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HomeMy WebLinkAbout4331 Vance StreetVOL. 1 Reviewed for Zoning Compliance by the rr City of Wheat Ridge Planning Division APPROVED DATE: July 6, 2021 COMMENTS: APPm0RR d With Conditions per redlines Owner/Contractor is responsible for locating property lines and constructin improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. As part of the foundation inspections and PRIOR TO proceeding with any further constructionfinspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review The certification forth shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. All landscaping and open space shall be in conformance with Section 261 Bud Section 26-1110 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All lighting shall be in conformance with Section 26-503 and Section 26-1114 of the Zoning and Development Code with fixNrea fully shielded sr that the source of the illumination is not visible from adjacent properties and streets. Site signage will require separate permits. All site improvements shall comply with approved Case No. WS -19-03. Reviewed by the City of Wheat Ridge Engineering Division APPROVED Jordan Jefferies BY: DATE: 112712022 COMMENTS: A grading Cert is reauirad prior to CO. N VICINITY MAP RIDGE HOUSE APARTMENTS, LLLP SHAW CONSTRUCTION, LLC TYLER DOWNS PAT HIGGINS 1801 BROADWAY, STE 1175 300KAL1Mr11HSTREET DENVER GO 80202 DENVER, CO SM23 72"N-1550 301 103.941 SF 35.45°/ PATICIRILCON" 8,8395E 3.02% RENTABLE 128,1905E 4372% RENTABLE STORAGE 2,6765E 0.91% GRANDTOTAL 292,0485E 10JA0% y COVERED ETECTRICVEHICTE 4 COVERED (2) ROUGHED FOR FUTURE STANDARD 29 COVERED Went"E ELEQRIC VEHICLE 4 Z ROUGHED FOR FUTURE STANDARD 32 COVERED c/ , LEVEL 3: 36 36 �O� O= w U Gd`ni.. nLORa LU Wesco co I..V of CO(Orp 9Q rn 037 �SFD ARG 03.25.2021 No. Daze Issue 0i FERMTSUBMmK 1 1200 REYJ TlK1NNNERPoY o I A les I w46TH• -ng 000 'ImmardIked DJV Pmgd Oeaigner DMB b 08.28.2020 Job Number 218094 4M- MS RB JT CT ChxMd By DMB Tnie ggW ShPoM mlher A0=0e0 1 U gggg„ �VJJS -.Lrkesi ;` SIT rown MID yh G r4RA 'w" fi _ . w arAvr m $ Ck >: Rini C RD R0 IN : Rm'k1r m 41,. rlplRin :� / S' 40k 0k RIDGE HOUSE APARTMENTS RIDGE HOUSE APARTMENTS, LLLP 4331 VANCE ST, WHEAT RIDGE, CO 80033 HUD #101 —32018 PROJECT TEAM: OWNER GENERAL CONTRACTOR RIDGE HOUSE APARTMENTS, LLLP SHAW CONSTRUCTION, LLC TYLER DOWNS PAT HIGGINS 1801 BROADWAY, STE 1175 300KAL1Mr11HSTREET DENVER GO 80202 DENVER, CO SM23 72"N-1550 301 CONSULTANT TEAM: CML REDLAND CONSULTANT GROUP, INC TRAVIS FRAZIER 15M WEST CANAL COURT LITTLETON, CO W120 720.2836793 KLOK GROUP, LLC DAMIAN SMITH 87112TH STREET (P.O. BOX 914) GOLDEN, GO 80401 187402) 72CIGN-2410 SOILS TERRACON CONSULTANTS, INC SCOTT MYERS 10625 W. INTERSTATE TO FRONTAGE RD #3 WHEAT RIDGE, CO EGGS 303423-3300 LANDSCAPE REDLAND CONSULTANT GROUP, INC SUSAN WADE 1587 WEST CANAL COURT LITTLETON, CO 80120 7202836787 INTERIORS STUDIO SIX 5 SHAUNAREVO 011 BARTON SPRINGS RD. SUITE 887 AUSTIN, TX 78704 512476-6501 ACOUSTICAL GEILER 8 ASSOCIATES, LLC JEFF GEILER 12355 E. CORNELL AVE. AURORA, CO W014 873.756-7100 ARCHITECT KEPHART DOUG VAN LERBERGHE 2555 WALNUT ST. DENVER, 00 W205 303632L74 ANCHOR ENGINEERING ERIC HANSON 253517TH STREET DENVER, CO W211 303483-0497 LOW VOLTAGE EVERBASE CONSULTING SOLUTIONS CLAYTON SPENCER 141NVERNESS DRIVE, SUITE 201 DENVER, CO 7201 BUILDING AREA BREAKDOWN pES M"ON IMAIIIIII'l TYPE I NOTES MI1k TYPE AREA % CIRCULNTIOWfl4CKOFHWSE 38.332 SF 13.87% CLUBHOUSUAMENITY 10.870 SF 3.71% GARAGE 103.941 SF 35.45°/ PATICIRILCON" 8,8395E 3.02% RENTABLE 128,1905E 4372% RENTABLE STORAGE 2,6765E 0.91% GRANDTOTAL 292,0485E 10JA0% PARKING SCHEDULE pES M"ON IMAIIIIII'l TYPE I NOTES COVERED BASEMENT ELECTRIC VEHICLE 1 4 COVERED 2 ROUGHED FOR FUTURE STANDARD 1 32 ICOVEREDI I— BASEMENT 36 36 LEVEL ACCESSIBLE 2 COVERED RELED PARALLEL 15 ELECTRICVEHICLE 4 STANDARD 3 IZ ROUGHED FOR FUTURE STANDAKU ze cDVERED 4 LEVEL 1: 34 34 LEVEL ACCESSIBLE 3 COVERED ETECTRICVEHICTE 4 COVERED (2) ROUGHED FOR FUTURE STANDARD 29 COVERED LEVEL2: 36 36 LEVEL ELEQRIC VEHICLE 4 COVERED(2) ROUGHED FOR FUTURE STANDARD 32 COVERED c/ , LEVEL 3: 36 36 Y PARKING SCHEDULE OESCPoPnON ougleu ITY TYPE I NOTES LEVEL ELECTRIC VEHICLE 1 4 1 COVERED 2 ROUGHED FOR FUTURE STANDARD I 28 COVERED I— LEVEL< 33 33 COVERED 175 OPEN LEVEL ADA VPN 1 OPEN LU PARALLEL 15 OPEN STANDARD 3 OPEN L '19 19 LEVEL 5 ELECTRIC VEHICLE 4 OPEN (2)RWGHED FOR FUTURE STANDARD W OWN Z V OD LEVELS 39 S9 OWN 58 GRAND TOTAL: 233 233 DRAWINGS CONFORM TO REQUIRMENTS OF NBGS 2012 LEVEL SILVER 'REVIEWED MR CODE COMRul Thar aawina v ere revkwee , neer roe ma bible m a acme Ismaavbm s irml. Reasonable effort cone mal In meim9 for rho complaints, The mmWrg of those aoaments mal notce z m to be a permit Rn or an approval o1 any Woolen of "a anstorlI des, nationals or dmPMrMn[5 Nereb. Plan Reed HV¢r Mai pate IRC71210 III PROJECT UNIT MATRIX - LEASABLE UNIT TOTAL TOTAL UNIT LEASABLE PROJECT LEASABLE OVERALL AVERAGE MIT UNITINTE I ARE40n) UNITS AREAiSFl UNIT MX UNUM PROJECT UNIT MATRIX - HUD 111 11.1; ■ KEPHART community • planning earchilecturs 25MWAWUTSTREET DENVER, COLORADO eons wa.,�Haarom I— Z LU M 5C) -1 00 .1O Z V OD LU Q r 0 2 Q Q r W O w Q c/ , w Q �O� O= w U 20> LU Wesco co I..V of CO(Orp 9Q 0 N � 037 �SFD ARG 03.25.2021 No. Daze Issue 0i FERMTSUBMmK 1 1200 REYJ TlK1NNNERPoY o r A les Did -ng 000 'ImmardIked DJV Pmgd Oeaigner DMB b 08.28.2020 Job Number 218094 Drimen By RB JT CT ChxMd By DMB Tnie COVER SHEET ShPoM mlher A0=0e0 SHEET INDEX Vol. 7 6 SHEET NAME $ a a GENERAL SCROD COVERSHEET X % AUFM SHEET INDEX Vol. 1 X % GENERAL:2 ARCHITECTURAL A02.0 GENERAL NOTES, SYMBOLS, LEGENDS. ABBREVIATIONS X % AD -3.0 ARCHITECTURAL SITE PLAN X % A04B CODEANALYSIs X x A04J CODE ANALYSIS GARAGE X x A042 ENERGY DOCUMENTATION X x A043 ENERGY DOCUMENTATION X x AD -Eo BUILDING SEPARATION & DATA X X AX`EI BUILDING SEPARATION& ALLOWABLE OPENINGS X X A0.52 FIRE &MIT EXHIBIT -BASEMENT PLAN X X AC'E3 FIRE &WIT EXHIBIT - LEVELI PLAN X X A0,SA FIRE &EXIT EXHIBIT - LEVEL 2&3 PLAN X X A0.55 FIRE &WIT EXHIBIT - LEVEL 4 PLAN X X AGREE GARAGE VENTILATION It FEE EXHIBITS X X Abs] GARAGE FIRE &EXIT EXHIBIT -BSMT LEVEL PLAN X X ACRES GARAGE FIRE &EAT EXHIBIT -LEVEL i&2 PLAN X X ACRES GARAGE FIRE &EXIT EXHIBIT -LEVEL 3&4 PLAN X X Ab5.9s GARAGE FIRE &EXIT EXHIBIT - LEVEL 5 A532 X BALLAD ADDRESS& ACCESSIBILITY PEAKS X % A0.5.11 FIRE AND EXIT PLAN EXHIBITS X % Ab5.12 FIRE AND EXIT PLAN EXHIBITS X % ADFLO INTERIOR It EXTERIOR WALL TYPES X % SOLA INTERIORWALLTYFES X x AC62 INTERIORWALLTYFES X x AC63 ROOWCEIUNGTYPES X x SOLA ROCTICEILING TYPES X % AC&S FIRE RATED ASSEMBLIES X % ADREE FIRE RATED ASSEMBLIES X x AD6.7 FIRE RATED ASSEMBLIES X X AD68 FIRE RATED ASSEMBLIES X X A06S FIRE RATED ASSEMBLIES X X A06.10 FIRE RATED ASSEMBLIES X X AN&Il FIRE RATED PENETRATIONS X X AN&12 FIRE RATED PENETRATIONS X X AN&13 FIRE RATED PENETRATIONS X X AbSo GENERAL ACCESSIBILITY DETAILS- COMMON AREAS/ TYPEWITYPE'B' X X ADSLI GENERAL ACCESSIBILITY DETAILS- COMMON AREASI PARKING X X A092 ACCESSIBILITY ANSI A117.1 TYPE A DETAILS X X A0,83 ACCESSIBILITY ANSI A117.1 TYPE A DETAILS X X A09.4 ACCESSIBILITY ANSI A117.1 TYPE B DETAILS X X A0.8Z ACCESSIBILITY ANSI A117.1 TYPE B DETAILS X X ACRES AMENITY ACCESSIBILITY DETAILS X % A08] AMENITY ACCESSIBILITY DETAILS X % AMID OVERALL GARAGE BEND LEVEL SLAB PLAN X % Al -0.1 OVERALL GARAGE BGMT LEVEL PLAN X % Ai -0.1 OVERALL GARAGE LEVEL I PLAIN X % At -2.1 OVERALL GARBAGE LEVEL 2 PLAN X x Al -3.1 OVERALL GARBAGE LEVEL 3 PLAN X x A14.1 OVERALL GARBAGE LEVEL 4 PLAN X x A15.1 OVERALL GARAGE LEVELS PLAN A7-0.0 % Al -Z1 GARAGE DETAILS X x A240 OVERALL FOUNDATION AXON X x Atm RADON EXHIBIT X x A2 -0D OVERALLBASEMENTSUBPLAN X X A2-0BB ENLARGED BASEMENT SUB PLANAREASX A740 X A2 -0.0C ENURGEDBASEMENTSUBPUN-AREAC X X A24.1 OVERALL EASEMENT COMPOSITE PUN X X A2-02 OVERALL BASEMENT REFLECTED CEILING PUN X X A2413B ENURGED BASEMENT PLAN - AREA B X X A240.3C ENURGED BASEMENT PUN - AREA C X X ASHY OVERALL LEVEL I FLOOR SLAB PLAN X X A2 -1.0A ENLARGED LEVEL i SLAB RUN - AREA A X X A2-1oB ENLARGED LEVEL i SLAB PUN -AREAE X X A2 -1.0C ENLARGED LEVEL 1 SLAB PUN -AREAL X X A2-IoD ENLARGED LEVEL 1 SLAB RUN - AREA D X X A2-1.1 OVERALL LEVEL 1 COMPOSITE PLAN X % A2H2 OVERALL LEVEL 1 REELECTED CEILING PLAN X % A2 -1.3A ENLARGED LEVEL 1 RUN - AREA A X % A2 -1.3B ENLARGED LEVEL 1 PUN -AREAE X % A2 -1.3C ENLARGED LEVEL 1 PLAN - AREA C X % A2 -1.3D ENLARGED LEVEL 1 PLAN - AREA, D X % A2-2.1 OVERALLLEVEL2COMP0.5ITEPUN X % A2-22 OVERALL LEVEL 2 REELECTED CEILING PLAN X % A2 -2.3A ENLARGED LEVEL 2 PLAN - AREA, A X % A2 -23B ENLARGED LEVEL 2 PIAN - AREAE X x A2 -23C ENLARGED LEVEL 2 PIAN -AREAC X X A2 -23D ENLARGED LEVEL 2 PIAN -AREAD X X A2-3.1 OVERALL LEVEL 3 COMPOSITE PLAN X X A2-32 OVERALL LEVEL 3 REFLECTED CEILING PLAN X X A2 -33A ENURGED LEVEL 3 PLAN - AREA A X X A2 -33B ENURGED LEVEL 3 PUN -AREAE X X A233C ENURGED LEVEL 3 PLAN - AREA C X X A2 -3RD ENURGED LEVEL 3 PLAN - AREA D X X A24A OVERALL LEVEL 4 COMPOSITE PUN X X A242 OVERALL LEVEL 4 REELECTED CEILING PUN X X A24.3A ENLARGED LEVEL 4 RUN - AREA A X X A24.313 ENLARGED LEVEL 4 PUN -AREAE X X A24.3C ENLARGED LEVEL 4 PUN -AREAL X X A24.30 ENLARGED LEVEL 4 RUN - AREA D X % A2-5.1 OVERALL ROOF PLAN X % A340.1 BIRDS EYE VIEWS X % A3402 BUILDING PERSPECTIVES X % A31A OVERALL BUILDING ELFVATIONS X % A31.1 OVERALLBUILDINGEIEVATIONS X x A32.0 ENLARGED ELEVATIONS X x A32.1 ENLARGED ELEVATIONS X x A322 ENLARGED ELEVATIONS X x AA -lo BUILDINGSECTIONS X X AA -IJ BUILDINGSECTIONS X X SHEET INDEX Vol. 7 g � SHEET NM.E $ a qm $ A&4.1 STPIR4SECTIONS X A4-12 BUILDING SECTIONS X % A5-1.0 UNITFUNA0 X % A5-11 UNITPLANA1 X X A5_12 UNITPLANA2 X X A5-1.3 UNITPLANA2e x % A52.1 UNIT PLAN 81 x x A5 -2.1e UNIT PLAN BI ACCESSIBILITY x % Asst UNITPLANB2 x x A 22e UNIT PLAN 82ACCESSIBILITY X X M23 UNIT PLAN 82e X X a 2So UNIT PUN 82e ACCESSIBILITY X X A5-24 UNIT PLAN 82e X X A02AII UNIT 32e ACCESSIBILITY X X A5-25 UNIT PLAN B3 X X A5-2Eo UNIT B3 ACCESSIBILITY X X A5 -M UNIT PLAN Bae X X AS-2.ee UNIT PLAN Bae ACCESSIBILITY X X A5.3t OVERALL LEVEL I AMENITY PLAN X X A532 OVERALL LEVEL I AMENITY REFLECTED CEILING PLAN X X ASii ENLARGED STORAGE PLANS X X AS42 ENLARGED HOME &GARDEN PIANS X X ASi3 ENLARGED MAINTENANCE &3TG PUNS X X A54A ENLARGED MAIL & WOW &BREAKROOM PLANS X % i56 45 ENLARGED LOBBY & SUNROOM PLANS X % A54.8 ENLARGED LOUNGE & DINING &BAR PLANS X % A54.7 ENLARGED RESTRWMS&FITNESS PLANS X % A54.8 ENLARC£DYCok PUN X % A548 ENLARGEDSUNSETROOMPUN x % AS 1.1 WALL SECTIONS x % AB -12 WALL SECTIONS x x AS -1.3 WALL SECTIONS x % AS -1A WALL SECTIONS x % A8-15 WALL SECTIONS X X AB16 WALL SECTIONS X X A8-17 WALLSECTIONS X X A618 WALLSECTICNS X X A6 -1S WALLSECTICNS X X AGLtO WALL SECTIONS X X A6AAI WALL SECTIONS X X A6Lt2 WALLSECTIONS X X A6Lt3 WALLSECTIONS X X A6-1 14 WALL SECTIONS X X A6_1 is WALL SECTIONS X X A A WALL SECTIONS X X A842 WALL SECTIONS X X A843 WALL SECTIONS X X ABSA WALL SECTIONS X % A831 WALLSECTIQNSGARAGE X % A832 WALLSECTIONSGARAGE X % A83.3 WALLSECTIONSGARAGE X % A7-0.0 FIOSHINGDETNLS X % A7T1 FLASHING DETAILS x % A7-02 FUNIINGDETAILS x % A7-0.0 FOUNDATION DETAILS x % A7-0] FOUNDATION DETAILS x % A740 ROOF DETAILS X X A73.1 ROOF DETAILS X X A732 ROOF DETAILS X X A7.33 ROOF DETAILS X X T7 4 ROOFDETAILS X X A735 CANOPY DETAILS X X A7d0 EXTERICRWALLDETAILS X X A7E t EXTERIOR WALL PLAN DETAILS X X A742 EXTERIOR WALL PLAN DETAILS X X A7b0 WINDOW DETAILS X X AMA WINDOW DETAILS X X A7b2 STOREFRONT DETAILS X X A7b3 STOREFRONT DETAILS X X A7 -&O DOOR DETAILS X X A7 -&l DOOR DETAILS X X A732 DOOR DETAILS X % A7-7.0 BALCONYTYFES X % A7-7.1 BALCONYttFES X % A7-72 BALCONY TYPES X X A7-7.3 BALCONYDETAILS x % A7 -TA BALCONYDETAILS x % A7-7.5 BALCONYDETAILS x % A73.0 STEEL PROTECTION EXHIBIT x % A73.1 STEEL PROTECTION EXHIBIT x % A742 FIRE PROTECTION DETAILS X X A7-83 FIRE PROTECTION DETAILS x X A744 FIRE PROTECTION DETAILS x X A745 FIRE PROTECTION DETAILS X x A7A6 FIRE PROTECTION DETAILS X X AMY FIRE PROTECTION DETAILS X X AMS FIRE PROTECTION DETAILS X X AMA FIRE PROTECTION DETAILS X X A7-9.10 FIRE PROTECTION DETAILS X X A7-Xll FIRE PROTECTION DETAILS X X A7-0.12 BEAM PROTECTION DETAILS X X A7-0.13 BEAM PROTECTION DETAILS X X A7 -X14 COLUMN PROTECTION DETAILS X X A7-9 INTERIOR DETAILS X X Ab10 STAIR PLANS X % Abi] STAIR 1 PLANS X % AB -12 STAIR 1 SECTIONS X % AB2.3 STAIR 2 PLANS X % AB2.1 STAIR 2 PLANS X % AB@2 STAIR 2 SECTIONS x % AB3.0 STAIR 3 PLANS x % AB3.1 STAIR 3 PLANS x x AB32 STAIR 3 PLANS x x AS -33 STAIR38ECTONS x X A84.0 STAIR 4 PLANS x X SHEET INDEX Vol. 7 g SHEET NAME $ a KEPHART A&4.1 STPIR4SECTIONS X X AS -5.0 STAIR 5 PLANS & SECTIONS X X ASHES STAIRDETAILS X X ASFEI STAIRDETAILS X X A&7.0 ELEVATOR PLANS % % A&7] ELEVATOR I SECTIONS % % A&8.0 ELEVATOR 2& REFUSE PLANS % % A83] ELEVATOR 2& REFUSE SECTIONS % % A39S ELEVATOR 3 PLANS X X A8F9.1 ELEVATOR 3SECTION X X A9-100 ELEVATOR DETAILS X X A410 DOOR SCHEDULES X X A320 WINDOWSCHEWLE X X AMR STOREFRONT ELEVATIONS X X AMA STOREFRONTELEVATONS X X ARCHITECTURAL 217 TOTAL SHEETS' 219 REFER TO VOLUME 2 SHEET INDEX FOR: STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, INTERIOR AND TECHNOLOGY ^o, 111 ,, ■ KEPHART community • planning IIIarchilecture 25M WALNUT STREET DENVER, COLORADO eons •+m'o,m'mw' U) Z MLU 5\4 /� LL O 00 �iiiiiiiiiii O P W Lu LL Q W Q A /w V! 0OO C/) =U W _ W > W �M ' ^ V M ii -of Coto 01.1 037 03.25.2021 No. Date Issue 10.16.19 iW%W 08.282) PERMIT SUBMITTAL 1 12.23.20 REI VOWNERREV a, m ' rolec role DJV Project Designer DMB ate 08.28.2020 Job um r 218094 mwn Y RB JT CT CheckeG By DMB T01e SHEET INDEX Vol. 1 Sheet Number A0=1.1 ^o, ^o, GENERAL NOTES ,; ABBREVIATIONS "' ■ GENERAL GYPSUM WALL BDARD, SEPARATIONS AND FIRE BLOCKING: A CONTRACTOR SHALL VERIFY EXISTING CONDITIONS ON SITE PRICE TO CONSTRUCTION. A. ALL GWB TO BE INSTALLED PER IBC. AS ANCHOR BOLT EQ EQUAL K KIP RESIL RESILIENT B. ICOORRACTORSREON EACH BE ON ANY SHEET THIS ERAL B TION, ALL INTERIOR GYPSUM WALL BOARD TO BE HELD Off CONCRETE BY1l4'.INFIRE MTEDASSEMBLIES, SEAL il4°CAP WITH K E P H A R T ABV ABOVE EQUIP EQUIPMENT KIT KITCHEN REV REVISION($), REVISED CTED FFOF DRAWINGS FROMWHCHTOREVIEW,BIDAND SPPOING NSIBILRYTOENS RE THAT EAUCTION CHSUBCONTRAy OR ASACOMPLETES TO FIRE CAULK. AC AIR CONDITIONING E$ EACH SIDE KO KNOCKOUT REFL REFLECTED CONSTRUCT. C. PRMIDE ONE-HOUR SEPARATION BETWEEN ALL DWELLING UNITS. community • planning aarchitecture ACCOUS ACOUSTICAL EST ESTIMATE KVA KILO VOLT-AMPERES RH RIGHT HAND C. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWINGS. DONOTSCALETHEDRAWINGS. ALL DIMENSIONS ARE GNEN TO FACE OF STUDS. D. PROVIDE MIN. OF 50 STC &5011C RATINGS BETWEEN EACH DWELLING UNIT, BETWEEN DWELLING UNITS AND COMMON ARMS. ACT ACOUSTICAL CEILING TILE EV ELECTRIC VEHICLE KW KILOWATT RM ROOM FRAMED WALLS ARE 310 UNLESS OTHERWISE INDICATED ON PLANS. E. ALL TUBS AND SHOWER ENCLOSURES TO BE FINISHED WITH A HARD. NONABSORBENT SURFACE TO A MINIMUM HEIGHT OF 84 INCHES ABOVE THE 25M WALNUT STREET AD AREA DRAIN, ACCESS DOOR EW EACH WAY RO ROUGH OPENING D. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. SECURE ALL REQUIRED PERMITS AND APPROVALS PRIOR CUMIN INLET. MAINTAIN FIREiNTED WALL ASSEMBLIES AT PLUMBING FIXTURES. PREROCK WALLS WITH 5/8" FIRE RATED GWB AS REQUIRED. DENVER, COLORADO BODS TOMYCONSTRUCTION. R PROVIDE FIRE BLOCKING BETWEEN FLOORS EQUIVALENT TO THERMARBER BY USG AND AT ALL LOCATIONS REWIRING FIRE BLOCKING PER xxw.bpM1enmm ADD ADDENDUM EWC ELECTRICAL WATER COOLER L LENGTH ROW RIGHTOFWAY E. INSULATE. PROVIDE MINIMUM DOOR AND WINDOW U VALUES. AND PROVIDE ALL SYSTEMS REWIRED BY THE ENERGY CALCULATION IBC.SECTION 718. ADJ ADJACENT,ADJUSTABLE EWH ELECTRIC WATER HEATER LAM LAMINATE RPM REVOLUTIONS PER MINUTE DOCUMENTATION. RE: SHEET AO 4.2. G. PENETRATIONS THROGH RATED FLOOR-CLG. ASSEMBLY REQUIRE PROTECTION BY MEANS OF PROPER MATERIALS AND SEAL. PROVIDE FIRE AFF ABOVE FINISHED FLOOR EXG EXISTING LAV LAVATORY RVS REVERSE (SIDE) R OWNER OR OWNER'S REPRESENTATIVES AND OWNER CONSULTANTS SHALL CONDUCT SITE INSPECTIONS INCLUDING BUT NOT LIMITED TO DAMPERS OR APPROVED EPN. AT HVAC OUTLET WITHIN FLOORGUSASSEMBLY. PROVIDE PRE- ROCK AT ALL RECESSED LIGHTING. ALLM ALUMINUM EXE EXHAUST LDR LEADER BUILDING ENVELOPE AND WATERPROOFING, 3RD PARTY ARCHITECTURAL INSPECTIONS, ACCESSIBILITY INSPECTIONS AND OWNER ORIGINATED H. FIRESTOP ALL PENETRATIONS IN THE FIRE -RATED ASSEMBUES INCLUDING (BUT NOT EXCLUSIVELY) RULES, PLUMBING AND VENT UNES vS ALT ALTERNATE EXP EXPANSION, EXPOSED LH LEFT HAND SC SOLID CORE QVALITYASSURPNCE INSPECTIONS THROUGHOUT CONSTRUCTION ON THE PROJECT. CONTRACTOR SHALL RESPOND IN WRITING TO EACH PPPROVEDMATERIAL. ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF THE RATED WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE .NOD ANODIZED EXT EXTERIOR LIN LINEAR SD SOAP DISPENSERINSPECTION REPORT. OF24°. ALL PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO G. OWNER OR OWNERS REPRESENTATIVES SHALL INSPECT EACH PHASE OF CONSTRUCTION WHEN CONTRACTOR NOTIFIES OWNER OF COMPLETION. UL LISTINGS FOR THROUGH PENETRATION FIRE STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FURNISHED BY THE APPROX APPROXIMATE LL LIVE LOAD SEC SECTION ANY ITEMS NOTED ON OWNER REPRESENTATIVE INSPECTIONS SHALL BE COMPLETED BY CONTRACTOR PRIOR TO THE WORK IN THAT PHASE BEING MANUFACTURER OF THE FIRE SOP MATERIAL WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING. SHOP DRAWINGS TO BE SUBMITTED ARCH ARCHITECTURAL F FAHRENHEIT LP LIGHTING PANEL, LIGHT PROOF SF STOREFRONT ACCEPTEDAS COMPLETED BY THE OWNER. ONCE ITEMS ARE COMPLETE TO OWNER REPRESENTATIVE SATISFACTORY, A CERTIFICATE OF TO THE ARCHITECT AND SHALL BE AVAILABLE TO THE CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION, WITH ALL ABE ABOVE SUB FLOOR FA FIRE ALARM LT LIGHT BE SQUARE FOOT ACCEPTANCE WILL BE ISSUED TO CONTRACTOR STATING THAT THE PHASE OF CONSTRUCTION IS DEEMED COMPLETED BY THE OWNER. VARWBLESDEFINED. ASPH ASPHALT FAC FIRE ALARM CABINET SF SUB FLOOR I. THE INTERIOR WALLS AND CEILING FINISHES IN THE UNITS AND CORRIDORS SHALL BE FINISH TESTED BY AN APPROVED TESTING AGENCY AND AUTO AUTOMATIC RED FURNISHED BY OTHERS MACH MACHINERY BHT SHEET ACCESSIBILTY: COMPLY WITH MC SECTION 833 AND TABLE 803.13. A. REFER TO ACCESSIBILITY DETAILS FOR GRAB BAR BACKING ASPER FEDERAL, STATE AND LOCAL CODES. J. DRAFTSTOPPING IN FLOOR AND ATTICS NOT REQUIRED WHEN MEETING REQUIRMEWS OF SECTION 7183, EXCEPTION I AND 7182 EXCEPTION AUX AUXILIARY FCL FLOOR CHANGE LINE MAG MAGNETIC SETH SHEATHING B. REFER TO ACCESSIBILITY SHEET FOR MAXIMUM THRESHOLD HEIGHTS PER FEDERAL, STATE AND LOCAL CODES. K. PROVIDE FIRE BLOCKING AND DRAPSTOP ALL CONCEALED SPACES AT WALLS STAIR STRINGERS, FLOOR B CEILING OPENINGS AND SOFFITS PER AN AUDIONISUAL FD FLOOR DRAIN, FIRE DAMPER MAS MASONRY SIM SIMILAR IBC. CHAPTER 7. AVE AVENUE FDN FOUNDATION MAT) MATERIAL SND SANITARY NAPKIN DISPENSER FOUNDAVOIN L MEMBRANE PENETRATIONS OF THE FIRE -RESISTIVE WALLS SHALL COMPLY WITH ISO SECTION 714.4.1 THE ANNULAR SPACE CREATED BY THE AVG AVERAGE FE FIRE EXTINGUISHER MAX MAXIMUM SNR SANITARY NAPKIN RECEPTACLE A ALL FOUNDATION WALLS SUBJECT TO DRAINAGE DETAILS. SEE GEOTECHNICAL REPORT. SHOULD BUILDING CONDITIONS OR SITE CONDITIONS NOT PENETRATION OF A FIRE SPRINKLER SHALL BE PERMITTED TO BE UNPROTECTED, PROVIDED SUCH SPACE IS COVERED BY A METAL ESCUTCHEON FEC FIRE EXTINGUISHER CABINET MECH MECHANICAL SKIT SEALANT MATCH THE FIN& SOILS REPORT, CONTACT THE ARCHITECT. PLATE. BATH BATHROOM FHC FIRE HOSE CABINET MED MEDIUM $OFF SOFFIT B. SLOPE ALL CONCRETE AWAY FROM EXTERIOR WALLS. MAXIMUM SLOPE OF LANDINGS ATALL EXTERIOR MORE SHALL NOT EXCEED 1W PER FOOT. LANDINGS SHALL HAVE A LENGTH OF NOT LESS THAN 44 INCHES PER IBC SECTION 1010.18 MECHANICAL / ELECTRICAL PLUMBING: BD BOARD FH FIRE HYDRANT MENUS MEMBRANE $PCG SPACING A. PROVIDE COMBUSTION AIR TO WATER HEATER PER LOCAL CODES. BET BETWEEN FRMS FLAT HEAD MACHINE SCREW MEZZ MEZZANINE SPRY SUPPORT FRAMING/TRUSSES: e. CONTRACTOR SHALL COORDINATE AND VERIFY ALL PLUMBING ROUGH -IN LOCATIONS. BE BOARD FEET PEWS FLAT HEAD WOOD SCREW MFG MANUFACTURER SPECS SPECIFICATIONS A. FLOOR& ROOF TRUSS LAYOUT INDICATED IS FOR REFERENCE ONLY. COMPONENTSUPPLIERIFABRICATORSHALL BE RESPONSIBLE FOR FINAL C. VENT ALL DRYERS TOTHE OUTSIDE. REFER O MANUFACTURER DATA FOR RECOMMENDED MAX. LENGTHSOFMCTS. 7 Z BITUM BITUMINOUS FIG FIGURE MH MANHOLE SPKL SPRINKLER ENGINEERING. D. SOIL, WASTE, AND DRAIN PIPES RUNNING IN CHASES AND CEILING PLENUMS OF UNITS IS RECOMMENDED TO BE CAST IRON FOR THE LOWEST BE BRICK LEDGE FIN FINISH MI MILE SPKR SPEAKER B. PROVIDE TRUSS AND FLOOR JOIST BLOCKING PER IBC. AMOUNT OF NOISE. IF PVC PIPING IS USED, THE PIPING SHOULD BE LOCATED AWAY FROM NOISE SENSITIVE AREAS AND IN AN ISOLATED BLDG BUILDING FIX FIXTURE MIN MINIMUM, MINUTE $O SQUARE G FRAMINGCONTRACTORSHALL PROVIDE BLOCKINGFORALL CABINETS, CLG.FANS, TVLOCATIONS, AND BATH ACCESSORIES INCLUDING BLOCKING MECHANICALCHASE. I I I M FOR GRAB BAR LOCATIONS AT ALL UNITS. REFER TO UNIT PLANS FOR BLOCKING LOCATIONS AND FOR DIMENSIONS. E. ADDITION&LY, PVC PIPING MAY REQUIRE ADDITIONAL LAGGING TO ATTENUATE FLOW NOISE; ACCEPTABLE LAGGING MATERIAL IS SOUND SE& BLKG BLOCKING FL FLOW LINE MISC MISCELLANEOUS S$ STAINLESS STEEL LAGGING MODEL BIO-LAGA)FA,OREWIVALENT W �,•� BM BENCHMARK, BEAM FLG FLASHING MM MILLIMETERS STA STATION STAIRS AND RMUNGS: F ALL PIPE PENETRATIONS OF WALLS AND FLOORS$HALL BE RESILIENT. THE PENETRATION OF A WALL OR FLOOR SHOULD BE SLIGHTLY OVERSIZED O BOT BOTTOM FUR FLOOR MO MA$ONRYOPENING STD STANDARD A. STAIRSANDLANDINGSPER IBCSECTION1110 AND THE PIPE WRAPPED WITH ARMSTRONG'S°AP PRMAFLEX° CLOSED CELL PIPE INSULATION OR APPROVED EQUIVALENT. ANY GAPS SHOULD BELL BRIG BEARING FLOUR FLUORESCENT MTD MOUNTED STL STEEL B. STAIR RISERS SHALL NOT BE LESS THAN 4 INCHES NOR MORE THAN 7INCHES. THE LARGEST TREAD OR RISER WITHIN ANY FLIGHT OF STAIRS SHALL SEALED WITH NON HARDENING ACOUSTIC CAULK. 1�1 O BSMT BASEMENT FLEX FLEXIBLE MTL METAL STS STORAGE NOT EXCEED THE SMALLEST DREAD OR RISER)BY MORE THAN W. PER IBC SECTION 1011.5.2 G. ALL PIPING SHOULD BE MWNTED TO THE SIDE OF THE WALL IT IS SERVING USING A RESILIENT CLAMP. CLAMPS MAY BE STANDARD PIPE CLAMPS OF CLAMP OR CLAMP SUCH -HYDRA J y� 00 C. TOPS OF HANDRAILS SHOULD BE PLACED NOT LESS THAN M INCHES OR MORE THAN 33 INCHES ABOVE THE NOSING OF TREADS. HANDRAILS SHALL FILLED ARMAFLEX BETWEEN THE AND THE PIPE, THEY MY BE A PREFABRICATED As THE ZORB- BUR BUILT-UP BUILT -UNROOF FOC FACE OF CONCRETE MTL MULLION STRUCT STRUCTURAL LL CONTINUOUS THE FULL LENGTH OF THE STAIRS AND SHAEXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12INCHES BEYOND NGHAI-AYER J FOP FACE OF FINISH SUSP SUSPENDED THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISERWHERE NOT CONTINUOUS BETWEEN H. LOCATION OF METERS, UTILITIES AND MAJOR APPLIANCES (E.G. HVAC EQUIPMENT. ETC.) ME APPROXIMATE. CONTRACTOR TO FIELD VERIFY FINAL LOCATIONS WITH ARCHRECTIENGINEER PRIOR TO INSTALLATION. O CAB CABINET FOM FACE OF MASONRY N NORTH SYM SYMMETRICAL FLIGHTS, ENDS BRAD. EXTEND HORIZONTALLY NOT LESS THAN 1T TO TERMINATION J1 CAP CAPACITY FOS FACE OF STUD NIC NOT IN CONTRACT D. CONTRACTOR TO COORDINATE FLOOR OPENINGS AND STAIR CONSTRUCTION WITH SUBCONTRACTOR AND ARCHITECTURAL DRAWINGS PRICK TO I. CONTRACTOR SHALL SCHEDULE A PRE -WALK WITH THE OWNER, THE ELECTRICAL SUBCONTRACTOR, THE ELECTRICAL ENGINEER, AND THE f 1 LJ CEM CEMENTITIOU$ FPM FEET PER MINUTE NO NUMBER T THREAD ROUGH -IN. FIELD VERIFY ALL DIMENSIONS. J. ARCHITECT PRIOR TO WIRING THE FIRST UNIT. CONTRACTOR SHALL ENSURE THOROUGH TESTING SO THAT EACH PIECE OF ELECTRIC&.MECHANICAL. AND PLUMBING EQUIPMENT FUNCTIONS CER CERAMIC CUBIC FEET MINUTE FR FT FIRE RATED FOOT NOM NBC NOMINAL NOISE ION COEFFICIENT TB T&B TOWEL BAR TOP AND M DOORSOVINDOWSIGLALNG: K PROPERLY PRIOR TO BUILDING OCCUPANCY. WHERE INDIVIDUAL INSTALLED ON EITHER SIDE OF A PARTITION OR P A ORS TO HAVE A r JAMB OR CENTERED ON UNLESS NOTED ALL WINDOWS OFTM HER CPM CAST IN PLACER FTG FOOTING NTS NT$ NOT TO SCALE TBC TOP OF BACK CURB B. ALL TO BE WEATHEESTRPPEDAND DOUBLE GLAZED. ATRIUM AND SLIDING GLASS DOORS TO BE TEMPERED GLASS PER IBC, SECTION DWEWNG UNIT& CORRIDOR STAGGERS BOXES AMNIMUM THESE BOXES HALL ALSO BE COVERED WITH EITAFIRE OR SOUND PAD. ENSURE ELECTRICAL BOXES AND FIXTURES ARE INSTALLED PER IBC SECTIONS 714.4.2 AND 714.5.2 FOR MINIMUM MEMBRANE PENETRATION ��J L rfT CIRC CIRCUMFERENCE FURN FURNISHED) TEL TELEPHONE 2406. v CJ CONTROL JOINT FURR FURRING) OCC OCCUPANCY TEM TEMPERED C. OPERABLE WINDOWS WITHIN THE DWELLING UNIT SHALL HAVE A FINISHED SILL HEIGHT OF 33' MIN ARE OR WINDOW SHALL MEET ONE OF THE PROTECTION REQUIREMENTS. LL11J 1 Q CK CAULKING FUT FUTURE OWT OPEN WEB TRUSS TEMP TEMPERATURE D. FC1_LOWINGCRITERIA:I,2,S4. SECTON1o158.L L VERIFY ALL ROUGH OPENING DIMENSIONS OF DOOR AND WINDOW UNITS WITH MANUFACTURER BEFORE FRAMING CONTRACTOR SHALRA HIRE DAMPERS B FIRE BAFEW. C CL COLUMN LINE FVC FIRE VALVE CABINET T$G TONGUE AND GROOVE CONTRACTOR SHALL PROVIDE R.O. AS REQUIRED TO ACCOMMODATE LOCATIONS OF WINDOWS AS DIMENSIONED ON DRAWINGS. A. FIRE ALARM SYSTEMS AND AUTOMIADC SPRINKLERS SHALL BE A DEFERRED SUBMITTAL AS DESCRIBED BELOW. AN APPROVED FIRE ALARM SYSTEM CIL, C.L. CENTERLINE P PAINT THERM THERMOSTAT E. PROVIDE SAFETY BIONDI AT ALL HAZARDOUS LOCATIONS AS LISTED PER IBC, SECTION 24036. THIS INCLUDES, BUT IS NOT LIMITED TO GLAZING IN SHALL BE INSTALLED IN CONFORMANCE WITH 907.2.9. FIRE ALARM DRAWINGS SHALL BE SUBMITTED TO FIRE DEPARTMENT FOR REVIEW AND LL CLG CEILING G GAS PAR PARALLEL THK THICK ATRIUM AND SLIDING GLASS DOORS,GIPZING LOCATED WITHIN A 24' ARC OF EITHER VERTICAL EDGE OF A DOOR, GIPZING IN RAILINGS AND IN B. APPROVAL. AUTOMATIC SPRINKLER SYSTEM PLANS SHALL BE SUBMITTED TO DETERMINE COMPLIANCE WITH APPLICABLE BUILDING, PLUMBING. AND FIRE CLOS CLOSET GA GAUGE PBO PROVIDED BY OTHERS THUD THRESHOLD WALL ENCLOSING STAIRWAY LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE Is LESS THAN 90• CM CENTIMETERS GAL GALLON PC PRECAST TO TOP OF ABOVE AWALKING SURFACE. SEE CODE SECTION FOR FULL LISTING AND REQUIREMENTS. C. CODES TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. ALL SMOKE DETECTORS TO BE INTERCONNECTED AND LOCATED PER SECTION 90]2.10 CMU CONCRETE MASONRY UNIT GALV GALVANIZED PCF POUNDS PER CUBIC FOOT TOC TOP OF CONCRETE F. ALL EXTERIOR DOORS LEADING O UNHEATED AREAS ABOVE GRADE TO BE WEATHERSTRIPPED. CO CLEANOUT GB GRAB BAR PEN PENETRATION TOS TOP OF STEEL G. H. EXTERIOR OPENINGS AND THROUGH -WALL PENETRATIONS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. INTERIOR OPENINGS INTO CORRIDORS SHALL BE PROTECTED PER IBC SECTION 716.2.2.1 DOOR OPENINGS SHALL BE PROTECTED BY 2610INUTE D. FIRE DAMPERS COMPLYING WITH THE APPROVED RECOGNIZED STANDARDS SHALL BE INSTALLED AND BE ACCESSIBLE FOR INSPECTION AND SERVICING IN THE LOCATIONS SET FORTH IN IBC SECTION 717.4 L1 W COL COLUMN GC GENERAL CONTRACTOR PERF PERFORATED TOSL TOP OF SLAB RATED SMOKE AND DRAFT CONTROL ASSEMBLIES. E. E NOT LESS THAN CLASS 11, 250-F SMOKE DAMPERS COMPLYING WITH APPROVED RECOGNIZED STANDARDS SHALL BE INSTALLED PER SECTION 7175 VALVES FOR CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER -FLOW SWITCHES SHALL BE ELECTRONICALLY W COMB COMBINATION GEN GENERATOR PERIM PERIMETER TOW TOP OF WALL I. INTERIOR OPENINGS IMO VERTIC&EXIT ENCLOSURE SHALL BE PROTECTED PER IBC SECTION 7182.8.8 DOOR OPENINGS SHALL BE PROTECTED BY COMP COMPOSITE GI GALVANIZED IRON PH PHASE TPD TOILET PAPER DISPENSER J. FHOUR RATED SMOKE AND DRAFT CONTROL ASSEMBLES. EXIT DOOR HARDWARE SHALL COMPLY WITH IBC CHAPTER IO. G. MONITORED, PER SECTION 903.4 AN APPROVED AUDIBLE SPRINKLER FILM ALARM SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 903. .2 111 CONC CONCRETE GL GLASS PKG PARKING TRANS TRANSFER K. ALL EXIT DOORS SHALL MEET THE REQUIREMENTS OF IECC SECTION 402.4.1- FENESTRATION REQUIREMENTS. H. PROVIDE SPRINKLER PROTECTION AT BALCONIES AND SIMILAR PROJECTIONS OF TYPE V CONSTRUCTION PER IBCSECTION903.3.1.2.1,705.2.3.1 CONE CONFERENCE GLA GROSS LEASABLE AREA PL PLATE LINE, PROPERTY LINE TS STEEL TUBING L. DO INSTALL PEEPHOLE ON ALL UNIT ENTRY RS. INSTALL HIGH AND LOW PEEPHOLES ON ALL TYPE'A' UNIT ENTRY DOME. EXCEPTION 3. V! ^ CONSTR CONSTRUCTION GPM GALLONS PER MINUTE PLAM PLASTIC LAMINATE TV TELEVISION I. PROVIDE SIGNAGE ON ANT AMPLIFIER EQUIPMENT FOR THE RES. STATING, 'EMERGENCY RADIO COMMUNICATION EQUIPMENT -DO NO CONT CONTINUOUS GWB GYPSUM WALL BOARD PEAS PIASTER TYP TYPICAL DISCONNECT'. CONTR CONTRACTOR GYP GYPSUM PLBG PLUMBING UNITS: A. ALL UNITS SHALL HAVE BASE BOARD TRIM AT ALL FLOORS, RE: INTERIORS. J. K. PROVIDE SIGNAGE ATALL INTERIOR EXIT STAIRWAYS PER SECTION 1023.8. CONTRACTOR SHALL COMPLY WITH IFC CHAPTER 14 DURING CONSTRUCTION. O l^ V! CORR CORRIDOR, CORRUGATED PLYWD PLYWOOD UNFIN UNFINISHED CPT CARPET HAS HEADED ANCHOR STUD PNEU PNEUMATIC UNO UNLESS NOTED OTHERWISE 8, CABINET LAYOUTS PRE CONCEPTUAL. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR Hrv& CONFIGURATION FOR APPROVAL BY WNERAND ARCHITECT. ELECTRICAL AND PLUMBING TRADES TO COORDINATE WITH FINAL APPROVED LAYOUTS. SOUNUMITIGAMM: 111 r CT CERAMIC TILE HDA$ HEADED DEFORMED ANCHOR STUD POLI POLISHED UON UNLESS OTHERWISE NOTED AT KITCHENS- SCM SOLID SURFACE WI EASED EDGE AND TILE BACKSPLASH. RE: INTERIORS A. PROVIDE MIN. OF 50 STC 55011C RATINGS BETWEEN ADJACENT DWELLING UNITS, AND BETWEEN DWELLING UNITS AND COMMON AREAS. O (1 CTR COUNTER HB HOSE BIBB PR PAIR UR URINAL AT EAH- 3CM SOLID SURFACE WI EASED EDGE AND a BACK AND SIDESPLASH. RE: INTERIORS 8. THE IMPACT ISOLATION MATERIAL MUST BE CONTINUOUS ACROSS THE SUBFLOR AND EXTEND O THE PERIMETER WALLS. NAME JOINTSMUST BE BUTTED TIGHT AND TAPED. IF SLEEPERS ARE USED THE ENTIRE BOTTOM OF THE SLEEPERS MUST BE COVERED ATA MINIMUM. THERE SHOULD Uj lJ J CU CUBIC HC HOLLOW CORE, ACCESSIBLEPED PREFAB PREFABRICATED USG U.S. GAUGE CW COLD WATER HDR HEADER PREFIN PREFINISHED EXTERIOR: C. BE NO POINT WHERE MATERIALS OTHER THAN THE IMPACT ISOLATION MATERIAL CAN COME INTO CONTACT WITH SUBFLOOR. AT THE PERIMETER OF THE SUBFLOR A SOFT NEOPRENE PAD OR CLOSED CELL FOAM SHOULD BE USED AT THE PERIMETER CONDITION TO fn HDWR HARDWARE PRESTR PRESTRESSED V VOLT A. PROVIDE COTTERS AND DWNSPWTS WI EXTENDERS (OR TO UNDERDRAIN SYSTEM) CONTRACTOR TO FIELD VERIFY LOCATION OF DOWNSPOUTS lJ DAMP DAMPPROOF NG HD HIGH INTENSITY DISCHARGE PRIM PRIMARY VAR VARIES WITHARCHITECT PRIOR TO INSTALLATION. MAINTAIN THE REQUIRED SEPARATION. THE JOINT BETWEEN THE NEOPRENE PAD AND THE IMPACT ISOLATION MATERIAL SHOULD BE TAPED. Q \ B. PROVIDE WATER AND ICE PROTECTION EXTENDING A MINIMUM OF TWO(2)FEINSIDE THE EXTERIOR WALL LINE AT EAVES OF CONDITIONED AREA. D. WITH SOME FLOORING SYSTEMS A 1W TO 114' GAP GAN BE LEFT BETWEEN THE FINISHED FLOOR AND THE SURROUNDING CONSTRUCTION AND / DAB DEFORMED ANCHOR STUD HM HOLLOW METAL PSE POUNDS PER SQUARE FOOT VCT VINYL COMPOSITION TILE C. PROVIDE SNOW STOP AT ALL DOWN SLOPE TERMINATIONS OF ROOF SURFACE WHERE EGRESS OR PATH OF TRAVEL OCCURS BELOW SAVE THEN SEALED WITH ACOUSTICAL CAULK. DBL DOUBLE HORIZ HORIZONTAL PSI POUNDS PER SQUARE INCH VENT VENTILATION D. ALL MISCELLANEOUS EXTERIOR METALS SUCH AS FLASHING. COPING. GRILLES, SCUPPERS. DOWNSPOUTS. SIDEWALL VENTS, ETC. SHALL BE E. AT NO POINT SHALL THE FINISHED FLOE SYSTEM COME IMO CONTACT WITH ANYTHING OTHER THAN THE IMPACT ISOLATION MATERIAL, SPONGE N LL DEG DEGREE HP HORSEPOWER PTD PAPER TOWEL DISPENSER VERT VERTICAL PAINTED TO MATCH THE ADJACENT FINISH MATERIALSUN.O. NEOPRENE OR ACOUSTIC CAULK. THE FINISHED FLOCK MUST BE COMPLETELY ISOLATED FROM THE SUBFLOOR AND THE SURROUNDING DEMO DEMOLISH, DEMOLITION HR HOUR PTR PAPER TOWEL RECEPTACLE VEST VESTIBULE E. WOOD LESS THAN S' ABOVE GRADE OR IN CONTACT WITH CONCRETE SHALL BE TREATED OR WOOD OF NATURAL RESISTANCE TO DECAY PER IBC, CONSTRUCTIONS O MAINTAIN THE ACOUSTIC PERFORMANCE. (Y°) SECTION 2304.12.1.2. R INSTALL ACOUSTIC&SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WHERE GYPSUM BOARD JOINS OTHER WALLS OR M DEPT DEPARTMENT HGT HEIGHT PT POINT VIN $HEFT VINYL SURFACES AT SOUND CONTROL PARTITIONS. E,�l `o DF DRINKING FOUNTAIN HTR HEATER PTEN POST TENSIONED VOL VOLUME INTERIOR SPACES: G. RESILIENT CHANNELS MUST BE INSTALLED PROPERLY TO ACHIEVE THE FULL SO PERFORMANCE RATINGS USMD ON THE PLAINS. RESILIENT r n DIA DIAMETER HVAC H EATING, VENTILATING AND COOLING PTN PARTITION VTR VENT TH RU ROOF A. ALL OCCUPABLE INTERIOR SPACES SHALL HAVE BASE BOARD TRIM AT ALL ROBS UNLESS NOTED OTHERWISE. CHANNEL SHOULD BE INSTALLED W" THE LEG OF THE CHANNEL THAT ATTACHES TO THE GYP BOARD ABOVE THE LEG THAT ATTACHES TO THE V DIAG DIAGONAL HW HOTWATER PVC POLYVINYLCHLORIDE VWC VINYL WALL COVERING B. CABINETLAYOUTSARECONCEPTUAL. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR FIN& CONFIGURATION FOR APPROVAL BY OWNER AND STUD. THIS WILL CAUSE THE GYP BOARD TO'PULLAWAY' FROM THE SOD WHEN ITS WEIGHT IS LOADED ON THE RESILIENT CHANNELS CREATINGH DIM DIMENSIONS HWH HOT WATER HEATER PVMT PAVEMENT ARCHITECT.ELECTRICALMDPLUMBINGTRADESSH&LWMDIAMWITHFiALAMOVEDLAYOUTS. MORE RESILIENT CONNECTION AND MAXIMIZING THE PERFORMANCE OF THE ASSEMBLY. PROPER SCREW SIZES MUST BE USED WHEN DIV DIVISIONS HWS HOTWATERSUPPLY W WEST, WIDE C. INTERIOR FINISH SHALL COMPLY ENTIRELY WITH REQUIREMENTS OF IBC CHAPTER 8. CONNECTING THE GYPSUM BOARD O THE CHANNEL TO ENSURE THE GYP BOARD IS NOT ATTACHED TO THE STUD AT MY LOCATION. ATNOTIME Q SHALL THE GYP BOARD BE CONNECTED DIRECTLY TO THE SOD WHEN USING RESILIENT CHANNELS. DL DEAD LOAD HWM HIGHWAY OT QUARRY TILE W/ WITH EGRESS B SIGNAGE: DN DOWN QTY QUANTITY WC WATER CLOSET A. EGRESS WIDE IBC. SPECIAL INSSPECIALREPORTS: DR DOOR IBC INTERNATIONALBUILDINGILDING CODE WD WOOD B. LLRDWARESHALL THE PATH EXTIF ALLBEPROVIDED AT THE PATH OFTRAVEL TO AND WITHIN EXITS INABUILDING. THEY SHALL BE REPDILYVISIBLE FROM ANY A. &L SPECIAL INSPECTION REPORTS SH&L BE SUBMITTED TO THE CITY INSPECTOR. — I DS DOWNSPOUT ID INSIDEDIAMETERR (STAIR) WDO WINDOW OF DTL DETAIL ILEUM ILLUMINATOR RAD RADIUS WGL WIREGLASS G LBE LOC INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 EXIT SIGNS SHALL EXIT SIGNS DWG DRAWING IN INCHES RBC RUBBER BASE COVE WH WINDOW THALLARESTTEOAS IGN.PEARECTION 1013 SIGN. PER OMTRENEATION INCAN INCANDESCENT RBS RUBBER BASE STRAIGHT WIFE! WINDOW HEAD HEIGHT HEAD D. ADDRESFEET ADDRESS IDENTIFICATION MUST BE INSTALLED PER IBC, SECTION 532.1 AND IFC, SECTION `AS.i CONTRASTING 6'NUMBERS OR LETTERS WITH I2' MUST BE STROKE. AEI EXISTING INCL INCLUDE(D) EST RUBBER TILE WO WHERE E. IDENTIFIED INTERNATIONAL 1111 ITEM 1111.1 REQUIRED ACCESSIBLEELEMENTSROOM DPERACCESSIBILITY ISOITEM EA EACH INSUL INSULATION RD RODE ROAD WE ITHOUTOCCURS WITHOUT F. FELE PROVIDEDSECTION DIRECTIONAL SIGNAGEINDICATING ROUTEOAOESSIBLEELEMENTS SHALL BE PROVIDED PER IBC SECTION 11fl,I1EM 11112 T 11 EB EXPANSION BOLT INT INTERIOR RE EFERENDRAIN, REFERENCE, REFER WE WATERPROOFING SF EACH FACE INTME INTEGRAL RECPT RECEPTACLE WS WATERRESISTANT EJ EXPANSION JOINT INTMED INTERMEDIATE REG REFRIGERATOR WSCT WAINSCOT EL ELEVATION INV INVERT REG REGISTER WT WEIGHT ELEC ELECTRICAL RE REINFORCED WWF WELDED WIRE FABRIC ELEV ELEVATOR,ELEVATION JAN JANITOR REMM REMOVE EMER EMERGENCY JBT JOIST REQ'D REQUIRED YD WARD JT JOINT C040 Work shall not Commence for deferred DEFERRED SUBMITTALS SOF SYMBOLS LEGEND 1 1 (SECTION) MATERIALS LEGEND (PLAN) submittals until the deferred submittals have been submitted to the City for ITEMS BEING PROVIDED AS A DEFERRED SUBMITTAL ARE AS FOLLOWS: B EILING) (R2AILNUMBER — BUILDINGSECTION MATCHLINE PREFABRICATED WOO TRUSSES MARKER RIGID INSULATION review and approval. PRE-ENGINEERED STEEL STAIRS N (FCEILING) (WXTERIOR) -13.0 -13.0 ® PRE-ENGINEERED STEEL HANG MILSIGUARO MILS (WTERIOR) — • • — PROPERTYLINE BRCNVENEER FIRNAMENTCTORAL STEEL FIRE PROTELERSYS 037 V E-1 TWALL YPEIN OHCEILING TYPE INDICTOR 1 BATT INSULATION IM FIRENALKLAERRMSTSIEM (T� s ,/ 1A�$.M `_ 0 WALL SECTION — CENTERLINE ROKWOL CONCRETE MASONRY SIGN AND BUILDING AND SITE REQUIRED BY IBC -SECTION 1110 FD RC A \`//&SWM Ai -01 MARKER ® UNIT UGNAGE PRECAST PARKING GARAGE STRUCTURE PRE -CAST 00 KEYNOTE OBJECTABOVE • METAL TRASH CHUTE DESIGN ESSREPORTS SSCONTROL EXTERIOR MATERIALS (AS REQUIRED BY THE ARK) ACCESS CONTROL PERMIT 03.25.2021 INDICATOR (ELEVATION) NO. Dale IKue i;: O = SPRAY-APPLIEDINSULATION 1a.1a.1e 1oo�w $M ------- OBJECT BELOW (HIDDEN) _: -" FOR ITEMS LISTED ABOVE SHALL BE SHOPPED AND CALWROFESSONAL M28.20 PERM 1 ENGINES STAMPED AND SIGNED BYAPROFESSIIXN&ENGINEER LICENSED IN THE STATE OF AND SI 11Y-11112' CEILING TYPE HEIGHT .1-01 MAIKERIt ECTION BRICKVENEER- COLORADO. ri Put A r STANDARD 1i CUUNGTYPE O ROOM TAG GYPSUM MATERIAL THE ARCHITECT SHALL REVIEW DEFERRED SUBMITT& DRAWINGS AND CALCULATIONS FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT OF THE PROJECT AND COMPLIANCE NAME ROM NAME 1 INTERIOR ELEVATION 101 ROOM NUMBER WITH THE INFORMATION PROVIDED IN THE CONSTRUCTION DOCUMENTS ONLY. RESPONSIBILITY FOR THE DESIGN SHOWN ON THE DOCUMENTS RESTS SMELYON THE 9 c r4 O CUNT O WPEINDI // 11 8101 1 MARKER (ALL ARROWS INDIVIDUAL WHOSE PROFESSION SEAL APPEARS THEREON, TYPE INDICATOR .TOR \\ MAY NOT APPEAR ON UNIT TAGLAP SIDING lug r &) STEEL L MARKERS DEFERRED SUBMISUBCONTRACTOR MLLMITT CTORSBE RESPONSIBLE FOR SUBING 1 A1.0 -El BASE UNIT -EDGE CONDITION DRAWINGS AND CALCULATIONS TO THE GENERAL CONTRACTOR FOR REVIEW AND DJV A5.1.0 UNIT PLAN SHEET NUMBER APPROVAL. THE GENERAL CONTRACTOR SHALL REVIEW THE DOCUMENTS PRIOR TO im DOOR TYPE INDICATOR 1 TYPE -B, ANSI Al 17.1 UNIT TYPE SUBMITT& TO THE ARCHITECTDMB pggd RSigner EXTERIOR ELEVATIONARK MER (ALL ARROWS CONCRETE M THE GENERAL BE RESPONSIBLE FOR SUBMITTING THE DEFERRED -0 Al on I MAY NOT APPEAR ON SUBMITTAL DOCUMENTS TO THE ARCHITECT FOR REVIEWMD APPROVAL. THEARCHITET Date ELEVATION MARKER 1 ALL MARKERS) THISISANOTE TEST NOTE SHALL REVIEW THE DOCUMENTS PRIOR TO SUBMITTAL TO THE REGULATING AUTHORITIES. 08.28.2020 SIM ON THE GENERAL CONTRACTOR SELL BE RESPONSIBLE FOR SUBMITTING THE DEFERRED Number SUBMITT& DOCUMENTS TRTIFOR AND APPROVAL. 218094 �\ (/4Ae1L-- GRID IDENTIFICATION 1 At -01 E E EEIIE11", EAS FABRICATION AND INSTALLATION OFDEFERREDSUBMITTAL ITEMS SHALLNOT COMMENCE UNTIL APPROVAL IS GRANTED. Drimen Y DETAIL BUBBLE REVISION TAG AND RB JT CT GRID BEARING GRI)) EA - SOME GRIDLI CLOUD ME THE GENERAL CONTRACTOR SLLCOORDINATINGRESPONSIBLE FOR COORDINATING DEFERRED CllxkeE By ONLY IST ON ULAR J SUBMIRALIIEMS WITH OTHER TRADEE S. SIDE OFFTHE BUILDING, DMB LOWERCASE LETTER DENOTES PLYWOOD TAIe THOS SIDES V. s. a. w) GENERAL NOTES, SYMBOLS, LEGENDS, ABBREVIATIONS Ill I ^o, EXISTING ELECTRICAL LINE —L k �— I — • i i i \ ��J a 30'PERPETUAL NON 325WATER DEPARTMENT SANITARY SEWER EXCLUSIVE EASEMENT �12 FOR INGRESS& EGRESS PRIVATE ACCESS, EASEMENT EASEMENT 27S'EMERGENCY ACCESS EASEMENT 31Z - 91 ® �1 DRAINAGE EASEMENTMAI 06 I__ �!JI,. � Ill .I � i■��1!�J� � .��1� � � � ] =1 � � � I ■�I�t f — — — �� 1 'lllsnnllimn vim, I 1 SII ■ILII I- . 1�—----------------------- —e I ILL �I■ I , iik 04 LU00 5* UTILITY& DRI EASEMENT - ���I II 1 I �I���'ll�i■11 � �` �.i �0, � 'I � I II VFYWI CIVIL 0 O\ FIN ° VIP U 0 PROPOSED PRIMARY POWER LAYOUT. CONFIRM WITH UTILITY PROVIDER 13 N y R ® Z m PROJECT U 0 *F THIS DRAWING IS PREPARED USING INFORMATION PROVIDED BY REDLAND, CIVIL ENGINEERS. IT IS INTENDED TO PROVIDE INFORMATION DESCRIBING ARCHITECTURAL FEATURES AND COMPLIANCE WITH BUILDING CODE REQUIREMENTS ONLY. SEE DOCUMENT PREPARED BY REDLAND FOR INFORMATION IN RELATION TO PRECISE GRADING, HORIZONTAL CONTROL, ACCESSIBLE ROUTE, AND OTHER SIDE DEVELOPMENT INFORMATION. � I LE I F/yy FIRENJATER ENTRY RWM. RE: CIVIL B PLUMB. ~� SII � R8 TRASH OTRANSFORMER 11 , 0 MAIN BUILDING ENTRY (ACCESSIBLE) 9AE ACCESSIBLE ENTRANCE •ARE ACCESSIBLE RESTRICTED ENTRANCE •FACP AF bbl OFF FIRE HYDRANT ®� YfW COORDINATED WITH FIRE SPRINKLER DESIGN AS ' AVERAGE GRADE PLANE POINTS SOUTHWEST= 5,415.8' %,XW • • ._ SOUTHEAST= 5.417.' 5,41326 . .AVERAGE. ACCESSIBLE ROUTE, RE: CML • • PRCPERTYLINE --------------- PARK FENCE RE: DETAIL&L33 (n W M_— OO =U W —.��—■1_1�:T W o> 111111 L.f—� �- = R co co SOF CD4O 4CE STREET 037 4 �SFD ARC 03.25.2021 No. Date Issue 10,1619 too%CO N y R ® Z m PROJECT U 0 *F THIS DRAWING IS PREPARED USING INFORMATION PROVIDED BY REDLAND, CIVIL ENGINEERS. IT IS INTENDED TO PROVIDE INFORMATION DESCRIBING ARCHITECTURAL FEATURES AND COMPLIANCE WITH BUILDING CODE REQUIREMENTS ONLY. SEE DOCUMENT PREPARED BY REDLAND FOR INFORMATION IN RELATION TO PRECISE GRADING, HORIZONTAL CONTROL, ACCESSIBLE ROUTE, AND OTHER SIDE DEVELOPMENT INFORMATION. SITE PLAN LEGEND LE ELECTRIC METER ROOM. RE:ELEC. F/yy FIRENJATER ENTRY RWM. RE: CIVIL B PLUMB. GAS GAS METER. RE: PLUMB. R8 TRASH OTRANSFORMER ACCESSIBLE GPRAGEPPRKING SPACE Iddh� MAIN BUILDING ENTRY (ACCESSIBLE) 9AE ACCESSIBLE ENTRANCE •ARE ACCESSIBLE RESTRICTED ENTRANCE •FACP FIRE ALARM CONTROL PANEL OFF FIRE HYDRANT FIRE DEPARTMENT CONNECTION: FINAL LOCATION TO BE YfW COORDINATED WITH FIRE SPRINKLER DESIGN AS APPROVED BY WEST METRO FIRE AVERAGE GRADE PLANE POINTS SOUTHWEST= 5,415.8' %,XW NORTHWEST= E40I NORTHEAST= 5,4113' SOUTHEAST= 5.417.' 5,41326 . .AVERAGE. ACCESSIBLE ROUTE, RE: CML • • PRCPERTYLINE --------------- PARK FENCE RE: DETAIL&L33 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO MMA .m..'.mmmM1mm Z M M 5W /� LL O 00 j Z C) LL Q WLd Q= (n W OO =U W = W o> W = co co SOF CD4O N U 037 4 �SFD ARC 03.25.2021 No. Date Issue 10,1619 too%CO NAM PERNITSUBMITtk 2 0LU21 n D mg DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Demem By eeeeee RS JT CT Chxke4By eeeeee DMB Tide ARCHITECTURAL SITE PLAN Sheet Number A0-380 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CODE ANALYSIS Codes -Apartment Building and Garage 2018 INTERNATIONAL BUILDING CODE An 81NTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING LODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE MT 8 INTERNATIONAL FIRE CODE M28 NATIONAL ELECTRIC CODE CIN OF WHEAT RIDGE CODE AMENDMENTS ANSI A117.1-2009 Project Description THE PROPOSED RESIDENTIAL PROJECT CONTAINS A4 STORY RESIDENTIAL USE BUILDING OF TYPE V-A CONSTRUCTION ALONG WITH A STRUCTURED PARKING GARAGE OF TYPE IIA CONSTRUCTION. THE APARTMENT BUILDING HOUSES A TOTAL OF 140 DWELLING UNIT$15,000 SF OF AMENITY SPACE, A 3,000 SF COURTYARD WITH POOL AND PROVIDES A MINIMUM 1 PARKING SPOT PER UNIT THE PROJECT IS SITED ON THE NORTHWEST CORNER OF THE WEST 43RD AVENUE AND VANCE STREET INTERSECTION. THE FOLOWING CODE ANALYSIS PERTAINS TO THE TYPE VA APARTMENT BUILDING. CODE ANALYSIS FOR PARKING GARAGE CAN BE FOUND ON SHEET Al14.1 Use & Occupancy Classification - Chapter 3 OCCUPANCY CLASSIFICATION'. R-2 PER SECTION 310.3 AJ (CLUBHOUSE & FITNESS) PER SECTION 3034 CATEGORY: RESIDENTIAL APARTMENTS STORAGE SHOP CLUBHOUSE LEASING GAME ROOM &BAR BASEMENTS ALL EAVoi IIderker LOCATION: ITAE BASEMENT BASEMENT LEVELI LEVELI LEVEL4 IIB, VB LEVELS 1J 1 -HR (see Seclon 202) 1° Roof carebuWon and secondary OCCUPANCY: R-2 S2 B AS B ACCESSORY TYPE OF CONSTRUCTCN: TYPE VA TYPE VA TYPE VA TYPE VA TYPE VA TYPE V-A FIRE SPRINKLER: NFPA 13 NFPA 13 NEPA 13 NFPA 13 NFPA 13 11113 Types of Construction - Chapter 6 CONSTRUCTION CLASSIFICATION: V-A IR31 PER SECTION 602.5 FIREAESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) PERTABLE 601 d Us Man the Man renlawricars ar BVWar on mme sale. '�9"iulrel f No m irehas Maifine m llinsel i1 W : [J. p Marfue]InSM'v,]w.in. n RE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE PER TABLE 602 BUILDING ELEMENT Mmarystrudunl X (Taal) (see Ss^lun 202) 202) Bearw wills ALL EAVoi IIderker Nmt��walls a rd Mar8lbns ITAE THIRD FLOOR: 27.252138.000 =.757 FOURTH FLOOR: 2].250138000=.75] Nertan 9 sails and OanilionsImenoPFMwrconabscWnandsewndaryembers ° 105X30 IIB, VB BEARINGWALLS-EXTERIOR 1 -HR (see Seclon 202) 1° Roof carebuWon and secondary embers (see Section 202) BEARINGWALLS d Us Man the Man renlawricars ar BVWar on mme sale. '�9"iulrel f No m irehas Maifine m llinsel i1 W : [J. p Marfue]InSM'v,]w.in. n RE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE PER TABLE 602 FIRESEPARATIONDISTANCE= TYPEoFCONunnou ION OCCUPANCY X (Taal) 150 GROUP A. B. E. F-2.1, I EO Xc5s ALL 1 1461URILa IA 1 5SXc10 OTHERS THIRD FLOOR: 27.252138.000 =.757 FOURTH FLOOR: 2].250138000=.75] IA. IB ° 105X30 IIB, VB BEARINGWALLS-EXTERIOR 1 -HR OTHERS 1° X130 ALL 0 ACCESSORY OCCUPANCIES ARE THOSE THAT ARE ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING (R-2)AND Il Fire -Resistance -Rated Construction - Chaoter? SHALL NOT OCCUPY MORE THAN 10%OF THE BUILDING AREA OF THE STORY IN WHICH THEY ARE LOCATED. Special Detailed Reauirements Based On Use And Occupancy - Chaoter 4 SECTION 420 -GRT P R-2 WALLS SEPARATING UNITS IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 703. FLOORICEILING ASSEMBLIES SEPARATING UNITS IN THE SAME BUILDING SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH SECTION 711. R-2 OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AND AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION Ani General Building Heights & Areas - Chapter 5 REFER TO SHEET AO -30 FOR GRADE PLANE POINTS ON SITE • GRADE PLANE =5,41326' HEIGHT OF BUILDING Ali =5,/65.68' BUILDING HEIGHT 4STORY RESIDENTIAL -R 2OCCUPANCY V-ACONSIRUCTpN TYPE ALLOWABLE HEIGHT WI SPRINKLER INCREASE (504.3) ACTUAL AREA INCREASE TAKEN: NFPAI3PERSECTION506.3 150 170 ]0' 444' STORIES I 3 1461URILa 1461n. S+BASEMENT BUILDINGAREA ALLOWABLE BUILDING AREA (TABLE AM 21 AND AREA INCREASE (SECTION 506 3) BUILDING No.1 AREACALCUTATIONS USE GROUP: R-2 CONSTRUCTION TYPE: V-A NFPA 13 OCCUPANCY TYPE: APARTMENT HOUSES AREA INCREASE TAKEN: NFPA 13 PER BECTON 6W.3 HEIGHT INCREASE TAKEN: NFPA 13 PER BECTON 504.3 NUMBER OF STORIES ALLOWED: 4 NUMBER OF STORIES PROVIDED: 4 ALLOWABLE AREA PER STORY: Aa = (At x IU+(At x to Aa=(12 000 x 0)+(12,000 x 3) Aa=36000 SF As MAX ALLOWED BUILDING AREA: 36,000 BE 3=108.000 SF MAX ALLOWED BUILDING AREA PER FLOOR: 36,000 SF PROPOSED BUILDING AREA PER FLOOR: 16,189 SF -16,624 SF PROPOSED TOTAL BUILDING AREA: 65,53] BE BUILDING No.2 AREA CALCULATIONS USE GROUP'. R-2IA-3IB CONSTRUCTIONNPE: VA NFPA 13 OCCUPANCY TYPE: APARTMENT HOUSES LEASING&CLUB AREA INCREASE TAKEN: NFPAI3PERSECTION506.3 HEIGHT INCREASE TAKEN: NFPA 13 PER SECTION 504.3 NUMBER OF STORIES ALLOWED: 4 NUMBER OF STORIES PROVIDED: 4 ALLOWABLE AREA PER STORY: As = (AI x IU + (At x to Aa = (12,000 x 0) + (12000 x 3) = 36,000 FOR R-2 Aa = (11,500 x 0) + (11,500 x 3) = 34,500 FOR A3 As= MAX ALLOWED BUILDING AREA SUM OF THE RATIOS FIRST FLOOR: 16.075139.000+8.S6II34.500 =A58 +27 =115 SECOND FLOOR 27,252136 =,757 THIRD FLOOR: 27.252138.000 =.757 FOURTH FLOOR: 2].250138000=.75] TOTAL SHALL NOT EXCEED 3: 715 EACH PORTION OF THE BUILDING SHALL BE INDIVIDUALLY CLASSIFIED AND WHERE A BUILDING CONTAINS MORE THAN ONE OCCUPANCY GROUP, THE BUILDING OR PORTION SHALL FCLLON SECTION MR. ACCESSORY OCCUPANCIES ARE OCCUPANCIES THAT ARE ANCILLARY TO THE MAIN OCCUPANCY OF THE MAIN BUILDING (R-2) PER SECTION 599.2 AMENITY USE (003) ON THE 4TH FLOOR -1,582 SF (9.]%) BUSINESS USE (B) AT THE BASEMENT -807 SF (9.8%) • BUSINESS USE (B) AT THE BASEMENT -141 SF (2.3%) SEPARATED OCCUPANCIES SHALL BE SEPARATED PER TABLE 508,4 -AREAS WHERE SEPARATED OCCUPANCIES EXIST INCLUDE THE FOLLOWING: AMENITY USE (B) AND STORAGE USE (S2)ON BASEMENT OF BUILDING AREA I - 1 -HR FIRE BARRIER & HORIZONTAL ASSEMBLY PER SECTION Si STORAGE USE (SZ) ON BASEMENT OF BUILDING AREA 2 -ILIA FIRE BARRIER & HORIZONTAL ASSEMBLY PER SECTION 508.44.1. AMENITY USE (A,3) ON LEVEL 1 OF BUILDING AREA 2- 1 -HR FIRE BARRIER & HORIZONTAL ASSEMBLY PER SECTION 50844.1. FIRE RATED ASSEMBLIES -APARTMENTS 030 -PER OCCUPANT BUILDING ELEMENT REQUIRED RATING ASSEMBLY CLASS ASSEMBLY DESIGN PER SECTION TYPE V-A EXERCISE BUSINESS STORAGE FLOOR AREA PER OCCUPANT: MOSFGROSS STRUCTURAL FRAME 1 -HR COLUMNS ULX7TI.ALBI CIAO TR GACM 1450 TBL Ad 704.2 STRUCTURAL FRAME 1 -HR BEAMS ULX]7L PLB1 CIAD W. GA CM 1450 TBL 071/704.3 BEARINGWALLS-EXTERIOR 1 -HR EXTERIORWALLS UT U356 TBL 071/]05 BEARINGWALLS-INTERIOR 1 -HR BEARINGWALLS GAWP3510 TBL 601 UNIT DEMISING WALLS 1 -HR FIRE PARTITION GAWP33I0 TBL 801/420.2 CORRIWR WALLS 1 -HR FIRE PARTITION GA WE 3243 TBL 10201 FIREWALL - SHAFTLINER 2 -HR FIREWALL GAASW 1000 TBL 7TCA 1706 EXIT ENCLOSURE -STAIRWAY 2 -HR FIRE BARTER GAWP3820 1024.3/110T HUSTLWAYENCLOSURE 2 -HR FIRE BARTER IBC TI21TZ) 4-11 30M.11 7121713 SHAFTWALL-CHUTES 2 -HR FIREBARRIER IBC T721AD) 4-1.1 713.13 TRASH CHUTE ACCESS ROOM WALLS 1 -HR FIREBARRIER GAWP3510 713.13.31 M7 OCCUPANCY SEPARATION WALL 1 -HR FIREBARRIER GAWP3510 TBL ASA 1707 NON -BEARING WALLS NR N/A N/A TBL 601 BALCONIES NR N/A N/A 705.2.31 EXCEPTION FLOORAMILING - UNITS 1 -HR HORIZONTAL ASSEMBLY UL L550 TBL Sol 1420.31711 FLOORCEILING-CORRIDOR LHR HORIZONTALASSEMBLY GA FC 5400 TBL 071/711 FLOOR/CEILING-WG SEPARATION LHR HORIZONTALASSEMBLY UL L550 TBL 5M.4 ROOF/CEILING-UNITS THR ROOF/CEIUNG UL P522 TBL 071/708.4 RWFICEIUNG-WRRIWR 1 -HR ROOF/CEILING GARC2602 TBL Ad/708.4 RWF/CEILIMG-EXTENCL0.5URE 2 -HR ROOF/CEILING GARC2751 TBL Ad/708.4 RWFICEILING-HOISIWAT ENCLOSURE Ni ROOF/CEILING GARC2601 TBL Ad/713.12 EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF> 10 FEET NEED ONLY BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE PER SECTION ME& OPENINGS IN EXTERIOR WALLS SHALL COMPLY WITH SECTION 7058. UNPROTECTED OPENINGS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 7058, PARAPETS ARE NOT REWIRED PER SECTION 705.11. EXCEPTION 6. SECTION 706 -FIRE WALLS FIRE WALLS SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER TO ALLOW FOR COLLAPSE ON EITHER SIDE WITHOUT COLLAPSE OF THE WALL UNDER FIRE CONDITIONS PER SECTION 706.2 FIRE WALLS SHALL BE CONSTRUCTED OF A2LIOJR RESISTANCE RATING PER TABLE 708.4 FOOTNOTE a. CONTINUITY SHALL BE FROM EXTERIOR WALL TO EXTERIOR WALL PER SECTION 7085.1. FIRE WALLS SHALL BE CONTINUOUS FROM FOUNDATION TO UNDERSIDE OF ROOF PER SECTION 708.6 EXCEPTION 2.3084. SECTION 707 -FIRE BARRIERS EXTERIOR WALLS THAT SERVE AS PART OFA REQUIRED FIREIRESISTANCE-RATED SHAFT OR EXIT ENCLOSURE SHALL COMPLY WITH SECTION 705. PENETRATIONS INTO AN EXIT ENCLOSURE OR EXT PASSAGE SHALL BE ALLOWED ONLY WHEN PERMITTED BY SECTION 1011, 1023.5 AND 10266 RESPECTIVELY. JOINTS MADE BETWEEN FIRE BARRIER WALLS AND FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION T15. CORRIDOR WALLS TO BE 1 -HR RATED PER TABLE 1020.1 EXTERIOR WALLS THAT SERVE AS PART OFA REQUIRED FIREIRESISTANCE-RATED SEPARATION SHALL COMPLY WITH SECTOR 705. SECTION ]13.13- REFUSE AND LAUNDRY CHUTES. A SHAFT ENCLOSURE CONTAINING A REFUSE, RECYCLING. CHUTE SHALL NOT BE USED FOR ANY OTHER PURPOSE AND SHALL BE ACCESS OPENINGS FOR REVISE, RECYCLING CHUTES SHALL BE LOCATED IN ROOMS OR COMPARWENTG ENCLOSED BY NOT LESS THAN 1 -HOUR FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 707 OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH SECTION 711, OR BOTH. OPENINGS INTO THE ACCESS ROOMS SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING FIRE PROTECTION RATING OF NOT LESS THAN 314 HOUR. DOORS SHALL BE SELF -OR AUTOMATIC -CLOSING UPON THE DETECTION OF SMOKE IN ACCORDANCE WITH SECTION 716.2.86. ROOM OR COMPARTMENTS SHALL BE CONFIGURED SUCH THAT ACCESS DOOR MAY CLOSE AND LATCH WITH ACCESS PANEL TO REFUSE CHUTE IN PITY POSITION REFUSE, RECYCLING CHUMS SHALL DISCHARGE INTO AN ENCLOSED ROOM SEPARATED FROM THE REMAINDER OF THE BUILDING BY FIRE BARRIERS OR HORIZONTAL ASSEMBLIES, OR BOTH. OPENINGS INTO THE TERMINATION ROOM SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING FIRE PROTECTION RATING EQUAL TO THE PROTECTION REQUIRED FOR THE SHAFT ENCLOSURE. DOORS SHALL BE SELF- OR AUTCMATGLLOSING UPON THE DETECTION OF SMOKE IN ACCORDANCE WITH SECTION 716268, REFUSE. RECYCLING ROOMS THAT ARE NOT PROVIDED WITH CHUTES NEED ONLY COMPLY WITH TABLE 503. AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 913.2.112. SRI WALLS WITH THROUGH PENETRATIONS REQUIRE FIRESTOP SYSTEMS SUITABLE FOR THE METHOD OF PENETRATION PER BECTON 714.41, PENETRATIONS THROUGH RATED FLOORCEILING ASSEMBLIES REQUIRE PROTECTION BY MEANS OF PROPER MATERIALS AND SEALANT. PROVIDE FIRE DAMPERS OR APPROVED EQUIVALENT AT HVAC OUTLETS WITHIN FLOOR/CEILING ASSEMBLIES. PROVIDE PRE- RWK AROUND ALL LIGHTING RECESSED IN THE FLCCR/CEILING ASSEMBLY. OPENING IN FIRE RESISTIVE RATED ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716. 'RATED OPENINGS ONLY REQUIRED IN ACCORDANCE WITH 70.0. FIRE DAMPERS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 717. FIREBLWKING SHALL BE PROVIDED TO COMPLY WITH SECTION 718.2 -CONCEALED SPACES OF STUD WALLS AND PARTITIONS VERTICALLY AT CEILING AND FLOOR LEVELS; HORIZONTALLYAT INTERVALS NOT EXCEEDING 10 FEET -INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES -CONCEALED SPACES BETWEEN STRINGERS AT THE TOP AND BOTTOM OF RUN -OPENINGS AT VENTS, PIPESAND DUCTS - CONCEALED SLEEPER SPACES -CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS - FACTORY BUILT FIREPLACES SECTION 805 - WALL AND CEILING FINISHES THE INTERIOR WALL AND CEILING FINISHES IN THE UNITS AND CORRIDORS SHALL BE FINISHES TESTED BY AN APPROVED TESTING AGENCY AND SHALL COMPLY WITH SECTION 603 AND TABLE 803.13. VERTICAL EXIT ENCLOSURE WALLS SHALL COMPLY WITH CLASS C FLAME SPREAD RATING. Fire Protective Systems - Chapter 9 SECTION 903 - AUTOMATIC SPRINKLER SYSTEMS FIRE SPRINKLERS REQUIRED PER SECTION 90328 AUTOMATIC SPRINKLER SYSTEM PLANS SHALL BE SUBMITTED TO DETERMINE COMPLIANCE WITH APPLICABLE BUILDING, PLUMBING, AND FINE CODES TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. VALVES FOR CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATERiiSW ITCHES SHALL BE ELECTRONICALLY MONITORED PER SECTION 903.4. • AN APPROVED AUDIBLE SPRINKLER ROW ALARM SHALL BE PROVIDED IN ACCORDANCE WITH BECTON 93.62. • STROBES SHALL BE PROVIDED ABOVE ALL RESIDENTIAL UNITS AND BE INTERCONNECTED WITH THE FIRE ALARM SYSTEM STANDPIPES PRE REQUIRED PER SECTION 9353.1 THE FLOOR OFTHE HIGHEST STORY IS MCHE THAN 30 FEETABOVE FIRE DEPARTMENT VEHICLE ACCESS. CLASS I STANDPIPE ALLOWED PER SECTION 905.3.1, EXCEPTION 1. LOCATIONS OF CLASS I STANDPIPE HOSE CONNECTIONS PER SECTION 905.4 IN EVERY REQUIRED STAIRWAY, LOCATED AT THE MAIN FLOOR LANDING (UNLESS OTHERWISE APPROVED BY FIRE OFFICIAL) EACH SIDE OF THE WALL ADJACENT TO THE EXIT OPENING OF A HORIZONTAL EXIT EXCEPT WHERE REACHABLE FROM EXIT STAIRWAY GIVEN 3U HOSE STREAM AND 100' HOSE LENGTH PROVIDE CLASS A FIRE HAZARD (ORDINARY HAZARD OCCUPANCY) PORTABLE FIRE EXTINGUISHERS PER THE IFC PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN CONSPICUOUS LOCATIONS ALONG NORMAL PATHS OF TRAVEL. MAXIMUM TRAVEL DISTANCE TO ANY FIRE EXTINGUISHER SHALL BE 75 FEET MAX AND 11,250 SF MAX FLOOR AREA PER TART P 908.3(1) MANUAL FIRE ALARM REQUIRED PER SECTION 937.2.9 MANUAL FIRE ALARM BOXES ARE NOT REQUIRED THROUGHOUT THE BUILDING WHEN THE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM AND THE NOTIFICATION APPLIANCES WILL ACTIVATE UPON SPRINKLER FLOW PER SECTION 90] 2.9.1, EXCEPTION 2. SINGLEORMULTIPLE STATION SMOKE ALARM$ REWIRED PER SECTION 907210.2 ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND LOCATED PER SECTION 907.2.10.5 VISIBLE & AUDIBLE ALARM NOTIFICATION APPLIANCES AS REQUIRED PER BECTON W7.52, 907.52.3. FIRE ALARM DRAWINGS SHALL BE SUBMITTED TO FIRE DEPARTMENT FOR REVIEW AND APPROVAL. Means of Egress -Chapter 10 DESIGN OCCUPANT LOAD PER TABLE 1004.5 030 -PER OCCUPANT B. OTHER EGRESS COMPONENTS: 020- PER OCCU PANT C. DOOR ENCROACHMENT: WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS WITH BY FUNCTION OF SPACE: RESIDENTIAL ASSEMBLY EXERCISE BUSINESS STORAGE FLOOR AREA PER OCCUPANT: MOSFGROSS 15SFNET WSFGROSS 133GROSS 55GROSS 90 -MINIMUM WHERE MULTIPLE MEANS OF EGRESS ARE REQUIRED. THEN THEY SHALL BE SIZED SUCH THAT THE LOSS OF ANYONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILALBE CAPACITY TO LESS THAN 50 PERCENT OF THE REWIRED CAPACITY. MINIMUM REWIRED EGRESS WIDTH PER SECTION 10051 EQUALS TOTAL OCCUPANT LOAD SERVED: A. STNRWAYSWIDTHS: 030 -PER OCCUPANT B. OTHER EGRESS COMPONENTS: 020- PER OCCU PANT C. DOOR ENCROACHMENT: WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS WITH BY STORAGE MORE THAN 7'. IN ANY POSITION SHALL NOT REDUCE READ WIDTH BY MORE THAN HALF. TWO EXITS FROM PITY STORY SHALL BE PROVIDED PER SECTION 1008 ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS PALE REWIRED FROM ANY ACCESSIBLE SPACE. EACH ACCESSIBLE PORTON OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS PER SECTION 10091. (1) MAIN BUILDING ENTRY IS PROVIDED; AS SITEPI-M ON SHEET An an CONTINUITY: EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TOA PUBLIC WAY ELEVATORS ARE NOT REQUIRED AS AN ACCESSIBLE MEANS OF EGRESS: PER SECTION 1009.2.1. EXCEPTION NOT STAIRWAYS AS AN ACCESSIBLE MEANS OF EGRESS ARE NOT REWIRED TO HAVE ANY CLEAR WIDTH BETWEEN HANDRAILS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM PER SECTION 1009.3.2, EXCEPTION 1. AREAS OF REFUGE PALE NOT WOUIRED AT EXIT STAIRWAYS IN R-2 BUILDINGS PER SECTION 1009.3.3. EXCEPTION 2. PROVIDE TWOJWAY COMMUNICATION AT ELEVATOR LANDINGS THAT ARE CNE OR MORE STORIES ABOVE EXIT DISCHARGE PER SECTION 10088 SECTION 1011 -STAIRWAYS WIDTH: M• MINIMUM PER SECTION 1011.2 HEADROOM: 80' MINIMUM MEASURE VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NWINGS PER SECTION 1011.3 TREACS AND BEERS: RISERS =4' MINIMUM AND T MAXIMUM HEIGHT, TREADS= IV MINIMUM DEPTH PER SECTION 1011.52. DIMENSIONAL UNIFORM". TOLERANCE BETWEEN LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN LARGEST AND SMALLEST TREAD DEPTH IN ANY FLIGHT Ci STAIRS SHALL NOT EXCEED SIS' PER SECTION 1011S 4 LANDINGS: WIDTH OF LANDING SHALL NOT BE LESS THAN THE WIDTH OF THE STAIRWAY SERVED. LANDINGS SHALL HAVE A MINIMUM DIMENSION MEASURED IN THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE STAIRWAY: SUCH DIMENSION NEED NOT EXCEED 48- WHERE THE STAIRWAY HAS A STRAIGHT RUN PER BECTON 1011.6. HANDRWLS: HANDRAIL HEIGHT SHALL BE UNIFORM. AND W MINIMUM AND W MAXIMUM ABOVE STAIR TREAD NOSINGS PER SECTION 10142. HANDRAILS SHALL RETURN TO A WALL, GUARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST 12' BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR IT BEYOND THE BOTTOM RISER. EXTENSIONS MUST BE IN THE SAME DIRECTONOF THE STAIR. PER SECTION 1014.6. STAIRWAYTOROOR (1) STAIRWAY TO THE ROOF IS PROVIDED AT STAIR INDIA PER SECTION 1011.12; ALL OTHER STAIRWAYS WILL BE PROVIDED WITH A ROOF HATCH MEETING SECTION 1011.12.2, EXCEPTION SECTION 1015 -TAROS PER SECTION WHERE REQUIRED: ALONG OPENSIDED WALKING SURFACES, STAIRWAYS, RAMPS, AND LANDINGS THAT ARE LOCATED MORE THAN 30 -ABOVE THE FLOOR OR GRACE BELOW PER SECTION 10152, HEIGHT: NOT LESS THAN AT AS MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR ADJACENT WALKING SURFACE PER SELTCN 1015.3, OPENING LIMITATIONS: OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT AAL• DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TOA HEIGHT OF 361 FROM A HEIGHT OF 36' TO 47 ABOVE THE ADJACENT WALKING SURFACES PER I USA A SPHERE 4 M' IN DIAMETER SHALL NOT PASS THROUGH PER SECTION 1015.4, EXCEPTION 1. THE TRIANW LAR OPENINGS FORMED BY THE RISER. TREAD, AND BOTTOM RAIL AT THE WEN SIDE OFA STAIRWAY SHALL BE OFA MAXIMUM SIZE SUCH THAT SPHERE OF 8' IN DIAMETER CANNOT PASS THROUGH THE OPENING PER BECTON 1015.4, EXCEPTION 2. SECTION 1020 -CORRIDORS CORRIDORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH TABLE 1020.1 AND MEET THE REQUIREMENT OF FIRE PARTITIONS PER SECTION ]08.1 -HR FIRE PARTITION PER TABLE 601 CGRRIOON FIRE RESISTANCE RATING: OCCUPANCY OCCUPANT LOAD SERVED BY CORR. W/SPRINKIER R-2 GREATER THAN IO OS HE R-2 OCCUPANCIES ANY DEAD END CORRIDOR SHALL NOT EXCEED 50 FEET PER SECTION 10M 4, EXCEPTION 2. A4 OCCUPANCIES, DEAD END CORRIDORS SHALL NOT EXCEED 20 FEET PER SECTION 10204 FIRERESISTANCERATED CORRIDORS SHALL NOT BE INTERRUPTED BY INTERVENING ROOMS BESIDES ANY OF THE FOLLOWING: FOYERS LOBBIES RECEPTION ROOMS INTERIOR EXIT STAIRWAYS SHALL BE CONSTRUCTED AS A 24HR FIRE BARRIER IN ACCORDANCE WITH SECTION 77 EXIT ENCLOSURE MUST LEAD DIRECTLY TO THE EXTERIOR OF THE BUILDING AMENDED BY BUILDING WDE OF THE CITY OF WHEAT RIDGE, Accessibility - Chaoter 11 0 "' ; ■ COLORADO HAS ADOPTED EDITION , ACCESSIBLE 1110111111 PER SECTION N04 CITY OF WHEAT RIDGE HAS ADOPTED APPEND/%'E'OF THE 2018 IBC SEE CIVIL DOCUMENTS PREPARED' CIVILE EE U DC SUI GG P K E P H A R T ACCESSIBLE ENTRANCE$ PER SECTION 11 community • planning R BrG11l8C1U RAN PUBLICENTCELL 5 S AT LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHABE ACCESSIBLE PER BECTON 1101 25MWAWUTSTREET RESTRICTED ENTRANCES: AT LEAST I RESTRICTED ENTPACE SHALL BE PROVIDED DENVER, 00cORAI Mi ww.'mFlnnmm REQUIRED: WHERE PARKING IS PROVIDED, ACCESSIBLE PARKING SPACES SHALL BE PROVIDED IN COMPLNNCE WITH TABLE 1108.1 EQUALS 9 TOTAL ACCESSIBLE PARKING SPOTS OF WHICH (2) ARE VAN PARKING SPOTS; RE: SHEET MAT 08 Al -1.21 DWELLING UNITS SECTION 1107 ALL DWELLING UNITS ARE REQUIRED TO BE OF TYPE A OR TYPE B DUE TO BEING AN ELEVATORED BUILDING. ALL TYPE (2%7 AND TYPE B DWELLING UNITS SHALL COMPLY CHAPTER 10 OF At 17.1(2009) SIGNAGE PER SECTION 1110 SIGNS: REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE LOCATORS LISTED IN SECTION 1111.1 OTHER SIGNS: SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL BE PROVIDED IN EACH DOOR TO AN EGRESS STAIRWAY. EXIT PASSAGEWAY AND EXIT DISCHARGE IN ACCORDANCE WITH SECTION 1011.3 PER SECTION 1111.3 THE DETAILS AND NOTES PROVIDED ON THE ACCESSIBILITY SHEETS REPRESENT ONLY PORTION OF THE REQUIREMENTS SET FORTH BY FEDERAL LAW, STATE LAW, CITY ANO COUNTY LAW AND THE BUILDING CODE FOR ACCESSIBILITY REQUIREMENTS. REFERENCE CODES: IBC 2018, ANSI 117A 2000, FHA DESIGN MANUAL. 1998, ADA STANDARD (FOR PUBLIC SPACES) 2010 CONTRACTORS MUST REVIEW ALL ACCESSIBILITY REQUIREMENTS AS PRESENTED IN THESE CONSTRUCTION DOCUMENTS AND THE REFERENCES HERE IN PRIOR TO STARTING ANY CONSTRUCTION. M18 INTERNATIONAL BUILDING CODES AND ANSI STANDARDS MAY BE OBTAINED BY CALLING THE ICC AT 526.699,0541. OR WRITE TO ICBO AT 5300 WORKMAN MILL ROAD, WHITTLE CA 90601-2298. FOR A COPY OF THE FEDERAL FAIR HOUSING GUIDELINES CONTACT THE U.S. DEPT. OF HOUSING AND URBAN DEVELOPMENT IN DENVER AT 303844.4513. PHONE NUMBERS AND ADDRESSES MAY BE SUBJECT TO CHANGE, FOR SITE ACCESSIBILITY REQUIREMENTS AND ALL SITE ACCESSIBILITY DETAILING, REFER TO CIVIL ENGINEERING DOCUMENTS PREPARED BY REDI-WD CONSULTING GROUPS. Interior Environment - Chapter 12 SECTION 1202.5 -NATURAL VENTILATION NATURAL VENTILATION OF AN OCCUPIED SPACE SHALL BE THROUGH WINDOWS AND DOORS TO THE OUTDOORS, THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED PER SECTION 1202.51 ADJOINING SPACES: WHERE ROOMS OR SPACES WITHOUT OPENING TO THE OUTDOORS, THE OPENING TO THE ADJOINING ROOM SHALL BE UNOBSTRUCTED AND SHALL HAVE AN AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF THE INTERIOR ROOM, BUT NOT LESS THAN 25 SF', RE: UNITSHEETS SECTION 1206.2 -AIR -BORNE SOUND WHERE REQUIRED: INTERIOR WALLS, PARTTIONSAND FLWRI CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN DWELLING UNITS AND ADJACENT PUBLIC AREAS SHALLHAVE ASWND TRANSMISSION CLASS (STC) OF NOT LESS THAN 50 FOR AIR BORN NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E A. WHERE REQUIRED: FLOORICEILING ASSEMBLIES BETWEEN DWELLING UNITS OR BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION CLASS (LIC) RATING OF NOT LESS THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E492. SECTION 1208.2 -ATTIC SPACES ABOVE THE ACCESS OPENING. THE FINISH OPENING DIMENSIONS OF ATTIC ACCESSES SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES. Plumbing - Chapter 29- Chaoter 29 FOR THE TYPE TABLE 2902.1 LOCATION: BASEMENT LEVELI LEVEL4 CATEGORY: PMENIIY STORAGE LEASING CLUB I FITNESS POOL DECK CAME ROOM I BAR OCCUPANCYILOAD BI11000 32/110CC 8115 OCC ,481154 A4175 B(ACCESSORY)ISSOCC REQUIREDWC 1PER 25 1PER25 1PER125-MALE 1PER75FIRST1.500-MALE 1PER 25 FIRST iPER1W FIXTURES: FIRST 50 FIRSTW 11PER 65- FEMALE I PER 40 FIRST 1,520 -FEMALE 1 PER 50, EXCEDINGM REWIRED IAV 1PERI0 1PER 100 IPER 200 -MALE FIXTURES : FIRST 80 iPER200 1 M 150 -FEMALE (HUMSEX, (1)UNISEX, 3 WC MALE, 3 WC FEMALE, 2 LAV MALE, 2 LAV PROVIDED FIXTURES SECTION 2902.1.2 FEMALE (2) MALE I(3) FEMALE OTHER FIXTURES SECTION 291ILS PROVIDED: BOTTLE REFILL, DRINKING S SERVICE SINK Elevators - Chapter 30 ELEVATORS SHALL CONFORM WITH CIN OF WHEAT RIDGE WDE AMENDMENTS. SECTION NI2A- ELEVATOR SME REQUIREMENTS: WHERE ELEVATORS ARE PROVIDED IN BUILDINGS 4 O MORE STORIES ABOVE GRADE PLANE, AT LEAST ONE SHALL BE PROVIDED FOR FIRE DEPT. EMERGENCY ACCESS TO ALL FLOORS. THE ELEVATOR SHALL ACCOMMODATE AN AMBULANCE STRETCHER PER SECTION 3002.. SECTION NN3 -VENTING ELEVATOR MACHINE ROOMS MACHINERY SPACES THATCONTAIN THE DRIVING MACHINE. AND CONTROL ROOMS OR SPACES THAT WNTAIN THE OPERATION OR MOTION WNTROLLER FOR ELEVATOR OPERATION SHALL BE PROVIDED WITH AN INDEPENDENT VENTILATION OR AIR-CONDITIONING SYSTEM. PER 305.2(REFER TO MEP DRAWINGS). SECTION 30MA-NONHR TED MACHINE AND CONTROL ROOMS ELEVATOR MACHINE ROOMS. CONTROL ROOMS, AND CONTROL SPACES DO NOT NEED TO BE RATED AS LONG AS THEY DO NOT ABUT AND DO NOT HAVE OPENINGS TO THE HOISTWAY ENCLOSURE THEY SERVE PER SECTOR 3006.2 EXL.2 SECTION SAM -ENCLOSED ELEVATOR LOBBY& HOISTWAY PROTECTION AN ENCLOSED ELEVATOR LOBBY SHALL NOT BE REQUIRED AT LEVEL OF EXIT DISCHARGE PER 3007.2, EXCEPTION 2. AS THE BUILDING IS TO BE PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 HOISTWAY OPENINGS SHALL BE PROTECTED IN PER 3006.2, AS ELEVATORS CONNECT MORE TRAIN THREE STORIES. DOORS SHALL BE PROVIDED AT EACH ELEVATOR HOISTWAY DOOR OPENING, EXCLUDING LEVEL OF EXIT DISCHARGE, PER SAM - DOORS SHALL COMPLY W1 THE SMOKE 8 DRAFT CONTROL DOOR ASSEMBLY RED'S IN SECTION 7182.2.1.1 WHEN TESTED IN ACCORDANCE WITH UL 1784 WITHOUT AN ARTIFICIAL BOTTOM SEAL PER. 30M.3, No, 3 Project Unit Requirements ACCESSIBLE UNIT COUNTS: PROJECT TOTAL WITHIN PROUECT BOUNDARY: D)APARTMENT BUILDINGS = 143 RESIDENTIAL UNITS. FAIR HOUSING ACT REQUIREMENTS: ALL UNITS IN BUILDINGS CONTAINING FOUR OR MORE UNITS IF SUCH BUILDINGS CONTAIN ONE OR MORE ELEVATORS. PROVIDED: 140 UNITS (ALL UNITS) TO MEET FHA REQUIREMENTS. REQUIRED: ALL UNITS (iM) SHALL MEET ICGANSI At 17.1(200)TYPE S' DWELLING UNITS MINIMUM AND 2% OF ALL UNITS SHALL BE ICOANSI A117.1 TYPE'.' UNITS (3). PROVIDED: 1361CGANS1 AT I7.1 TYPE IF UNITS 41CGANSI AI17A TYPE'.' UNITS REQUIRED FOR PROJECT BOUNDARY: 140 UNITS =60 POINTS PROVIDED WITHIN PROJECT BOUNDARY: 136 ICL/ANSI A117.1 TYPE S' UNITS AT 4 POINTS EACH = 544POINTS PROVIDED NOTE: RE: A05.9 FOR ANSI A UNIT LOCATIONS THE 1996 FAIR HOUSING DESIGN MANUAL IS EMPLOYED AS 'SAFE HARBOR" FOR THE FEDERAL FAIR HOUSING ACT IECC COMPLIANCE BUILDINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE AS ADOPTED BY THE CITY OF WHEAT RIDGE. SEE ENERGY CODE COMPLIANCE REPORT PREPARED BY ENERGETICS CONSULTING ENGINEERS, LLC SUBMITTED UNDER SEPARATE COVER. W 0 M LL 00 .10 _U W cW p C N ^Q Q LL W Q /W V! V) 0 =LJJ U /W l Q 0 > LL Mr co �L nor DMB 08.28.2020 218094 RB JT CT DMB CODE ANALYSIS an CODE ANALYSIS - BUILDING AREA No. 3 MIS INTERNABONAL BUILDING CODE 20181NTERNATONAL MECHANICAL CODE MIS INTERNATIONAL PLUMBING CODE MIS INTERNATIONAL ENERGY CONSERVATION CODE 2018 INTERNATIONAL FIRE CODE 2017 NATIONAL ELECTRIC CODE CITY OF WHEAT RIDGE COOEAMENOMENTS ANSI A1171 -Map Proud Description THE PROPOSED RESIDENTIAL PROJECT CONTAINS A4 STORY RESIDENTIAL USE BUILDING OF TYPE VA CONSTRUCTION ALONG THE FOLLOWING CODE ANALYSIS PERTAINS TO THE TYPE ILA OPEN PARKING GARAGE. CODE ANALYSIS FOR APARTMENT BUILDING CAN BE FOUND ON SHEET A04.0 Use 8 Occupancy Classiflcatlon - Chapter 3 CCCUPANCTCLASSIRCATION: S2 PER SECTION 3113 Special Detalled ReOUlrements Based On Use And Occupancy -Chapter 4 AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325, PER 406.2.1. CLEAR HEIGHT OF EACH FLOOR LEVEL IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALL BE NOT LESS THAN TP, PER 4re.22 VEHICLE AND PEDESTRIAN AREAS ACCOMMODATING VANACOESSIBLE PARKING SHALL NOT BE LESS THAN IW IN HEIGHT GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1015. GUARDS SERVING AS VEHICLE BARRIERS SHALL COMPLY WITH SECTIONS 406.A2 AND 1015. VEHICLE BARRIERS NOT LESS THAN 22-9" IN HEIGHTSHALL BE PLACED AT THE ENDS OF DRIVE LANES, ANDATTHE END OF PARKING SPACES WHERE THE VERTICAL DISTANCE TO THE SURFACE DIRECTLY BELOW IS GREATER THAN 1'-0". VEHICLE BARRIERS SHALL COMPLY WITH THE LOADING REQUIREMENTS OF SECTION 1607.83 WHERE THE OPEN PARKING GARAGE IS USED EXCLUSIVELY FOR THE PARKING OR STORAGE OF PRIVATE MOTOR VEHICLES, WITH AREA OF SUCH OPENINGS IN EXTERIOR WALLS ON A TER SHALL BE NOT] AREA OF EACH TIER. (RE: SHEETA&66 GARAGE CODE REVIEWEXHIBITS) General Building HeiohtsBAreas-Table "115.4 ALLOWABLE 4065.4 ALLOWABLE BUILDING HEIGHT AND AREAS: GOVERNED BY TABLE 406,5A FOR OPEN PARKING GARAGES, SEE ABOVE. v v v v v v v v v v v v v v BASEMENT TIER OF GARAGE REGULATED AS CLOSED PARKING GARAGE, SEE BUILDING AREA NO.4 CONSTRUCTION CLASSIFICATION: II -A (S-2) WRAPPED BY V-A (R-2) SEE SHEET AO -OA FOR ADDITIONAL V-A INFORMATION u1subleipperts: area rmWm glmery¢ o therYIran¢M hw.N er. up�pming Not my, he nal hyl hour Mwe [w'wt In Group F.1 ry xbs, me Pd dstru wr9 mmr ra4veuemv lbe reserour entries prcm>rlonus prill sslrgstructure True embers once wl re ,,ol 120 show no, acres we Hear ",datery beer, absent t, be use] for such entranced c in at M Mary tlmb wrafylnp N sutMHM11 me, shalce9avelxhaee 14,wr dntlwe Menthe fresmiuumc�pases u Nuiren � batM1mmafinrmie¢bcertlnp msm I he startstartgvShallalnl Insertional Are or elemcM lnaMIm TM.fO 6TM rienThosrmca raring deo 5deen, Alm de emnnM herul the fire sepvnlm Ragan d XaagabwM and The story In which the"] is Bel TVR V a mrstArsen, the Art "I she men Mbellrcd b hse e finTess,ence rail Mee the rare vem lim di Is 51x1 OPEN GARAGE AREAS- ALLOWABLE YS ACTUAL REQUIRED RATING LEVEL GROUP, CONSTRUCTION TYPE ALLOWABLE AREA ACTUALARFA GARAGE TABLE]211(2), 4LE 722211 TBL 601, 7042 STRUCTURAL FRAME IHR LEVEL S2/II-A BEARING WALLS - EXTERIOR 06,000 SF 17,533 SF LEVEL S2/II-A IHR 50,000 SF 17,308 SF LEVEL S-2111 -A FIREWALLS 50,000 SF 17,308 SF LEVEL S-2111 -A TABLE 82.221 TBL 601 SOON SF 17,308 SF LEVEL S2/II-A 50,000 SF1],2]4 SF Grand total 06,732 SF v v v v v v v v v v v v v v BASEMENT TIER OF GARAGE REGULATED AS CLOSED PARKING GARAGE, SEE BUILDING AREA NO.4 CONSTRUCTION CLASSIFICATION: II -A (S-2) WRAPPED BY V-A (R-2) SEE SHEET AO -OA FOR ADDITIONAL V-A INFORMATION u1subleipperts: area rmWm glmery¢ o therYIran¢M hw.N er. up�pming Not my, he nal hyl hour Mwe [w'wt In Group F.1 ry xbs, me Pd dstru wr9 mmr ra4veuemv lbe reserour entries prcm>rlonus prill sslrgstructure True embers once wl re ,,ol 120 show no, acres we Hear ",datery beer, absent t, be use] for such entranced c in at M Mary tlmb wrafylnp N sutMHM11 me, shalce9avelxhaee 14,wr dntlwe Menthe fresmiuumc�pases u Nuiren � batM1mmafinrmie¢bcertlnp msm I he startstartgvShallalnl Insertional Are or elemcM lnaMIm TM.fO 6TM rienThosrmca raring deo 5deen, Alm de emnnM herul the fire sepvnlm Ragan d XaagabwM and The story In which the"] is Bel TVR V a mrstArsen, the Art "I she men Mbellrcd b hse e finTess,ence rail Mee the rare vem lim di Is 51x1 EXTERIOR WALLS SECTION 705 EXTERIOR WALLS SHALL BE FIRERESISTANCERATED PER TABLES 601 AND 602 AND 705.5. THE REQUIRED FIREAESISTANCE RATING OF EXTERIOR WALLS WITH A F S D.OF GREATER THAN 19-0' SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE. AREA OF OPENINGS, OPEN PARKING STRUCTURE, WITH A FIRE SEPARATION DISTANCE OF 190' OR GREATER SHALL NOT BE LIMITED. USE OPENINGS IN ACCORDANCE WITH SECTION 706.8. OPENING PROTECTIVES SHALL ONLY BE REQUIRED IN THE EXTERIOR WALL OF THE S@ PARKING GARAGE ONLY AND OPENING PROTECTIVES IN THE EXTERIOR WALL OF THE S-2 PARKING GARAGE SHALL BE NOT LESS THAN 1 I/2 -HOUR FIRE PROTECTION RATING. PER 7053, EXCEPTION 2. TABLE 7058 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION FIRE RATED ASSEMBLIES - GARAGE BUILDING ELEMENT REQUIRED RATING ASSEMBLYCIASSIFICATICN ASSEMBLY DESIGN SECTION STRUCTURAL FRAME IHR COLUMNS TABLE]211(2), 4LE 722211 TBL 601, 7042 STRUCTURAL FRAME IHR BEAMS TABLE]21112), 411', 722211 TBL 601, 7043 BEARING WALLS - EXTERIOR IHR EXTERIORWALLS TABLE 7211(2),4-11',722211 TBL 601, 705 BEARING WALLS - INTERIOR IHR BEARINGWALLS TABLE 7211(2), 4-11',722211 TBL 601 FIREWALL 2HR FIREWALLS TABLE RL I(2), 4-11',722211 TBL 7064 FLWRICEILING IHR HORVONTALASSEMBLY TABLE 82.221 TBL 601 ROOFICEILING 0 A HORVONTALASSEMLBY TABLE 82.221 TBL 601 EXTERIOR WALLS SECTION 705 EXTERIOR WALLS SHALL BE FIRERESISTANCERATED PER TABLES 601 AND 602 AND 705.5. THE REQUIRED FIREAESISTANCE RATING OF EXTERIOR WALLS WITH A F S D.OF GREATER THAN 19-0' SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE. AREA OF OPENINGS, OPEN PARKING STRUCTURE, WITH A FIRE SEPARATION DISTANCE OF 190' OR GREATER SHALL NOT BE LIMITED. USE OPENINGS IN ACCORDANCE WITH SECTION 706.8. OPENING PROTECTIVES SHALL ONLY BE REQUIRED IN THE EXTERIOR WALL OF THE S@ PARKING GARAGE ONLY AND OPENING PROTECTIVES IN THE EXTERIOR WALL OF THE S-2 PARKING GARAGE SHALL BE NOT LESS THAN 1 I/2 -HOUR FIRE PROTECTION RATING. PER 7053, EXCEPTION 2. TABLE 7058 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION FIRE SEPARATION DISTANCE Unplokcktl. Sprinkh"S CUP, By ALLOWABLE AREA Oto>3panel er Not Pwmleed 3 feel b>5leave 1 15% 5 feetfir > 10 bel 1 25% wl FIRE BARRIER FRE WALLS SECTION TW FIRE WALLS SHALL HAVE A RATING NOT LESS THAN THAT REWIRED BY TABLE ]CBA. g, The area of openings in an wan parking aLorcWri MNafire .a Pa III II belimee or 1reelnr graebrphdlnd lMd. k. Fwantl an� in R a EeMaen Fall p 9agal-2 builtling see sectim ]05.3. Excepfiw 2. a. In Type II w V ornaWNm, mile shall Wp lbdbhavea2nmr61� resistance m8ng. B. Far Group H-1 W2 or W3 WlMlrga, also see S�bns d 15 6 ark 415 7. 708.5 HORIZONTAL CONTINUITY. (REFER TO SHEET A0S.12 - A05.13) 706,51, EXTERIOR WALLS. (REFER TO SHEET AOS 2-A0b 13) 706.81, STEPPED BUILDINGS. (REFER TO SHEET A05.12-ASSAM) 708.8. EXCEPTIONS 2. OPENINGS SHALL NOT BE LIMITED TO 156 SQUARE FEET WHERE BOTH BUILDINGS ARE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH BECTON 9013 .A. FIRE BARRIERS SECTION 707 ]0].3.1, SHAFT ENCLOSURES SHALL COMPLY WITH 713.4. 707.32. INTERIOR EXIT STAIRWAYS SHALL COMPLY WITH 10221 707.3.3, ENCLOSURES FOR EXIT ACCESS STAIRWAYS SHALL COMPLY WITH 713,4, 7073A, EXIT PASSAGEWAY SHALL COMPLY WITH 1024.3. MATCHING CONNECTING INTERIOR EXIT STAIRWAY, BUT NOT LESS THAN 1HR T073S, HORIZONTAL EXIT SHALL COMPLY WITH 1026.1 707A. EXTERIOR WALLS WHERE EXTERIOR WALLS SERVE AS A PART OF A REQUIRED FIRE -RESISTANCE -RATED SHAFT OR STAIRWAY OR RAMP ENCLOSURE, OR SERMATION, SUCH WALLS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION ]OS FOR 707.5 CONTINUITY. FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOORJCEILING ASSEMBLY BELOW TO THE UNDER -SIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO. SUCH FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACE. JOINTS AND VOIDS AT INTERSECTIONS SHALL COMPLY WITH SECTIONS 707.8 AND 707.9. VERTICAL OPENINGS SECTION 712 AUTOMOBILE RAMPS IN OPEN AND ENCLOSED PARKING GARAGES SHALL BE PERMITTED WHERE CONSTRUCTED IN ACCORDANCE WITH SECTIONS 4065 AND dO66.RESPECTIVELY. SHAFT ENCLOSURES SECTION 713 SHAFT ENCLOSURES SHALL HAVE A FIREAESISTANCE RATING CP NOT LESS THAN: 2 HOURS WHERE CONNECTING FOUR STORIES CR MORE, 1 HOURS WHERE WHERE CONNECTING LESS THAN FOUR STORIES. BUT NOT LESS THAN 1 HOURS THE NUMBER OF STORIES CONNECTED BY THE START ENCLOSURE SHALL INCLUDE ANY BASEMENTS. SHAFT ENCLOSURES SHALL HAVE A FIRERESISTANCERATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED, BUT NEED NOT EXCEED 2 HOURS. SHAFT ENCLOSURES SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH SECTION TW OR HORIZONTAL ASSEMBLIES CONSTRUCTED IN ACCORDANCE WITH SECTION 711, OR BOTH, AND SHALL HAVE CONTINUITY IN ACCORDANCE WITH SECTION 707.5 FOR FIRE BARRIERS OR SECTION 7114 FOR HORIZONTALASSEMBLIES AS APPLICABLE. WHERE EXTERIOR WALLS SERVE ASA PART OFA REQUIRED SHAFT ENCLOSURE, SUCH WALLS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 705 FOR EXTERIOR WALLS EXTERIOR WALLS REQUIRED TO BE FIRE -RESISTANCE RATED IN ACCORDANCE WITH SECTION 1023.7 FOR INTERIOR EXIT STAIRWAYS AND SECTION 1027.6 FOR EXTERIOR EXIT STAIRWAYS. PENETRATIONS SECTION 714 FIRESTW ALL PENEfRATONS IN THE FIRE -RATED ASSEMBLIES WITH APPROVED MATERIAL IN ACCORDANCE WITH SECTION TI4. WALLS WITH THROUGH PENETRATIONS FEW iw RRESTOP SYSTEMS SUITABLE FOR THE METHOD OF PENETRATION PERSECTIOfi 71431. PENETRATIONS THROUGH RATED ROORICEILING ASSEMBLIES REQUIRE PROTECTION BY MEANS OF PROPER MATERIALS AND SEALANT. PROVIDE FINE DAMPERS OR APPROVED EQUIVALENT AT HVAC OUTLETS WITHIN RW WCEILING ASSEMBLIES. PRONDE PRE -ROOK AROUND ALL LIGHTING RECESSED IN THE FLOORJCEILING ASSEMBLY. IN OR BETWEEN WHICH IT IS INSTALLED. FIREAESISTANT JOINT SYSTEMS SHALL BE TESTED IN ACCOR-DANCE WITH SECTION ]15.3. EXCEPTION: FIRE-RESISTANT JOINT SYSTEMS SHALL NOT BE REQUIRED FOR JOINTS IN ALL OF THE FOLLOWING LOCATIONS: FLOORS WHERE THE JOINT IS PROTECTED BY SHAFT ENCLOSURE IN ACCORDANCE WITH SECTION 713. FLOORS AND RAMPS WITHIN OPEN AND ENCLOSED PARKING GARAGES OR STRUCTURES CONSTRUCTED IN ACCORDANCE WITH SECTIONS 4085 AND 406.6, RESPECTIVELY ROOFS WHERE OPENINGS ARE PERMITTED. CONTROL JOINTS NOT EXCEEDING A MAX. WIDTH OF Rate INCH AND TESTED IN ACCORDANCE WITH ASTM E 119 OR UL 263. SECTION TI6. OPENING PROTECTIVES OPENING IN FIRE RESISTIVE RATED ASSEMBLIES SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 7I6. 'RATED OPENINGS ONLY REQUIRED IN ACCORDANCE WITH MS. FIRE DAMPERS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION TIT. 15 HOUR WHEN PENETRATING LESS THAN 3 -HR FIRE RESISTANCE RATED ASSEMBLIES AN NFPA 13, AUTOMATIC SPRINKLER SYSTEM IS TO BE INSTALLED THROUGHOUT BUILDING 3 SECTION 903 -AUTOMATIC SPRINKLER SYSTEMS SECTION 903 AUTOMATIC SPRINKLERS SHALL BE INSTALLED WITH DUE REGARD TO OBSTRUCTIONS THAT WILL DELAY ACTIVATION OR OBSTRUCT THE WATER DISTRIBUTION PATTERN. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AIITCAVOIC SPRINKLER SYSTEMS,PUMPS,TANKS, WATER LEVELS AND TEMPERATURES, CRITICAL AIR PRESSURES AND WATERFLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY SUPERVISED BY LISTED FIRE ALARM CONTROL UNIT. ALARM, SUPERVISORY AND TROUBLE SIGNALS SHALL BE DISTINCTLY DIFFERENT AND SHALL BE AUTOMATICALLY TRANSMITTED TO AN APPROVED SUPERVISING STATION OR, WHEN APPROVED BYTHE FIRE CODE OFFICIAL, SHALL SOUND AN AUDIBLE SIGNALATA CONSTANTLY ATTENDED LOCATION. AN APPROVED AUDIBLE DEVICE, LOCATED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION, SHALL BE CONNECTED TO EACH AUTOMATIC SPRINKLER SYSTEM. SUCH SPRINKLER WATERFLOW ALARM DEVICES SHALL BE ACTIVATED BY BECTON ME - STANDPIPE SYSTEMS STANDPIPES ARE REQUIRED PER SECTION 406.58. AN OPEN PARKING GARAGE SHALL BE EQUIPPED WITH ASTANDPIPE SYSTEM AS REQUIRED BY 905.3 CLASS 1 PER 915.5 EXCEPTION 1. LOCATIONS OF CLASS I STANDPIPE ROSE CONNECTIONS, IN EVERY REQUIRED STAIRWAY, LOCATED AT MAIN LANDING BETWEEN FLOORS, UNLESS OTHERWISE APPROVED BY FIRE AUTHORIT. PER SECTION 9054 ACCESSIBILFTY-Chapterll AMMENDED BY BUILDING MOE OF THE CITY OF WHEAT RIDGE, COLORADO -2018 EDITION ACCESSIBLE ROUTE 1104 ACCESSIBLE ROUTES WITHIN THE SITE SHALL BE PROVIDED FROM ACCESSIBLE PARKING TO THE ACCESSIBLE BUILDING ENTRANCE SERVED. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. WHEN A BUILDING OR PORTION OFA BUILDING IS REQUIRED TO BE ACCESSIBLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALK -WAYS AND THE PUBLIC WAY PUBLIC ENTRANCES: AT LEAST W PERCENT OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE PER BECTON 1105.1 KING PER SECTION 1106 RE: 56 CODE REVIEW GARAGE EXHIBITS, FOR PARKING TABULATIONS GROUP R3 REWIRES AT LEAST 2 PERCENT, BUT NOT LESS THAN ONE, OF EACH TYPE OF PARKING SPACE. ACCESSIBLE SPACES SHALL BE PROVIDED AT SURFACE AND GARAGE PARKING. RE: SHEET AI -I.1 -A1-0.1 SIGNS: REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE THE IFC LOCATIONS LISTED IN SECTION 11111 SECTION 907 -FIRE ALARM AND DETECTION MANUAL FIRE ALARM BOXES PRE NOT REQUIRED THROUGHOUT THE BUILDING WHEN THE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM AND THE NOTIFICATION APPLIANCES WILL ACTIVATE UPON SPRINKLER FLOW PER SECTION 907.29.1, EXCEPTION 2. SINGLE- OR MULTPLESTATION SMOKE ALARMS REQUIRED PER SECTION 9 W,3102 ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND LOCATED PER SECTION 907.210.5 VISIBLE & AUDIBLE AURM NOTFIWTION APPLIANCES AS REWIRED PER SECTION 907.5.2, 03].52 3 FIRE AIARM DRAWINGS SHALL BE SUBMITTED TO FIRE DEPARTMENT FOR REVIEW AND APPROVAL MEANS OF EGRESS - Chapter 10 FUNCTONOFSPACE: S2 FLOOR AREA PER OCCUPANT: 200 SF GROSS 99MINIMUM WHERE MULTIPLE MEANS OF EGRESS ARE REWIRED, THEN THEY SHALL BE SIZED SUCH THATTHE LOSS OF ANYONE MEANS CP EGRESS SHALL NOT REDUCE THE AVAILALBE CAPACITY TO LESS THAN W PERCENT OF THE REQUIRED CAPACITY. MINIMUM REQUIRED EGRESS WIDTH PER SECTION PER SECTION 1005.1 EQUALS TOTAL OCCUPANT LOAD SERVED: A. STAIRWAYSWIDTHS: 0.30e PER OCCUPANT B. OTHER EGRESS COMPONENTS: 0.29 PER OCCUPANT C. DOWENCROACHMENT: WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS WITH BY MORE THAN T. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN Ia, TW O EXITS FROM ANY STORY SHALL BE PROVIDED PER SECTION 1006 ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE REQUIRED FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTON OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS PER SECTION 1009.1. (1) MAIN BUILDING ENTRY IS PROVIDED RE: SITEPLAN ON SHEET A03.0 CONTINUITY: EACH WOUIREDACCESSIBLE MEANS OF EGRESS SHALL BE CONTNUOUSTOA PUBLIC WAY. ELEVATORS ARE NOT REWIRED AS AN ACCESSIBLE MEANS OF EGRESS: PER SECTION 10092.1. EXCEPTION BOA STAIRWAYS AS AN ACCESSIBLE MEANS OF EGRESS PRE NOT REQUIRED TO HAVE WCLEAN WIDTH BETWEEN HANDRMLS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM PER SECTION 1009 3.2, EXCEPTION 1. AREAS OF REFUGE ARE NOT REQUIRED AT EXIT STAIRWAYS IN R-2 BUILDINGS PER BECTON 1009.3 S EXCEPTION 2. PROVIDE TWC-WAY COMMUNICATION AT ELEVATOR LANDINGS THAT ARE ONE OR MORE STORIES ABOVE EXIT DISCHARGE PER SECTION III SECTION 1011 -STAIRWAYS VrII ALP MINIMUM PER SECTION 10112 HEADROOM: 80e MINIMUM MEASURE VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS PER BECTON 1011.3 TREADSANDRISERS: RISERS -4" MINIMUM AND T MAXIMUM HEIGHT, TREADS =11' MINIMUM DEPTH PER SECTION 101 1.52, OIMENSIMALUNIFMMIW TOLERANCE BETWEEN I MIGESTAND SMALLEST RISER HEIGHT CR BETWEEN IARGESTAND SMALLESTTREAD DEPTH IN ANY FLIGHT OF STAIRS SHALL NOT EXCEED 3el PER SECTION 1011.54. UNDI G ' WIDTH OF IANDING SHALL NOT BE LESS THAN THE WIDTH OF THE STAIRWAY SERVED. LANDINGS SHALL HAVE MINIMUM DIMENSION MEASURED IN THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE STAIRWAY: SUCH DIMENSION NEED NOT EXCEED W WHERE THE STAIRWAY HAS STRAIGHT RUN PER SECTION 1011.6 HANDRAILS: HANDRAIL HEIGHT SHALL BE UNIFORM, AND 34" MINIMUMAND 38" MAXIMUM ABOVE STAIRTREAD NOSINGS PER SECTION 10142, HANDRMLS SHALL RETURN TOA WALL, WARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE 14NDRAIL OF AN ADJACENT STAIR RIGHT. WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST tY BEYOND THE TW RISER AND CONTINUE TO SLOPE FOR tY BEYOND THE BOTTOM RISER. EXTENSIONS MUST BE IN THE SAME DIRECTIONOW THE STAIR. PER SECTION 1014,8. GUARDS PER SECTION 1015 THERE REWIRED: ALONG OPENSIDED WALKING SURFACES. STAIRWAYS RAMPS, AND LANDINGS THAT ARE LOCATED MORE THAN 30' ABOVE THE FLOOR OR GRADE BELOW PER BECTON 10152, HEIGHT: NOT LESS THAN 4Y AS MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR ADJACENT WALKING SURFACE PER SECTION 1015.3. OPENIWLIMRATKXHS: SPHERE OF 6" IN DIAMETER CANNOT PASS THROUGH THE OPENING PER SECTION 1015A. EXCEPTION 2. EXIT ACCESS TRAVEL DISTANCETABLE 10172 400' P PERMITTED FOR S-2 WITH SPRINKLER SYSTEM MEASUREMENT RE: ADS 7 S AM.$ TRAVEL DISTANCE ON EXITACCESS STAIRWAYS SHALL BE INCLUDED IN THE EXIT ACCESS TRAVEL DISTANCE MEASUREMENT. THE MEASUREMENT ALONG STAIRWAYS SHALL BE MADE ON A PLANE PARALLEL AND TANGENT TO THE STAIR TREAD NOSINGS IN THE CENTER OF THE STAIR AND LANDINGS, INTERIOR EXIT STAIRWAYS SHALL BE CONSTRUCTED AS A 2 A FIRE BARRIE EXIT ENCLOSURE MUST LEAD DIRECTLY TO THE EXTERIOR OF THE BUILDING AN EXIT PASSAGEWAY SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN AS A MEANS OF EGRESS THE REQUIRED WIDTH OF EXIT PASSAGEWAYS SHALL BE UNOBSTRUCTED. 14' MIN, WIDTH EXIT PASSAGEWAYS ON THE LEVEL OF EXIT DISCHARGE SHALL TERMINATE AT AN EXIT DISCHARGE. EXIT PASSAGEWAYSON OTHER LEVELS SHALL TERMINATE AT AN EXIT. THE CAPACITY CP THE EXIT DISCHARGE SHALL BE NOT LESS THAN THE REQUIRED DISCHARGE CAPACITY OF THE EXITS BEING SERVED. WIDTH.M'MIN. THE EXIT DISCHARGE SHAT.- PROVIDE A DIRECT AND UNOBSTRUCTED ACCESS TO A PUBLIC WAY. OTHER SIGNS'. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL BE PROVIDED IN EACH DOOR TO AN EGRESS STAIRWAY. EXIT PASSAGEWAY AND EXIT DISCHARGE IN ACCORDANCE WITH SECTION 1011.3 PER SECTION 1111.3 THE DETAILS AND NOTES PROVIDED ON THE ACCESSIBILITY SHEETS REPRESENT ONLY PORTION OF THE REQUIREMENTS SET FORTH BY FEDERAL LAW, STATE LAW, CITY AND COUNTY LAW AND THE BUILDING CODE FOR ACCESSIBILITY REQUIREMENTS. REFERENCE CODES: IBC 2018, ANSI 11).120]9, FRA DESIGN MANUAL. 1998, ADA STANDARD (FOR PUBLIC SPACES) 2010 CONTRACTORS MUST REVIEW ALL ACCESSMILNY REQUIREMENTS AS PRESENTED IN THESE CONSTRUCTION DOCUMENTS AND THE REFERENCES HERE IN PRICK TO STARTING ANY CONSTRUCTION. MIS INTERNATIONAL BUILDING CODES AND ANSI STANDARDS MAY BE OBTAINED BY CALLING THE ICC AT 526,699.0541. OR WRITE TO ICBO AT 5350 WORKMAN MILL ROAD. WHITTIER CA, 903 01-2 2 98. FOR A COPY OF THE FEDERAL FAIR HOUSING GUIDELINES, CONTACT THE U.S. DEPT. OF HOUSING AND URBAN DEVELOPMENT IN DENVER AT 303844,4513. PHONE NUMBERS AND ADDRESSES MAY BE SUWECT TO CHANGE. FOR SITE ACCESSIBILITY REQUIREMENTS AND ALL SITE ACCESSIBILITY DETAILING, REFER TO CNIL ENGINEERING DOCUMENTS PREPARED BY REDLAND CONSULTING GROUPS. ENERGY EFFICIENCY - Chapter 13 BUILDINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE 2018 INTERNATIONAL ENERGY CONSERVATION WOE AS ADOPTED BYTHE CITY OF WHEAT RIDGE. SEE ENERGY CODE COMPLIANCE REPORT PREPARED BY ENERGETICS CONSULTING ENGINEERS, LLC SUBMITTED UNDER SEPARATE COVER. CODE ANALYSIS - BUILDING AREA No. 4 Codes-Apartmed Building and Garage RE: BUILDING AREA No. 3 Project Description RE: BUILDING AREA No.3 THE FOLLOWING CODE ANALYSIS PERTAINS TO THE TYPE IIA CLOSED PARKING GARAGE. Use & Occupmloy CWsslBcallon -Charier 3 OCCUPANCY CLASSIFICATION: S2 PER SECTION 3113 General Building Heioht and Areas - Chaffer Building antl Areas - Chaffer 5 Tel SOS 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS BUILING ELEMENT REQUIRED WALL ASSEMBLY RATING MIN. FIRE DOOR& SHUTTER ASSEMBLY RATING FIRELL/BARRIER 2Fqurm 1112 mum SHAFTI EXIT ENCLOSURE] IXIT PAIRMUtWA 2Murs 1112 hours FIRE BARRIER 1 Murs 1 Nauta EXTERIOR WALLS 1 1 mum 1 314 MUM AN NFPA 13, AUTOMATIC SPRINKLER SYSTEM IS TO BE INSTALLED THROUGHOUT BUILDING 3 SECTION 903 -AUTOMATIC SPRINKLER SYSTEMS SECTION 903 AUTOMATIC SPRINKLERS SHALL BE INSTALLED WITH DUE REGARD TO OBSTRUCTIONS THAT WILL DELAY ACTIVATION OR OBSTRUCT THE WATER DISTRIBUTION PATTERN. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AIITCAVOIC SPRINKLER SYSTEMS,PUMPS,TANKS, WATER LEVELS AND TEMPERATURES, CRITICAL AIR PRESSURES AND WATERFLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY SUPERVISED BY LISTED FIRE ALARM CONTROL UNIT. ALARM, SUPERVISORY AND TROUBLE SIGNALS SHALL BE DISTINCTLY DIFFERENT AND SHALL BE AUTOMATICALLY TRANSMITTED TO AN APPROVED SUPERVISING STATION OR, WHEN APPROVED BYTHE FIRE CODE OFFICIAL, SHALL SOUND AN AUDIBLE SIGNALATA CONSTANTLY ATTENDED LOCATION. AN APPROVED AUDIBLE DEVICE, LOCATED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION, SHALL BE CONNECTED TO EACH AUTOMATIC SPRINKLER SYSTEM. SUCH SPRINKLER WATERFLOW ALARM DEVICES SHALL BE ACTIVATED BY BECTON ME - STANDPIPE SYSTEMS STANDPIPES ARE REQUIRED PER SECTION 406.58. AN OPEN PARKING GARAGE SHALL BE EQUIPPED WITH ASTANDPIPE SYSTEM AS REQUIRED BY 905.3 CLASS 1 PER 915.5 EXCEPTION 1. LOCATIONS OF CLASS I STANDPIPE ROSE CONNECTIONS, IN EVERY REQUIRED STAIRWAY, LOCATED AT MAIN LANDING BETWEEN FLOORS, UNLESS OTHERWISE APPROVED BY FIRE AUTHORIT. PER SECTION 9054 ACCESSIBILFTY-Chapterll AMMENDED BY BUILDING MOE OF THE CITY OF WHEAT RIDGE, COLORADO -2018 EDITION ACCESSIBLE ROUTE 1104 ACCESSIBLE ROUTES WITHIN THE SITE SHALL BE PROVIDED FROM ACCESSIBLE PARKING TO THE ACCESSIBLE BUILDING ENTRANCE SERVED. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. WHEN A BUILDING OR PORTION OFA BUILDING IS REQUIRED TO BE ACCESSIBLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALK -WAYS AND THE PUBLIC WAY PUBLIC ENTRANCES: AT LEAST W PERCENT OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE PER BECTON 1105.1 KING PER SECTION 1106 RE: 56 CODE REVIEW GARAGE EXHIBITS, FOR PARKING TABULATIONS GROUP R3 REWIRES AT LEAST 2 PERCENT, BUT NOT LESS THAN ONE, OF EACH TYPE OF PARKING SPACE. ACCESSIBLE SPACES SHALL BE PROVIDED AT SURFACE AND GARAGE PARKING. RE: SHEET AI -I.1 -A1-0.1 SIGNS: REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE THE IFC LOCATIONS LISTED IN SECTION 11111 SECTION 907 -FIRE ALARM AND DETECTION MANUAL FIRE ALARM BOXES PRE NOT REQUIRED THROUGHOUT THE BUILDING WHEN THE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM AND THE NOTIFICATION APPLIANCES WILL ACTIVATE UPON SPRINKLER FLOW PER SECTION 907.29.1, EXCEPTION 2. SINGLE- OR MULTPLESTATION SMOKE ALARMS REQUIRED PER SECTION 9 W,3102 ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND LOCATED PER SECTION 907.210.5 VISIBLE & AUDIBLE AURM NOTFIWTION APPLIANCES AS REWIRED PER SECTION 907.5.2, 03].52 3 FIRE AIARM DRAWINGS SHALL BE SUBMITTED TO FIRE DEPARTMENT FOR REVIEW AND APPROVAL MEANS OF EGRESS - Chapter 10 FUNCTONOFSPACE: S2 FLOOR AREA PER OCCUPANT: 200 SF GROSS 99MINIMUM WHERE MULTIPLE MEANS OF EGRESS ARE REWIRED, THEN THEY SHALL BE SIZED SUCH THATTHE LOSS OF ANYONE MEANS CP EGRESS SHALL NOT REDUCE THE AVAILALBE CAPACITY TO LESS THAN W PERCENT OF THE REQUIRED CAPACITY. MINIMUM REQUIRED EGRESS WIDTH PER SECTION PER SECTION 1005.1 EQUALS TOTAL OCCUPANT LOAD SERVED: A. STAIRWAYSWIDTHS: 0.30e PER OCCUPANT B. OTHER EGRESS COMPONENTS: 0.29 PER OCCUPANT C. DOWENCROACHMENT: WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS WITH BY MORE THAN T. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN Ia, TW O EXITS FROM ANY STORY SHALL BE PROVIDED PER SECTION 1006 ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE REQUIRED FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTON OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE MEANS OF EGRESS PER SECTION 1009.1. (1) MAIN BUILDING ENTRY IS PROVIDED RE: SITEPLAN ON SHEET A03.0 CONTINUITY: EACH WOUIREDACCESSIBLE MEANS OF EGRESS SHALL BE CONTNUOUSTOA PUBLIC WAY. ELEVATORS ARE NOT REWIRED AS AN ACCESSIBLE MEANS OF EGRESS: PER SECTION 10092.1. EXCEPTION BOA STAIRWAYS AS AN ACCESSIBLE MEANS OF EGRESS PRE NOT REQUIRED TO HAVE WCLEAN WIDTH BETWEEN HANDRMLS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM PER SECTION 1009 3.2, EXCEPTION 1. AREAS OF REFUGE ARE NOT REQUIRED AT EXIT STAIRWAYS IN R-2 BUILDINGS PER BECTON 1009.3 S EXCEPTION 2. PROVIDE TWC-WAY COMMUNICATION AT ELEVATOR LANDINGS THAT ARE ONE OR MORE STORIES ABOVE EXIT DISCHARGE PER SECTION III SECTION 1011 -STAIRWAYS VrII ALP MINIMUM PER SECTION 10112 HEADROOM: 80e MINIMUM MEASURE VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS PER BECTON 1011.3 TREADSANDRISERS: RISERS -4" MINIMUM AND T MAXIMUM HEIGHT, TREADS =11' MINIMUM DEPTH PER SECTION 101 1.52, OIMENSIMALUNIFMMIW TOLERANCE BETWEEN I MIGESTAND SMALLEST RISER HEIGHT CR BETWEEN IARGESTAND SMALLESTTREAD DEPTH IN ANY FLIGHT OF STAIRS SHALL NOT EXCEED 3el PER SECTION 1011.54. UNDI G ' WIDTH OF IANDING SHALL NOT BE LESS THAN THE WIDTH OF THE STAIRWAY SERVED. LANDINGS SHALL HAVE MINIMUM DIMENSION MEASURED IN THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE STAIRWAY: SUCH DIMENSION NEED NOT EXCEED W WHERE THE STAIRWAY HAS STRAIGHT RUN PER SECTION 1011.6 HANDRAILS: HANDRAIL HEIGHT SHALL BE UNIFORM, AND 34" MINIMUMAND 38" MAXIMUM ABOVE STAIRTREAD NOSINGS PER SECTION 10142, HANDRMLS SHALL RETURN TOA WALL, WARD, OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE 14NDRAIL OF AN ADJACENT STAIR RIGHT. WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST tY BEYOND THE TW RISER AND CONTINUE TO SLOPE FOR tY BEYOND THE BOTTOM RISER. EXTENSIONS MUST BE IN THE SAME DIRECTIONOW THE STAIR. PER SECTION 1014,8. GUARDS PER SECTION 1015 THERE REWIRED: ALONG OPENSIDED WALKING SURFACES. STAIRWAYS RAMPS, AND LANDINGS THAT ARE LOCATED MORE THAN 30' ABOVE THE FLOOR OR GRADE BELOW PER BECTON 10152, HEIGHT: NOT LESS THAN 4Y AS MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR ADJACENT WALKING SURFACE PER SECTION 1015.3. OPENIWLIMRATKXHS: SPHERE OF 6" IN DIAMETER CANNOT PASS THROUGH THE OPENING PER SECTION 1015A. EXCEPTION 2. EXIT ACCESS TRAVEL DISTANCETABLE 10172 400' P PERMITTED FOR S-2 WITH SPRINKLER SYSTEM MEASUREMENT RE: ADS 7 S AM.$ TRAVEL DISTANCE ON EXITACCESS STAIRWAYS SHALL BE INCLUDED IN THE EXIT ACCESS TRAVEL DISTANCE MEASUREMENT. THE MEASUREMENT ALONG STAIRWAYS SHALL BE MADE ON A PLANE PARALLEL AND TANGENT TO THE STAIR TREAD NOSINGS IN THE CENTER OF THE STAIR AND LANDINGS, INTERIOR EXIT STAIRWAYS SHALL BE CONSTRUCTED AS A 2 A FIRE BARRIE EXIT ENCLOSURE MUST LEAD DIRECTLY TO THE EXTERIOR OF THE BUILDING AN EXIT PASSAGEWAY SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN AS A MEANS OF EGRESS THE REQUIRED WIDTH OF EXIT PASSAGEWAYS SHALL BE UNOBSTRUCTED. 14' MIN, WIDTH EXIT PASSAGEWAYS ON THE LEVEL OF EXIT DISCHARGE SHALL TERMINATE AT AN EXIT DISCHARGE. EXIT PASSAGEWAYSON OTHER LEVELS SHALL TERMINATE AT AN EXIT. THE CAPACITY CP THE EXIT DISCHARGE SHALL BE NOT LESS THAN THE REQUIRED DISCHARGE CAPACITY OF THE EXITS BEING SERVED. WIDTH.M'MIN. THE EXIT DISCHARGE SHAT.- PROVIDE A DIRECT AND UNOBSTRUCTED ACCESS TO A PUBLIC WAY. OTHER SIGNS'. SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL BE PROVIDED IN EACH DOOR TO AN EGRESS STAIRWAY. EXIT PASSAGEWAY AND EXIT DISCHARGE IN ACCORDANCE WITH SECTION 1011.3 PER SECTION 1111.3 THE DETAILS AND NOTES PROVIDED ON THE ACCESSIBILITY SHEETS REPRESENT ONLY PORTION OF THE REQUIREMENTS SET FORTH BY FEDERAL LAW, STATE LAW, CITY AND COUNTY LAW AND THE BUILDING CODE FOR ACCESSIBILITY REQUIREMENTS. REFERENCE CODES: IBC 2018, ANSI 11).120]9, FRA DESIGN MANUAL. 1998, ADA STANDARD (FOR PUBLIC SPACES) 2010 CONTRACTORS MUST REVIEW ALL ACCESSMILNY REQUIREMENTS AS PRESENTED IN THESE CONSTRUCTION DOCUMENTS AND THE REFERENCES HERE IN PRICK TO STARTING ANY CONSTRUCTION. MIS INTERNATIONAL BUILDING CODES AND ANSI STANDARDS MAY BE OBTAINED BY CALLING THE ICC AT 526,699.0541. OR WRITE TO ICBO AT 5350 WORKMAN MILL ROAD. WHITTIER CA, 903 01-2 2 98. FOR A COPY OF THE FEDERAL FAIR HOUSING GUIDELINES, CONTACT THE U.S. DEPT. OF HOUSING AND URBAN DEVELOPMENT IN DENVER AT 303844,4513. PHONE NUMBERS AND ADDRESSES MAY BE SUWECT TO CHANGE. FOR SITE ACCESSIBILITY REQUIREMENTS AND ALL SITE ACCESSIBILITY DETAILING, REFER TO CNIL ENGINEERING DOCUMENTS PREPARED BY REDLAND CONSULTING GROUPS. ENERGY EFFICIENCY - Chapter 13 BUILDINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE 2018 INTERNATIONAL ENERGY CONSERVATION WOE AS ADOPTED BYTHE CITY OF WHEAT RIDGE. SEE ENERGY CODE COMPLIANCE REPORT PREPARED BY ENERGETICS CONSULTING ENGINEERS, LLC SUBMITTED UNDER SEPARATE COVER. CODE ANALYSIS - BUILDING AREA No. 4 Codes-Apartmed Building and Garage RE: BUILDING AREA No. 3 Project Description RE: BUILDING AREA No.3 THE FOLLOWING CODE ANALYSIS PERTAINS TO THE TYPE IIA CLOSED PARKING GARAGE. Use & Occupmloy CWsslBcallon -Charier 3 OCCUPANCY CLASSIFICATION: S2 PER SECTION 3113 General Building Heioht and Areas - Chaffer Building antl Areas - Chaffer 5 Tel SOS TIERS 14 OF GARAGE REGULATED AS OPEN PARKING WRAOE, SEE BUILDING AREA NO.3 NO BUILDING AREA MODIFICATIONS TAKEN PER WE GROUP SO ENCLOSED PARKING GARAGE WITH GROUP SII OPEN PARKING GARAGE ABOVE S10.3 FLOOR ASSEMBLY SEPARATING ENCLOSED FROM OPEN PARKING GARAGE SHALL BE PROTECTED AS REWIRED FOR THE FLOOR ASSEBLY OF THE ENCLOSED PARKING GARAGE. OPENINGS BETWEEN ENCLOSED AND OPEN PARKING GARAGES, EXCEPT ESR OPENINGS, SHALL NOT BE REQUIRED TO BE PROTECTED. Types d Conslaudion -Chapter 6 RE: BUILDING AREA No.3 Fire -Resistance -Rated Constrwition - Chapter T RE: BUILDINGAREA No.3 FIRE PROTECTION SYSTEMS - Chapter 9 RE: BUILDINGAREANa.3 MEANS OF EGRESS - Chapter 10 CLOSED GARAGE AREAS -ALLOWABLE vs ACTUAL RE: BUILDING AREA No.3 FOR: LEVEL (ROUP, WNSTRUCTONTYPE ALLOWABLE AREA STORIES ALL (IBC. IRC Rer.) II ACTUAL AREA GARAGE 0.30' PER OCCUPANT (36"MIN.) B. OTHER EGRESS COMPONENTS: 0.20' PER OCCUPANT (36' MIN.) BASEMENT IIA NFPA13 MOM SF UNLIMITED 17,WO Be Grand bail BY MORE THAN Ia. 17,5O Be TIERS 14 OF GARAGE REGULATED AS OPEN PARKING WRAOE, SEE BUILDING AREA NO.3 NO BUILDING AREA MODIFICATIONS TAKEN PER WE GROUP SO ENCLOSED PARKING GARAGE WITH GROUP SII OPEN PARKING GARAGE ABOVE S10.3 FLOOR ASSEMBLY SEPARATING ENCLOSED FROM OPEN PARKING GARAGE SHALL BE PROTECTED AS REWIRED FOR THE FLOOR ASSEBLY OF THE ENCLOSED PARKING GARAGE. OPENINGS BETWEEN ENCLOSED AND OPEN PARKING GARAGES, EXCEPT ESR OPENINGS, SHALL NOT BE REQUIRED TO BE PROTECTED. Types d Conslaudion -Chapter 6 RE: BUILDING AREA No.3 Fire -Resistance -Rated Constrwition - Chapter T RE: BUILDINGAREA No.3 FIRE PROTECTION SYSTEMS - Chapter 9 RE: BUILDINGAREANa.3 MEANS OF EGRESS - Chapter 10 RE: BUILDING AREA No.3 FOR: DESIGN OCCUPANT LOAD, NUMBER OF EXITS, HEADROOM, ACCESSIBLE MEANS CP EGRESS, TREAD & RISERS, LANDINGS, HANDRAILS, GUARDS, EXIT ACCESS TRAVEL DISTANCE, EGRESS WIDTHS A. STAIRWAYSWIDTHS: 0.30' PER OCCUPANT (36"MIN.) B. OTHER EGRESS COMPONENTS: 0.20' PER OCCUPANT (36' MIN.) 0 DOOR ENCROACHMENT: WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS WITH BY MORE THAN P. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN Ia. EXIT ACCESS STAIRWAY: THAT SERVE OR ATMOSPHERICALLY COMMUNICATE BETWEEN, ONLY (2) STORIES ARE NOT REWIRED TO BE ENCLOSED PER 1019.3, EXCEPTION I. WIDTH: 35' MINIMUM PER SECTION 10094 RE'. BUILDING AREA No.3 ENERGY EFFICIENCY - Chapter 13 RE'. BUILDING AREA No. 3 111 �� ■ KEPHART 25M WALNUT STREET DENVER, COLORADO Shut xxw.bp6ertmm MM J 00 J -U U) W cW p C ^Q LL W Q /W V! U) O LJJ =U /W l Q 0 > LL Mr lM/ aL d0 signer DMB 08.28.2020 Bell 218094 a By IRS JT CT Seo By DMB CODE ANALYSIS GARAGE 0 Nue6er AO -4.1 Ci y 4;' energetioscansImiag eng mr ]ors. Ilc G� J ..,w, . _.. : ,. • ode., -o . RIDGE HOUSE APARTMENTS 4331 Vance St, Wheat Ridge, CO, 80033 NATIONAL GREEN BUILDING STANDARD/ ICC 700-3012 COMPLIANCE REPORT June 15, AGO Updated Mordr19,Z021 Prepared for: XEPHART Architecture a Planning 2555Wainutsteet Denier, W W20S Prepared bY• Energetics Comulting Engincers, LLC 61405. Gun Club Rd. Suite X4121 Aurora, CO MD16 303.619.0091 w.v,v, .navy.. ID Elizabeth Gillmor, PE CODE BASELINE MODEL The Code Baseline model has the following: • Residential HVAC: (lot Water PTAC is COmmUn HVAC: Packaged Slngk Zone$"*in with hitt pump heating and DX cooling • Stairwells: Electric unit heaters • Apartment lighting is modeled Identically In baseline and Proposed models is Older lighting and envelope meet 20091 ECC minimum requirements or Electrical, process fan, and DHW loads are modeled soentkally in Sardine also Proposed models See Appendix A for additional modeling details. a ti � energettea-eng.com coca MnMMyfnerPfms M1110giuvii smee P,upsed facer , paver. to were. mum lMY3 M1em penes Mlle ir a lis 1111111 trimmed Wild primed %$urrMar xeeli Oe Mx6s'F Sir 0% Lord expert entire read R WWW wood wood Natural ��e Yfe Ilektlw!ro 50 a ti � energettea-eng.com coca MnMMyfnerPfms u, W Mw M Mn rw 4 Ys we en Mw ra •Err.. o...� •rv.usinur • a • . Contents 1 MMPLIANCESUMMARY........................ ..................._.....,..,...,.....,..,,..,.........,..,............,...,........,..,,........,2 OVERVIEW ... ._,_..... ,..,..... ....................................,...............................,.....,.,.,..,...........,,.............................4 EXPECTATIONSOFACNMCY.... -............... -... ........... .._.......... ..................... _...................... .._.............. _... 4 CODEBASELINE MODEL.................................................................................................................................5 APPENDIX A - LOCATION Is CLIMATE DATA..........................................................................................................................7 ENVELOPE INPUTS ...............-.................... ............ ............ ... ......... .......... _.......... .......... ...... 7 UGHIING & LOAD INPUTS ........................... .... ... ......... .................... ............. ..-......... .... ......... ,...... ............. ...g HVAC & DHW INPM.................................................................................... • APPENDIX S -MODELING RESULTS..................................._..........................................................................., 10 PROPOSED DESIGN........................................................ _............................... _........... _........... _................. Il 1 COMPLIANCE SUMMARY INTRODUCTION The Ridge House Apammenn project Is a 4-rtory wrap style multifamily Wilding with a partial basement Final and parting garage. The project consists of 14o dwelling units la mix of studio through 2.Iwdmom), amenity Said park5ng prime, and an outdoor pool. The project is using following the 20091ECC Section 506 performance method to demonstrate compliance and energySavin for Natlonal Green Ifulldi Standard ICC M 2012 certification, In oder M coni P u comply, Me Proposed building annual energy costs mart Be equal to or less than the Baseline reference building annual energy costs, and demomllMe srvings relative to baseline. In addition. the Project also meed Me mandatory requirements as follows: • UdionW2.4-MandMoryairkakaprequirments • UdionW3.2-Mandatory WV requirements • SectlonSW-Service water heating • Section SOS -Lighting&Electrical `�a energetics-eng,com Pa a 21 11 PROPOSED MODEL The Proposed design differs from the Code Basel In the following ways: Envelope: n Woodframe3 R-211baUtU-0.0621 o Below grade walls: Mau wall, r unlnsulamd concrete 11)0.690) • Foundation: Unmsulated e Rook R 30 batt insulation In attic • Storefront windows: cause pane low -e, with average assembly UG42, SNGICA37 o Vinyl windows: Double ii low e, with enrage assembly U-0.32, SHGC-0.37 o Shading from batteries and overhangs • Uldmng&loads: o in Lighting Power Dem%lVredudcen(see Appendix for detaib6 o Elrteridr lighting bad reduced by 69% • HVAC&DHW: o "AquatherodhydronN fan coils with coding by SEER 1314 condensing units and DHW heating is ConIclan: Electric resistance fan cars with SEER 14 DX coding is Amenity: Fan coils wind 3.5 COP heat pump heating and SEER 14-15 DX emhng meal pump operates M 4F) Pleam rpe Appendix A fpr additional modeling Mails. p P A g e s i ll `Qa energetics-eng.com Ma4hMLrwPCmb M1110giuvii smee P,upsed facer , paver. to =nnmmu lMY3 M1em penes Mlle wild 1111111 trimmed Wild primed %$urrMar xeeli Oe Mx6s'F Natural Gw ElectricitySeMnP 2,731 expert entire read R WWW Peak Natural -111 Yfe Ilektlw!ro 50 temand RMNMo D Gai Me wit 1 Bex lkWRl SMnP (MRI B&W(M) LrIW (Material Ips • I,Slins communry, reNroom, oap att 4sD aasusab prey ll ntw Carneh NOM Nand coma u, W Mw M Mn rw 4 Ys we en Mw ra •Err.. o...� •rv.usinur • a • . Contents 1 MMPLIANCESUMMARY........................ ..................._.....,..,...,.....,..,,..,.........,..,............,...,........,..,,........,2 OVERVIEW ... ._,_..... ,..,..... ....................................,...............................,.....,.,.,..,...........,,.............................4 EXPECTATIONSOFACNMCY.... -............... -... ........... .._.......... ..................... _...................... .._.............. _... 4 CODEBASELINE MODEL.................................................................................................................................5 APPENDIX A - LOCATION Is CLIMATE DATA..........................................................................................................................7 ENVELOPE INPUTS ...............-.................... ............ ............ ... ......... .......... _.......... .......... ...... 7 UGHIING & LOAD INPUTS ........................... .... ... ......... .................... ............. ..-......... .... ......... ,...... ............. ...g HVAC & DHW INPM.................................................................................... • APPENDIX S -MODELING RESULTS..................................._..........................................................................., 10 PROPOSED DESIGN........................................................ _............................... _........... _........... _................. Il 1 COMPLIANCE SUMMARY INTRODUCTION The Ridge House Apammenn project Is a 4-rtory wrap style multifamily Wilding with a partial basement Final and parting garage. The project consists of 14o dwelling units la mix of studio through 2.Iwdmom), amenity Said park5ng prime, and an outdoor pool. The project is using following the 20091ECC Section 506 performance method to demonstrate compliance and energySavin for Natlonal Green Ifulldi Standard ICC M 2012 certification, In oder M coni P u comply, Me Proposed building annual energy costs mart Be equal to or less than the Baseline reference building annual energy costs, and demomllMe srvings relative to baseline. In addition. the Project also meed Me mandatory requirements as follows: • UdionW2.4-MandMoryairkakaprequirments • UdionW3.2-Mandatory WV requirements • SectlonSW-Service water heating • Section SOS -Lighting&Electrical `�a energetics-eng,com Pa a 21 11 PROPOSED MODEL The Proposed design differs from the Code Basel In the following ways: Envelope: n Woodframe3 R-211baUtU-0.0621 o Below grade walls: Mau wall, r unlnsulamd concrete 11)0.690) • Foundation: Unmsulated e Rook R 30 batt insulation In attic • Storefront windows: cause pane low -e, with average assembly UG42, SNGICA37 o Vinyl windows: Double ii low e, with enrage assembly U-0.32, SHGC-0.37 o Shading from batteries and overhangs • Uldmng&loads: o in Lighting Power Dem%lVredudcen(see Appendix for detaib6 o Elrteridr lighting bad reduced by 69% • HVAC&DHW: o "AquatherodhydronN fan coils with coding by SEER 1314 condensing units and DHW heating is ConIclan: Electric resistance fan cars with SEER 14 DX coding is Amenity: Fan coils wind 3.5 COP heat pump heating and SEER 14-15 DX emhng meal pump operates M 4F) Pleam rpe Appendix A fpr additional modeling Mails. p P A g e s i ll `Qa energetics-eng.com Ma4hMLrwPCmb Plwe refer to architectural and MEP drawings for additional documentation of mandatory requiremmis. RESULTS The proposed design has annual energy costs that are 2&9%lower Man Me NGBS haseline model, thus Me Proposed design Is compliant. Told ]'4 ,wl f rdow, Cron, I 7WWl]/SOW I ..•ood... _ dlsalP SP,oW 5nl.xl: SO Flwawd Ed 5109,S17 SA.327 513a.act Ssz,3N L.994 311,7 Annual Energy Costs 5o Nome 51m,00o 510.000 $200,000 e 1w�Pnem m were Belead aMre M ntre •Cedire Ewa P91 arvnm M1110giuvii smee P,upsed facer , paver. to =nnmmu lMY3 M1em penes Mlle carrier H.T)'k trimmed Wild Plwe refer to architectural and MEP drawings for additional documentation of mandatory requiremmis. RESULTS The proposed design has annual energy costs that are 2&9%lower Man Me NGBS haseline model, thus Me Proposed design Is compliant. Told ]'4 ,wl f rdow, Cron, I 7WWl]/SOW I ..•ood... _ dlsalP SP,oW 5nl.xl: SO Flwawd Ed 5109,S17 SA.327 513a.act Ssz,3N L.994 311,7 Annual Energy Costs 5o Nome 51m,00o 510.000 $200,000 e 1w�Pnem m were Belead aMre M ntre •Cedire Ewa P91 arvnm F 11150190) 3MA93 ]aa% 3]14]0 vid 331% 32MOSS 1651.I52 NA3f `og a energetics-eng.com D APPENDIX A— MODEL INPUTS UTILITY RATES Energy metering in the energy model uses a commercial electric meter as the dominant race for Me project and commercial gas meter. Corresponding utility rates are shown below. M1110giuvii smee P,upsed facer , paver. to Weare,, rile lMY3 M1em penes Mlle carrier H.T)'k trimmed Wild primed %$urrMar xeeli Oe Mx6s'F Natural Gw ElectricitySeMnP 2,731 expert entire read R WWW Peak Natural Sarkgs.dam Yfe Ilektlw!ro 50 temand RMNMo D Gai Me wit 1 Bex lkWRl SMnP (MRI B&W(M) LrIW (Material Ips • I,Slins communry, reNroom, oap att 4sD aasusab prey ll ntw Carneh F 11150190) 3MA93 ]aa% 3]14]0 vid 331% 32MOSS 1651.I52 NA3f `og a energetics-eng.com D APPENDIX A— MODEL INPUTS UTILITY RATES Energy metering in the energy model uses a commercial electric meter as the dominant race for Me project and commercial gas meter. Corresponding utility rates are shown below. e WlErwar LOCATION & CUMATE DATA Infaindid do weather fiN used Is Mown below. M1110giuvii smee P,upsed MOMnIYCMrBe'.40�7 paver. to Weare,, rile lMY3 M1em penes Mlle carrier H.T)'k LaNdw, Wild MoI IVCM : SIM xeeli Oe Mx6s'F BOID e WlErwar LOCATION & CUMATE DATA Infaindid do weather fiN used Is Mown below. ENVELOPE INPUTS 2 ENERGY MODELING OVERVIEW The OpenStudb interim for EnergyPlus hourly building energy simulation program was usetl for the Wilding energy analysis. The figures below show sketches of the energy model Wilding envelope geometry and aoNng. The geometry is wprcally simplified for modeling purposes to accurately simulate energy transfer through all surfaces In the Wilding. Windows on the same orientation and pane art often grouped together to decrease simulation time; this does net affect results of the model. The Wilding was zoned for perimeter venal core spaces, and for differing space uses, f y„m r. Motrl and omen.: ar.a This building energy analysis has beer building models definad as follows: • CODEBASELINE: Thais Me20091ECCB eline WibingesWsgymadeldevebpedusn5edmn506 Performance Method, with some modifications to demonstrate sawrrgs for residential lighting and low flow plumbing fixtures fallowing Energy Star Multifamily modeling protocol. • PROPOSED: This mock) reflects Me Prolpud design in Me Permit Documents ser EXPECTATIONS OF ACCURACY The Predicted Energy USe Intensity (pEtJg for Me Protected Design and the Baseline have been provlded as a part M this analysts. What every effort is made In the energy modeling process to accurately capture expected Wilding occupancy, loads, and operating schedules by following accepted Industry proMCol and energy medehng rules as set form by the IECC standard, it is not uncommon fed actual EUI to deviate from the PEI( by f/-50%due to differences in operation and loads. If the measured EUI Is higher than this, 11 H recommended to pursue re3Mtommissloning M identify the source of Me energy increase, and ensure that the building systems are operating as Intended. did Pa ge 3111 energeti0s-enq.com MaaelM Mn Ye. Icnndelnrcal M1110giuvii smee P,upsed moron paver. to Weare,, rile lMY3 M1em penes Mlle carrier H.T)'k LaNdw, Wild EkMm11M1 SIM xeeli Oe Mx6s'F BOID [mare Da ows IMw p` rl 2,731 expert entire read So pbpion auib RMC 9D'! W: MN Cm4 Leel _•uIb WE AWPa OrWeiwI 50 ENVELOPE INPUTS 2 ENERGY MODELING OVERVIEW The OpenStudb interim for EnergyPlus hourly building energy simulation program was usetl for the Wilding energy analysis. The figures below show sketches of the energy model Wilding envelope geometry and aoNng. The geometry is wprcally simplified for modeling purposes to accurately simulate energy transfer through all surfaces In the Wilding. Windows on the same orientation and pane art often grouped together to decrease simulation time; this does net affect results of the model. The Wilding was zoned for perimeter venal core spaces, and for differing space uses, f y„m r. Motrl and omen.: ar.a This building energy analysis has beer building models definad as follows: • CODEBASELINE: Thais Me20091ECCB eline WibingesWsgymadeldevebpedusn5edmn506 Performance Method, with some modifications to demonstrate sawrrgs for residential lighting and low flow plumbing fixtures fallowing Energy Star Multifamily modeling protocol. • PROPOSED: This mock) reflects Me Prolpud design in Me Permit Documents ser EXPECTATIONS OF ACCURACY The Predicted Energy USe Intensity (pEtJg for Me Protected Design and the Baseline have been provlded as a part M this analysts. What every effort is made In the energy modeling process to accurately capture expected Wilding occupancy, loads, and operating schedules by following accepted Industry proMCol and energy medehng rules as set form by the IECC standard, it is not uncommon fed actual EUI to deviate from the PEI( by f/-50%due to differences in operation and loads. If the measured EUI Is higher than this, 11 H recommended to pursue re3Mtommissloning M identify the source of Me energy increase, and ensure that the building systems are operating as Intended. did Pa ge 3111 energeti0s-enq.com MaaelM Mn Ye. Icnndelnrcal M1110giuvii smee P,upsed do 1epLL3 MOMMarloor Mea anon Saran] Yoe wlrvpPap 96,p18 more Grade srwNa Ymea Me M73 0dtoheiP vmpaPNo 2% rMox1omil'm p YmewMe 21% MOnollOOrne%M YnwnhO 21% Wall ymenpe al% U fet" uame MR-21bW Assemery SPINLm,pp-l3ap-)s[.I. yield', oet slvIC437 U0.1i paanm 0),I fewer: Vocal s114ca.1] snR•g Mas: R.)sc' 113 a e 6111 �; a energetlos-eng.com D E� 4111 U fenm taus un® losseribly, Sweden pradseemd n.0) Ne L• Lem hualMartO: ulielYel incest fa.5e M73 Ronne tineas empmM 2% ran Leas despoil 21% sarin same as PmmsN 21% Wall ymenpe al% TV" oparewwwrimpdisavoaitlAa Rn: Ynylcpr•Ble peMl StwNmMpN NxrxYy LLlatq IW:40.•5 farrow :45, yield', oet slvIC437 U0.1i NMc s114ca.1] snR•g xare Nears 9h+WfMm kaXorwawmnalaarlma LIGHTING & LOAD INPUTS HVAC & DHW INPUTS aMlaary Storm: Rniymial PROPOSED Mrbr lbMllg l0)/rD MwnN-3.23 Amennr-as IwnMwrrwnml ueenl Patarl.l Mvrmmts20.30 uxeeeary farMiw-o.s -o21 ,1 ranedrs wT lnW wmDnMllry 31-1.50 flece Elerryn-0.6s 3 am oxmoa AWDXC poun enrleM-O.6s RO:rMxaMMMm¢-IMHmInIM Gra�-0.90 owae-oor ewMor: Colenarr vdume-CanMlwa broae-0.]0 bbl -311 mWr-o eanmm: eawwt valwme - cawnlwws 0111wolio Ogke-Om 5 001E -0(A L -oao Saxi a -on o"*rn1111 Nee naw Oceumnm eY [Mb communry, reNroom, oap YmenMadre pNepaae prey ll ntw Carneh NOM Nand coma 3r36D5W 3.No 300 rkgwr ane as Proposed N.ale.ma1:30Fsw/dRMmwr a alr.raa%Nrn..erml W EL Q= owners �: 0301 RlwYlf Lmexro M ]TrYNM-IASkW HVAC & DHW INPUTS aMlaary Storm: Rniymial Wwm lo:xp WNw RK plgp0® 'DX...hcmhwnh FAmnlc Meng and DX mol]er vmMwYsweem: %sums rweeevlPemrensumwnn mmemr. rao muswim prmir MamgaM cwndd/Mwwty nM pnplNalln Md Ox malNeleM uxeeeary community • planning •architecture SyNemeN Garel ranedrs wT lnW wmDnMllry am oxmoa AWDXC MMlyNn IneS:WwM1VWm!-IMenInNMM RO:rMxaMMMm¢-IMHmInIM COmdv: coMmrvolune-Cmwaws ewMor: Colenarr vdume-CanMlwa M eanmm: eawwt valwme - cawnlwws Pa a 7111 040 a energetics-eng.com Da Pa 4e 8111 111 �� ■ KEPHART community • planning •architecture 25MWAWUTSTREET DENVER, COLORADO anms w,m.MHanmm U) FEMM Z W M 5 d L 00 Folsom O F w LLQ gyp/ LL a W EL Q= LU U) ``W^^ v/ 0 07 OOLU =U _ W Z > W co ' ^ v M d M� SOF C040 0 N 037 4 �SFD ARC`F. 03.25.2021 No. Me Iggue 10.18.19 t0)%CO NAM PERLITPUBMITIrk 2 0va21 n D mit DJV Pmgd Designer mmmw DMB se mmmw 08.28.2020 um der 218094 Drarm By mmmw RB JT CT Owed By DMB me ENERGY DOCUMENTATION Sheet Number mmmw A0-4.2 fvlvv Rn 863 w/.Mr Rarta3 n/.M1lr NvtlGw Rm Eer..e s.meupmwaa2 RUEar.n: D.zEm./dm m 141 75 COmnon: D.gSr/[M1n Corr4or: D3w/[M1n 4379'10 RI:LLC AY®i O.l whim 1AWInrnDA mne4prmmee ReRmn[4mmmlwpx�smrm m.ank am Om 11ns:pdgarmisw9c [mnonly Mme Nam am.w"mmww5mlm Nam NO" Nam En I,Rgwe Nam Nem xumlapvllml xan xan Roll SNmlma IN TF xmllrw tememem Rw®x.Rmil.Y rx DRwmaw Cmman JMYE1rM mMImIFrrMI calmer: [kYhreYfYme M1mlie 0 a w Imen :1.50CA0 hn m mn Rpm9i IM Wawr NgplY 21m,wmWAm I50F a00 T read Atilt 99 ME Yi 0 NO Om a 00 u DO Mp 1!11311 Camara S,ameaft 75E JEE Cooing Equipment R m-n3EEk Rnm-Ia%ER Om "mmm:DM-URER "rMor:m-14WER 060 060 4mn Dk-1615 YFR Chilled weerUpply Team, 0/8AtT Ma rl r. eaw IRI, 59 ssE sv ilio Ma4m.q 060 Wellulment AONM Gm -. W40560." him weYr mee wne4m eRW4mrewvOVEam GKME -Fmrry SYr mlm4fRrYanmrwrm om smn W4mr1 0m 2619m1Rm9r5 -Iss lmraslreeer6 wg.5.r -2.2mamleas -0.5RPnbn am -22 M[MnLnk -2.2 YR[mn Onk N%WMwngE gami magur ]6ES.EEGaEIyr owl 23611 12.11s ` 0> energetics-eng.com Oa Pa Re 9111 APPENDIX 13— MODELING RESULTS CODE BASELINE EAtli t.np frxemvn [Aptx.J611r5'31m11� L,IIi1Arm Dv erarlsmmlryl Taee�rc.aryl �Ommen NvtlGw V Tmill m 141 75 Addimea om ow [Aptx.J611r5'31m11� L,IIi1Arm Dv erarlsmmlryl Taee�rc.aryl FYuue 019 2:19861 NmeJEr Om 2901862 ON Me 70 ivi 4379'10 RI:LLC AY®i on f xua wmptar Mm' n.maOrmmaa a ml wn [Aptx.J611r5'31m11� L,IIi1Arm Dv Arm1e21 Oamm NSlrmb.nmrr iwYHUIYNA19U J' ®rrvmn mmshme,ii 1501194 1YMRYmavma 060 1Lminv.m R.^EwEYe6,489 111EEam y$a energetics-eng.eom page 10111 PROPOSED DESIGN LAP:6, Egar E'r Sowam PwaeSuMaw hBwl Taw Fmg9 Uw OBw7 Elrcn¢rt Im5 W3Y H21m121 \aux Gm EXm.mr Pem3 r,,,IG. nrl A6mmmEml PLw 11,mi 0 p5mIDr..31e.m28alml area, loll Nawlee 45u2771 I66141m a ON Om ON ('ewe 4119516 am am am am Om Inmm Lpae I11,143mu Om Om Om Om 000 En I,Rgwe 1602894 Om am Om Om 0 DO Lamm 24550914 0 OR Om 060 Euem Ea..a-.. 0 a w a ON 0 m U 00 a00 w m4M 95 a w 0 NO Om a 00 u DO Mp 1!11311 ON 0m 0w 0w 060 Neo Remm, Om Om Om 060 060 Om MumNnry Om Om OW Om 060 ilio Ma4m.q 060 Om a OR am 0 w as R4rmmem om 37:=411 OW 0m a N u nm:l wg.5.r Om om am om Om om ww 1 owl owl Goal DWI 001 an No. Data Issue m.an PERMITSUBMlnK 2 01.1621 OWNEFIREVISION 0k Tr Fr Uw 11 41 "1 esewervull owl 001 Om I nee 7921 y$a energetics-eng.eom page 10111 PROPOSED DESIGN LAP:6, Egar E'r Sowam PwaeSuMaw hBwl Taw Fmg9 Uw OBw7 Elrcn¢rt Im5 W3Y H21m121 \aux Gm EAp3 T. [mop Cv SummT Pam Sabaw 151 TeadEpem, came RI ekeevry 4WIT) owl 3211161.37 Twd 1 1643509 141 11913".05 AMYowul OW ON EAp3 T. [mop Cv SummT Yrveuanvp rm(mMvWla qrp mwrmrrmm' Eb11A4rvf Loup R.IYyirm coalAa1oa Pam Sabaw 151 TeadEpem, came RI ekeevry 4WIT) Imw912 X Gm Om 1932361 owe community • planning aarchitecture o" Taal 4589110 ln"841 4al.meal Om Yrveuanvp rm(mMvWla qrp mwrmrrmm' Eb11A4rvf Loup R.IYyirm coalAa1oa Rl..mm.mRi vrr11lt.Prt A4nmu am Bel Dmm came gram Dr,,.wrRPeaN Vumbmhmm�lswvvv 2520 ! TmDw=Om nv Y6aVwrvLv4 xacm11ME mhbr411evmvw m25 sw...m 104J" I"t1 �4 41, % energetics-eng.com Duel 9 age til I Rl..mm.mRi vrr11lt.Prt A4nmu am Bel Dmm came gram Dr,,.wrRPeaN Loa No Hrm11.e 1Ax1741 0 X 060 community • planning aarchitecture 17 n P11,3461 In:m tqammx Im+Oau 0 OR 060 0 OR M Enee 1 -game 121191 0 Me Om 0 m J Iwrrr R9.Tv 1611519 111 0 OR Om 060 Fssrr Eq,q,,r 060 0 DO 060 F— LU Fv 127912.41 Om Om Om Om Om Mp 1!11311 ON 0m 0w 0w 060 Neo Remm, Om Om Om 060 060 Om H... 060 Om OW am 060 0w Nev3awen Om Om ON 060 060 060 w,mymesul owl OW 0m Om 1iY1V g.Errkmm owloft I..V Om am am am 6,mmm 060 owlom am om om No. Data Issue m.an PERMITSUBMlnK 2 01.1621 OWNEFIREVISION 0k im13W Vr 1911mL`I 111119.37 Om Om Om 116.%-16 �4 41, % energetics-eng.com Duel 9 age til I ^o, x cB 0 0 0 111 �� ■ KEPHART community • planning aarchitecture 25MWAWUTSTRE:ET DENv R, COLORADO Rums .ra.k.pmnmm U) Z W M LL/Y�51 0 J 00 .jO F— LU w C) LL Q W/�LU Q= L1J > �+ / v ! lF— V/ OO =U LL _ W 0 > I..V SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 No. Data Issue m.an PERMITSUBMlnK 2 01.1621 OWNEFIREVISION 0k t n D mg 1 DJV Pwpd0e9igner DMB Date 08.28.2020 Job Number 218094 [hrimn By RB JT CT Chadmi By DMB The ENERGY DOCUMENTATION Sheet Number 910-443 ^o, x cB 0 0 0 FIREWALL TERMINATION PER 788.5 EXC.1 t# up 11FIC IBiHOY BLDG AREA No. 1 Mon :..;1'11•••1 ■.. lihm V NO TABLE 062, NOTE c OPEN PARKING GARAGES COMPLYING WITH SECTION 406 SHALL NOT BE REQUIRED TO HAVE A FIRE RESISTANCE RATING FOR I IIA WHERE FSD IS AT LEAST Uh-T -{-+- E ■.uul■.I Iml A Me • • BLDG AREA No. I Mellon1� ■ ■ I,II MI F..11111111 0.1 REM I loll IN ON Lo- -• .I 1 Mal �FPO� lo I.. ��■ ��� w;iZj �� I■�MINE me ■■ �0� I` deff ■a BUILDING AMA No. 1 ' fy 0 O DING AREA No.1 BUILDING DATA USE GROUP: R-2 CONSTRUCTION TYPE: VA, NFPA 13 _ OCCUPANCY TYPE: APARTMENT HOUSES AREAINCREASETAKEN: NFPA 13 PER SECTION MISS OCCUPANCYTYPE: APAFIMEMHOUSES AAEAINCREASETAKEN: NFPAI3PERSECTION506.3 HEIGHT INCREASE TAKEN: NFPAI3PERSECTION604.3 NUMBER OF STORIES ALLOWED: 4 HEIGHT INCREASE TAKEN: NFPA 13 PER SECTION 504.3 - /1 AREA OF STORY PROVIDED: 18.6545E 0 NUMBER OF STORIES ALLOWED:4 CONSTRUCTION TYPE: V-A NFPA 13 MLU NUMBER OF STORIES PROVIDED: 4 BLDG AREA No. 2 OCCUPANCYTYPE: APARTMEMHOUSES AREA PER STORY ALLOWED: 36,000 SF BUILDING AREA 000.3 BUILDING DATA CE 1 AREA OF STORY PROVIDED: 16,644 SF HEIGHT INCREASE TAKEN: NFPA 13 PER SECTION 504.3 i 1L USE GROUP: 3-2 NUMBER OF STORIES ALLO W ED: 4 UN o DING AREA No.3 BUILDING DATA NUM BER OF STORIES PROVIDED: 4 1L AREA PER STORY ALLOWED: 35.000 SF USE GROUP: S-2 I 0 CONSTRUCTION TYPE: S-21 IIA lF-^ CONSTRUCTION TYPE: S-2lll-A U I I o O OCCUPANCYTYPE: PRIVATE OPEN PARKING GARAGE I I p ri OCCUPANCY TYPE: PRIVATE OPEN PARKING GAMGE AREAWA 2 HEIGHT INCREASE TAKENNIA F----------- j U A7.04 NUMBER OF STORIES ALLOWED: UNLIMITED N 037 4 �SFD ARC`F. NUMBER OF STORIES PROVIDED: 5 - PSh HEIGHT INCREASE TAKEN: NIA AREA PER STORY ALLOWED: UNUMITEDSF r Lr 0 `Y NUMBER OF STORIES ALLOWED UNLIMRED p AREA OF STORY PROVIDED: 17,306 SF 8 n O OF STORIES PROVIDED: 5 FIRE WALL TERMINATION PER 7065 EXC. 1 - E 0 DMB eeeeeeSam 08.28.2020 Job Number p Drimen By eeeeee RB JT CT 11rFIRE �C The 1].308SF BUILDING SEPARATION Si DATA Sheet Number I TU BUILDING AREA No.2 EIIIIIIIIIIIIIIII BUILDING DATA ? USE GROUP R-2 CONSTRUCTION TYPE. VA, NFPA 13 r ^ OCCUPANCY TYPE: APARTMENT HOUSES p BUILDING AREA No. 2 BUILDING DATA U p AREA IT NFPAI3PER 5063 INCREASE TAKEN RSECTSECTION HEIGHT INCREASE TAKEN: NFPA I3 PER 3ECTIgN 5CI.3 NUMBER OF STORIES ALLOWED: 4 _ NUMBER OF STORIES PROVIDED: 4 N AREA PER STORY ALLOWED: WORD BE U AREA OF STORY PROVIDED: 27,263 SF )e)= i VT BUILDING AMA No. 1 BUILDINGDATA USE GROUP: R-2 CONSTRUCTION TYPE: V-A, NFPA 13 OCCUPANCYTYPE: APAFIMEMHOUSES AAEAINCREASETAKEN: NFPAI3PERSECTION506.3 HEIGHT INCREASE TAKEN: NFPAI3PERSECTION604.3 NUMBER OF STORIES ALLOWED: 4 NUMBER OF STORIES PROVIDED: 4 AREA PER STORY ALLOWED: 36,OW SF AREA OF STORY PROVIDED: 18.6545E BLDG AREA No. 1 AREA INCREASE TAKEN: NFPA 13 PER SECTION 606.3 HEIGHT INCREASE TAKEN: NFPA 13 PER SECTION 504.3 NUMBER OF STORIES ALLOWED: 4 NUMBER OF STORIES PROVIDED: 4 AREA PER STORY ALLOWED: 36,000 SF AREA OF STORY PROVIDED: 9,1 W BE 0 Pe= BUILDING DATA USEGROUP'. 52 MAX ALLOWED BUILDING SUMOFTHERKnCS FIRST FLOOR: 16505135,003+ 8,867M,500 - AM +.257 =.715 SECOND FLOOR: 27,252136003= ]57 THIRD FLOOR: 2T,252136W0=.75T FOURTH FLOOR: 27 250136.0c) -.75] o AREA PER STORY ALLOWED: UNUMITEDSF AREA OF STORY PROVIDED: 17,533 SF U CONSTRUCTION TYPE: V-A NFPA 13 MLU BLDG AREA No. 2 OCCUPANCYTYPE: APARTMEMHOUSES J BUILDING AREA 000.3 BUILDING DATA CE 1 u HEIGHT INCREASE TAKEN: NFPA 13 PER SECTION 504.3 i 1L USE GROUP: 3-2 NUMBER OF STORIES ALLO W ED: 4 w o NUM BER OF STORIES PROVIDED: 4 1L AREA PER STORY ALLOWED: 35.000 SF W Q= I � lF-^ CONSTRUCTION TYPE: S-2lll-A V! I I o _ LLI I I > ri OCCUPANCY TYPE: PRIVATE OPEN PARKING GAMGE I I I I I..L F----------- j U AREA INCREASE TAKEN: NIA N 037 4 �SFD ARC`F. 03. 25.2021 No. Date IBaua HEIGHT INCREASE TAKEN: NIA r r T `Y NUMBER OF STORIES ALLOWED UNLIMRED I 8 n O OF STORIES PROVIDED: 5 Jy,NUMBER V Mellon DJ/ Pmgd Oeeigner DMB eeeeeeSam 08.28.2020 Job Number AREA PER STORY ALLOWED: UNUMDEDSFAMAOFSTO2YPROVIDED: Drimen By eeeeee RB JT CT 11rFIRE DMB The 1].308SF BUILDING SEPARATION Si DATA Sheet Number A0-5.0 ? WALL TERMINATION PER 7065 EXG 1 r ^ BUILDING AREA No. 2 BUILDING DATA Pe= BUILDING DATA USEGROUP'. 52 MAX ALLOWED BUILDING SUMOFTHERKnCS FIRST FLOOR: 16505135,003+ 8,867M,500 - AM +.257 =.715 SECOND FLOOR: 27,252136003= ]57 THIRD FLOOR: 2T,252136W0=.75T FOURTH FLOOR: 27 250136.0c) -.75] TOTAL SHALL NOT EXCEED 3: ]15+]57+]57+.757=2966 BVILOING AREA Not BUILDINGWTA USE GROUP: R-2 CONSTRUCTION TYPE: VA. NFPA 13 OCCUPANCYTYPE: APARTMENTHOUSES AREIINCREASETAKEN: NFPAI3PERSECT10N588.3 HEIGHT INCREASE TAKEN: NFPA 13 PER SECTION 504.3 NUMBER OF STORIES ALLOWED t 4 NUMBER OF STORIES PROVIDED: 4 AREA PER STORY ALLOWED'. 36.000 SF AREA OF STORY PROVIDED: 16 630 SF BUILDING AREA No. 3 BUILDING DATA USEGROUP'. 52 CONSTRUCTION TYPE: S-2/IIA OCCUPANCYTYPE: PRIVATE OPEN PARKING GARAGE AREAINCREASETAKEN: NIA HEIGHT INCREASETAKEN: WA NUMBER OF STORIES ALLOWED: UNLIMITED NUMBER OF STORIES PROVIDED: 5 AREA PER STORY ALLOWED: UNUMITEDSF AREA OF STORY PROVIDED: 17,533 SF FIRE WALL TERMINATION PER 705 5 E%C.1 BUILDINGAREAW.2-A BUILDING DATA USE GROUP: R-2 CONSTRUCTONTYPE: VA. NFPA13 OCCUPANCYTYPE: APARTMENTHOUSES AREIINCREASETAKEN: NFPAI3PERSECTION588.3 HEIGHT INCREASE TAKEN: NFPA 13 PER SECTION 504.3 NUMBER OF STORIES ALLOWED: 4 NUMBER OF STORIES PROVIDED: 4 AREA PER STORY ALLOWED: 38.000 SF AREA OF STORY PROVIDED: /,306 SF BUILDING AREA No. 2-B BUILDING DATA USE GROUP: A-3 CONSTRUCTION TYPE'. VA, NFPA 13 OCCUPANCYTYPE: LEASING&CLUB AREA INCREASE TAKEN'. NEPA 13 PER SECTION 508.3 HEIGHT INCREASE TAKEN: NFPAI3PERSECTON504.3 NUMBER OF STORIES ALLOWED: 4 NUMBER OF STORIES PROVIDED: 4 AREA PER STORY ALLOWED: 34.600 SF AREA OF STORY PROVIDED: 68]9 SF NOTE: BASEMENT DOES NOT CONTRIBUTE TO TOTAL BUILDING AREA BLDG AREA No. 1 ACCESSORY OCCUPANCY BUILDING AREA No.1OEM BUILDING DATA USE GROUP: R-2/3-2 CONSTRUCTION TYPE: V-A, NFPA 13 FT OCCUPANCYTYPE: APARTMENT HOUSES, STORAGE AREA INCREASE TAKEN: NFPA 13 PER SECTION 586 3 HEIGHT INCREASE TAKEN: NFPA 13 PER SECTION 584.3 www NUMBER OF STORIES ALIEMED:4 NUMBER OF STORIES PROVIDED: 4 °0 AREAPERSTORYALLOWED: 36pW 6F NEW a AREA OF STORY PROVIDED: 8102 BE �n� I / ------ 5UILDINGARFAN0.4 BUILDING DATA USE GROUP'. S-2 CONSTRUCTION TYPE: IIA, NFPA 13 OCCUPANCY TYPE: PRIVATE WEN PARKING GARAGE AREA INCREASE TAKEN: WA HEIGHT INCREASE TAKEN: WA NUMBER OF STORIES ALLOWED: UNLIMITED NUMBER OF STORIES PROVIDED: 5 AREA PER STORY ALLOWED: UNUMITEDSF AREA OF STORY PROVIDED: 17,500 SF r v o U FIRE WALL TERMINATION PER 7065 EXC. 1 yyoM U IIDING AREA No.2 BUILDING DATA J'6 7 USE GROUP: R-2/38 CONSTRUCTION TYPE: V-A, NFPA 13 R-2 OCCUPANCY TYPE: APARTMENT HOUSES, STORAGE L AMAINCREASETAKEN: NFPAI3PERSECTION588.3 HEIGHT INCREASE TAKEN: NFPA 13 PER SECTION 504.3 �yf NUMBER OF STORIES ALIEMED:4 U NUMBER OF STORIES PROVIDED:4 AREA PER STORY ALLOWED: 36,000 3F AREA OF STORY PRO IDED: 6182 3F w w ACCESSMYOMUPANCY141$F(2.3%) 111 �� ■ KEPHART community ■ planning ■architecture 2555 WALNUT STREET DENVER, COLORADO PoMS x Jmmmmw' USE GROUP R -z I I I Z CONSTRUCTION TYPE: V-A NFPA 13 MLU BLDG AREA No. 2 OCCUPANCYTYPE: APARTMEMHOUSES J 00 CE AREAINCREASETAKEN:NFPAI3PERSECTON6083 u HEIGHT INCREASE TAKEN: NFPA 13 PER SECTION 504.3 i 1L P NUMBER OF STORIES ALLO W ED: 4 w C) NUM BER OF STORIES PROVIDED: 4 1L AREA PER STORY ALLOWED: 35.000 SF W Q= �n� I / ------ 5UILDINGARFAN0.4 BUILDING DATA USE GROUP'. S-2 CONSTRUCTION TYPE: IIA, NFPA 13 OCCUPANCY TYPE: PRIVATE WEN PARKING GARAGE AREA INCREASE TAKEN: WA HEIGHT INCREASE TAKEN: WA NUMBER OF STORIES ALLOWED: UNLIMITED NUMBER OF STORIES PROVIDED: 5 AREA PER STORY ALLOWED: UNUMITEDSF AREA OF STORY PROVIDED: 17,500 SF r v o U FIRE WALL TERMINATION PER 7065 EXC. 1 yyoM U IIDING AREA No.2 BUILDING DATA J'6 7 USE GROUP: R-2/38 CONSTRUCTION TYPE: V-A, NFPA 13 R-2 OCCUPANCY TYPE: APARTMENT HOUSES, STORAGE L AMAINCREASETAKEN: NFPAI3PERSECTION588.3 HEIGHT INCREASE TAKEN: NFPA 13 PER SECTION 504.3 �yf NUMBER OF STORIES ALIEMED:4 U NUMBER OF STORIES PROVIDED:4 AREA PER STORY ALLOWED: 36,000 3F AREA OF STORY PRO IDED: 6182 3F w w ACCESSMYOMUPANCY141$F(2.3%) 111 �� ■ KEPHART community ■ planning ■architecture 2555 WALNUT STREET DENVER, COLORADO PoMS x Jmmmmw' U) Z MLU d O J 00 j O P L1 w C) LL Q W Q= lW^ V0 D lF-^ OLU=U V! O _ LLI 0 > I..L SOF C040 U N 037 4 �SFD ARC`F. 03. 25.2021 No. Date IBaua 10,1e.19 too%EO NAM PERM UB r T `Y 8 n O NH Mellon DJ/ Pmgd Oeeigner DMB eeeeeeSam 08.28.2020 Job Number 218094 Drimen By eeeeee RB JT CT CIIxME By DMB The eeeeee BUILDING SEPARATION & DATA Sheet Number A0-5.0 k• ": '' �'� III f�• �IEI III III THIS DRAWING IS PREPARED USING INFORMATION PROVIDED BY REDLAND , CIVIL ENGINEERS. IT IS INTENDED TO PROVIDE INFORMATION DESCRIBING ARCHITECTURAL FEATURES AND COMPLIANCE WITH BUILDING CODE REQUIREMENTS ONLY. SEE DOCUMENT PREPARED BY REDLAND FOR INFORMATION IN RELATION TO PRECISE GRADING, HORIZONTAL CONTROL, ACCESSIBLE ROUTE, AND OTHER SIDE DEVELOPMENT INFORMATION. LEGEND TABLE 705.8 2HR FIRE WALL MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTAND AND DEGREE OF OPENING PROTECTION FIRE SEPARATION DISTANCE DEGREE OF OPENING PROTECTION ALLOWABLE AREA 0.4 less than 3' npo2cte,onsPe a o[ e Unprotected, z T W less than 5 rumor onspnn e M tAe -100 sro lessmen to' � n ans n ere �eelO unpvteded wimmerso UP, 25 etea None nn ere 10'mlesstlan 15' LU p 05 m a 15'W less than 2ly n lade ,None nnkere U w Q= LU uniumMerAmd, Sixinklerad UP 5 75% MF- �C/) Unionotected, Nons nnkleretl UPNS 45% 20' to less than 25' Un mde4S nkleretl UP.S No Umlt Un tedetl Non nnkleretl UPN 70 25'W less Nen 3D' Unimbriected, 5 'nkleretl UP 5 No Limit Un d Nons nnkleretl UPNS No limit 30' or Grantor Un tedetl S Inklerao Our, al I NOR remanna k• ": '' �'� III f�• �IEI III III THIS DRAWING IS PREPARED USING INFORMATION PROVIDED BY REDLAND , CIVIL ENGINEERS. IT IS INTENDED TO PROVIDE INFORMATION DESCRIBING ARCHITECTURAL FEATURES AND COMPLIANCE WITH BUILDING CODE REQUIREMENTS ONLY. SEE DOCUMENT PREPARED BY REDLAND FOR INFORMATION IN RELATION TO PRECISE GRADING, HORIZONTAL CONTROL, ACCESSIBLE ROUTE, AND OTHER SIDE DEVELOPMENT INFORMATION. LEGEND �000 oe� 2HR FIRE WALL 11111111111111110 • • PROPERTY LINE IMAGINARY LOT LINE N y In Z In PROJECT 111 ,, ■ KEPHART community • planning aarchnialoure 255M WAunuT STREET DENVER, 0CL01RAD0 ri xxw.bpM1enmm U) z W M -100 C) �eelO F- w LU p F� Q QQ w Q= LU w� MF- �C/) OOw =U W 2 0> V � N� L.L SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Imue 10,1e.10 too%CO 0928.20 PERM uo"T L r ilk a, no mre r DJV Pmgd Designer nes DMB m 08.28.2020 Job Number 218094 Drawn By RB JT CT CIIxME By DMB The BUILDING SEPARATION & ALLOWABLE OPENINGS Sheet Number AMA ON 2' 0 =1a m� 1 17 L_ BUILDING NO.1 EXIT REQUIREMENTS USEGROUP: R -2,S-2 OCCUPANCY TYPE. APARTMENT HOUSES STORAGE TOTAL AREA: 16,109 SF PER FLOOR (LARGEST, LEVEL 3) AREA PER OCCUPANT: 200 GROSS,100 GROSS, 300 GROSS OCCUPANTLOAD: 37 EXITS REQUIRED: 2EXITS EXITS PROVIDED: 2EXITS OCC. PER EXITS: 19 MOST REMOTE POINT 122' (400' MAX.)TO NEAREST EXIT FOR BUILDING No, I COMMON PATH OF TRAVEL -97' (100- MAX.) PER TABLE 10083.1 GARAGE (BUILDING AREA No. 4) SEPARATED OCCUPANCY: STORAGE USE/FUNCTION: STORAGE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 706 FIRE EATING 1HR PER TABLE 500.4 BdYY OCCUPANCY: BUSINESS USEIRUNCTION I BIKE SHOP, CRAFT, DOG WASH FIRE CONSTRUCTION: I NIA FIRE RATING: FIRE PAROTON TO R-2, FIRE BARRIER TO S2 STMR4 USE I FUNCTION: ESTENCL03URE FIRE CONSTRUCTION: FIRE BARRIER PER BECTON 707 FIRE RATING: 2 -HR PER BECTON 1023.2 1 ORE 80 MIN. PER TABLE 716.1(2) ORE BC MIN PER TABLE 716.1(2) d SMOKE CONTROL ATOR3 UNR OEMIMNG WALL USE I FUNCTION: SHAFT ENCLOSURE FIRE CONSTRUCTION'. FIRE BARKIER PER SECTION 707 FIRE RATING: 2 -HR PER SECTION 7134 1 ORE BC MIN PER TABLE 716.1(2) d SMOKE CONTROL PROVIDE TWOWAY COMMUNICATION AT BOORS ABOVE LEVEL OF EXIT DISCHARGE EXITS PROVIDED: USE I FUNCTION: BUILDING SEPARATION WALL FIRE CONSTRU(DTION: FIRE WALL PER SECTION 706 3 $ I* FIRE RATING 2HR PER TABLE 706.4 FOOTNOTE a. C 11 OPENING RATING: 90 MIN PER TABLE 716.1(2) 'F—A Z6Z6 /1 �d IVI oJW 1 % 5 m ¢ 004 ON 1 za UNR OEMIMNG WALL OCCUPANCY TYPE: USE FIRE FUNCTION: FIRE CONSTRUCTION: FIRE HATING OPENING RATING SEPARATION DWEFINE PARTUNITITION FIRE PARTITION PER SECTION 708 1HR PER SECTION 420.2 NIA BUILDING N0.2 EXIT REQUIREMENTS USE GROUP'. R-2, S2 OCCUPANCY TYPE: APARTMENT HOUSES, STORAGE TOTALAREA 27,5345F PER FLOOR(LARGEST LEVEL 3) AREA PER OCCUPANT: 203 CROSS, SIX CROSS OCCUPANT LOAD: 21 EXITS REQUIRED: 2EXRS EXITS PROVIDED: 3EXNS OCC. PER EXITS: 7 N - BASEMENT PLAN ® `+ On PRCIJECT Rm2 FIRE CONSTRUCTION: I FINE BARRIER PER BECTON 707 FIRE RATING: 2 -HR PER BECTON 1023.2 SEPARATED OCCUPANCY: STORAGE �a ISTORAGE FIRE CONSTRUCTION. FIREBARRIER PER SECTION 707 FIRE RATING: mQ ON 00 MIN. PER TABLE 716.1(2) 2W, S2 -4W PER IBC TABLE 1017.2 �•_ 1 _•�•�•_ MST REMOTE POINT 101'(25P MAX) TO NEAREST EXIT FOR BUILDING No.2 COMMON PATH OF TRAVEL- 51'(125' MAX.) PER TABLE 1006.2.1 M iHR FIRE PARTTON FOR CORRIDOR SEPARATION PER _. . . MIMI_ SECTION 1020 O iHR FIRE BARRIER FOR OCCUPANCY SEPARATION PER 1G'�� SECTION 707 (INCLUDES TRASH ROOM) CORMOOR WALL 1 -HR RATED INTERIOR FROM ONE SIDE PER TABLE 001 1 -HR RATED EXTERIOR FROM BOTH SIDES PER SECTION 705 USE/FUNCTION: CORRIDOR 2 -HR FIRE PARTITION FOR OCCUPANCY SEPARATION PER ) SECTOR 500 LL FIRECONSTRUCTION: FIRE PARTITION PER SECTION PM 1022 FIRE WALL REQUIRED PER IBC SECTION 5058706. WALL 1111111111111110004111111111111111 FIRE RATING: 1 -HR PER TABLE 1020.1, FOOTNOTE a TABLE 701 FOOTNOTE a. FIRE CONSTRUCTION: I FINE BARRIER PER BECTON 707 FIRE RATING: 2 -HR PER BECTON 1023.2 SEPARATED OCCUPANCY: STORAGE USE/FUNCTION: ISTORAGE FIRE CONSTRUCTION. FIREBARRIER PER SECTION 707 FIRE RATING: IHR PER TABLE 508.4 1 ON 00 MIN. PER TABLE 716.1(2) ELEVATOR USE I FUNCTION: SHAFT ENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER BECTON 707 FIRE RATING 2HR PER SECTION 713.4 EGRESS PLAN LEGEND STARTING POINT DISTANCE ALONG SEGMENT START OF EXIT --15-- EXIT ACCESS TRAVEL DISTANCE: B-300, A3-250, R -2- 2W, S2 -4W PER IBC TABLE 1017.2 1HR11IRE PARTITON FOR DWELLING UN IT SEPARATION _•�•�•_ PER SECTION 421.2 M iHR FIRE PARTTON FOR CORRIDOR SEPARATION PER _. . . MIMI_ SECTION 1020 O iHR FIRE BARRIER FOR OCCUPANCY SEPARATION PER SECTION 707 (INCLUDES TRASH ROOM) 1 -HR RATED INTERIOR FROM ONE SIDE PER TABLE 001 1 -HR RATED EXTERIOR FROM BOTH SIDES PER SECTION 705 FSD IO1 W 2 -HR FIRE PARTITION FOR OCCUPANCY SEPARATION PER ) SECTOR 500 LL 2HR FIRE BARRIER FOR EXIT ENCLOSURE PER SECTION 1022 FIRE WALL REQUIRED PER IBC SECTION 5058706. WALL 1111111111111110004111111111111111 SHALL HAVE A SLUR FIRE -RESISTANCE RATING PER ISO l�^ TABLE 701 FOOTNOTE a. XMX OCCUPANCY 000" TOTAL OCCUPANCY COUNT OF AREA 000 OCCUPANCYCOUNTOF SPACE 20 MIN 0 MIN45 RATED DOORS BO MIN • DOOR PANIC HARDWARE • DOOR HOLD OPENS *FE FIRE EXTINGUISHER GENERAL NOTES • ALL UNIT DEMISING WALLS TO BE FIRE I -HR FIRE PARTITIONS ALL CORRIDOR DOORS TO BE 1 -HR FIRE PARTTONS PER TABLE 601 (BEARING) • ALL CORRIDOR D0IX2S 20 MIN. RATED. THP, ONO ALL EXIT ENCLOSURE WALLS TO BE 2 -HR FIRE BARRIERS ALL EXIT ENCLOSURE DOOR$ 93 MIN. RATED, TYR, ONO ALL DOORS LABELED AUS 'NOT AN EKIT DOOR" SHALL BE PROVIDED WITH 'NON -EXIT DOOR' SIGNAGE AND SHALL MEET REQUIREMENTS OF IBC 2018. SECTION 1023. LETTERING HEIGHT SHALL BE 1- MINIMUM WHIR STROKE WIDTH OF 112' MINIMUM. KEPHART community • planning M architecture 25M WALNUT STREET GERI COLORADO 9025 .....,.mN�nmm U) FeeeeeZ W M \/ / 55 LL00 O -j IO1 W w�I 11 ) LL Q W Q= Un LTJ C0 D D l�^ O =U O IV1l1 W _ W 0 > W LL Mr V E� SOF CO4O 0 N 037 4 �SFD ARC`F. 03.25.2021 No. Me Issue 10,16.19 too%CO NAM FERM UBMITTK Y 7 A, ISSO 0000 mg r DJV Pmgd Designer DMB Date 08.28.2020 kb Number 218094 Demeen By RB JT CT CIIxME By DMB Tma FIRE & EXIT EXHIBIT- SEMENT PLAN LSWMNufter 0-522 TRASH COLLECTION ROOM USE/FUNCTION: REFUSE TERMINATION ROOM FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE TING I HR R TABLE OR 13 OPENING RATING'. 45 MINE PER TABLE 71602FPA 99 MIN PER TABLE 716.1(2) 200 GROSS OPENING RATING: 90 MIN. PER TABLE 718.1(2) TUSH ACCESS ROOM USE/FUNCTION: REFUSE ACCESS ROOM FlRECONSIR LOTION : FIRE BARRIER PER SECTION 707 FIRE RATING: 1 HR PER SECTION 713.13 .3 OP ENI NG RATING; 45 MIN PER TABLE 716.1(2) FIRE RATING: 2 -HR PER SECTION 713A FIRE WALL It HORNONTAL E UT USE/FUNCTION: BUILDING SEPARATION WALL FIRE CONSTRUCTION: FIRE WALL PER SECTION 706 FINE RATING: 2 -HR PER TABLE TC6.4 FOOTNOTE a. OPENING RATING: 99 MIN PER TABLE 716.1(2) STAIRS STAIR USE/FUNCTION: EXIT ENCLOSURE FIRE CONSTRUCTION: FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 2 -HR PER SECTION 1023.2 FIRE RATING: 2 -HR PER SECTION 1023.2 200 GROSS OPENING RATING: 90 MIN. PER TABLE 718.1(2) EXITS REQUIRED: ELEVATOR2 EXITS PROVIDED: USE /FUNCTION: SHAFT ENCLOSURE 23 FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 1 WC, 2 URINAL, 2 LAV FIRE RATING: 2 -HR PER SECTION 713A AREA PER OCCUPANT: OPENING RATING: 90 MIN PER TABLE 716AGS It SMOKE CONTROL ]g NRYBPACE PLUMBINGCWNT-WOMEN FIXTURE COUNTS TRASH TERMINATION ROOM M W FIXTURES REQUIRED. A-3=2 WC, 1 IAV.; A4 2 WC, i LAV. USE/FUNCTION: REFUSE TERMINATION ROOM NTLOAD: FINE CONSTRUCTION: FIRE BARRIER PER SECTION 707 31 FINE RATING: 2 -HR PER SECTION 713.11 No, 2 QUIRED: OPENING RATING: 90 MIN. PER TABLE 7181(2) 2EXITS MOST REMOTE POINT 83' (250' MI TO NEAREST EXIT FOR BUILDING No.2 COMMON PATH OF TRAVEL -43' (125' MAX.) PER TABLE 1036.2.1 OVIDED: ELECTRICAL EXIIS PROVIDED: USE/FUNCTION: OCG PER EXITS: FIRE CONSTRUCTION: TYPE VA FIRE RATING:19 OCC, PER EXITS: OPENING RATING'.99 90 MIN vARATED OCCUPANCY - LEASING &CLUB • USE/FUNCTION: GROUP A-3 FIRE RATING: FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING: 1 -HR RENTABLE SOBA OPENING RATING; 45 MIN PER TABLE 718.1(2) 037 4 n� �SFD ARC`F. CORRIDOR WALL USE I FUNCTION: CORRIDOR FIRE CONSTRUCTION FIRE PARTITION PER SECTION 708 FIRE RATING. 1 A PER TABLE 601 OPENING RATING: OPENING RATING'. 20 MIN. PER TABLE 716.1121 STAIR USE/FUNCTION: EXIT ENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING 2 -HR PER SECTION 1023.2 OPENING RATING: 90 MIN. PERTABLE 7181(2) m* I, 1I 1 IX 1 S I I I I BUILDING NO.1 EXIT REQUIREMENTS USEGROUP: R-2 OCCUPANCY TYPE: APARTMENT HOUSES TOTAL AREA: 16,109 SF PER FLOOR (LARGEST, LEVEL 3) AREA PER OCCUPANT: 200 GROSS OCCUPANTLOAD: 60 EXITS REQUIRED: 2 EXITS EXITS PROVIDED: 3 EXITS OCC. PER EXITS: 23 OST REMOTE POINT 172 (My NI TO NEAREST EXIT FOR BUILDING No.1 TYP. AT UNITS PATH OF TTUVEL-36' (125' MAX.) PER TABLE 1008.2.1 20 MIN 1;LCOMMON R-2 TIT 1 I` m La' 77 t_ GARAGE (BUILDING AREA No. 3)�(BUILDING AREA No. 3)) SEE AO -5.7 - AO -5.9 PATH OF TRAVEL -41'(75' MAXI PER TABLE 1008.2.1 MOST REMOTE POINT 123' (MY MAX.) TO NEAREST EXIT FOR BUILDING No.2 COMMON PAIR OF TRAVEL- 33' (75' MAX.) PER TABLE UTERNIR WALL-TYNLALTYPE VA USE I FUNCTION: TYPICAL EXTERIOR WALL AT TYPE V-A FIRE CONSTRIILTION: INTERIOR RATED FIRE PARTITION PER TABLE FIRE RATING: IHOUR PER TABLE 601 AND SECTION 705.5 ELEVATOR] ME USE I FUNCTION: SHAFT ENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING: 2 -HR PER SECTION 713.4 OPENING RATING: 90 MIN PER TABLE 718.1121& SMf FIRE CONSTRUCTION FIRE BARRIER PER SECTION 707BARRIER PER SECTION 7W FIRE RATING: 2HR PER SECTION 1023.2 OPENING RATING: 90 MIN. PER TABLE 7161(2) 1HR PER TABLE 1020.1 FOOTNOTE G. OPENING RATING: CGRMDGRVMLL USE I FUNCTION: CORRIDOR FIRE CONSTRUCTION'. FIRE PARTITION PER SECTION 708 FIRE RATING: 1HR PER TABLE 1020.1 FOOTNOTE G. OPENING RATING: 20 MIN. PER TABLE 716.1(2) USE GROUP: UNIT DEMIMNG WALL USE I FUNCTION: DWELLING UNIT SEPARATION FIRE CONSTRUCTION; FIRE PARTITION PER SECTION 708 FIRE RATING: 1HR PER SECTION 4202 OPENING RATING: NIA FIRE WALL& HOWDRTAL FXR USE I FUNCTION: BUILDING SEPARATION WALL FIRECONSTRUCTION: FIRE WALL PER SECTION 706 FIRE RATING: 2RR PER TABLE 706.4 FOOTNOTE a. OPENING RATING: 90 MIN PER TABLE 718.1(2) MOST REMOTE POINT IF (MIT MAX.)TO NEAREST EXIT FOR POOL DECK COMMON PATH OF TRAVEL -23' (75' MAX.) PER TABLE 10W31 BUILDINGN0.2-AREAC EXITREOUIREMENTS7PER NO.2-AREAB EXIT REQUIREMENTS 1 USEGROUP: R-2 UP'. L USE GROUP: R-2 5 FUTURE COUNTS NCY TYPE: dW FIXTURES REQUIRED. A-3=1 WC,I LAV; A4 2WC, I LAV. TOTAL AREA: a¢ FIXTURES PROVIOEO: 1 WC, 2 URINAL, 2 LAV TOTAL AREA: 7,305 SF AREA PER OCCUPANT: i R OCCUPANT: ]g NRYBPACE PLUMBINGCWNT-WOMEN FIXTURE COUNTS AREA PER OCCUPPNT: M W FIXTURES REQUIRED. A-3=2 WC, 1 IAV.; A4 2 WC, i LAV. I vQ FIXTURES PROVOEO: 3WC, 21AV NTLOAD: 12 �1 OCCUPANT LOAD: 31 EXITS REQUIRED: p V QUIRED: USE I FUNCTION: MOST REMOTE POINT 109(25PMAX)TO NEAREST EXIT FOR BUILDING No.2 2EXITS COMMON PATH OFTRAVEL-51' 025' MOR.) PER TABLE 1008.2.1 MOST REMOTE POINT IF (MIT MAX.)TO NEAREST EXIT FOR POOL DECK COMMON PATH OF TRAVEL -23' (75' MAX.) PER TABLE 10W31 BUILDINGN0.2-AREAC EXITREOUIREMENTS7PER NO.2-AREAB EXIT REQUIREMENTS 9UILUINGNO.2-ARFAA EXIT REQUIREM1ENTS USEGROUP: R-2 UP'. AS B USE GROUP: R-2 OCCUPANCY TYPE: APARTMENT HOUSES NCY TYPE: APARTMENT HOUSES, LEASING&CLUB OCCUPANCY TYPE. '--1D' - 1 a - TOTAL AREA: 9,200 SF REA. A-3 TOTAL AREA: 7,305 SF AREA PER OCCUPANT: 200 GROSS R OCCUPANT: � 31 z AREA PER OCCUPPNT: as PE I 34 24 NTLOAD: 12 �1 OCCUPANT LOAD: 31 EXITS REQUIRED: p V QUIRED: USE I FUNCTION: GROUP: A3 EXERCISE ROOM 2EXITS EXITS PROVIDED: 2 EXITS OVIDED: 17 EXIIS PROVIDED: 3 EXITS OCG PER EXITS: FIRE CONSTRUCTION: TYPE VA 55 OCC, PER EXITS: 11 90 MIN • 18, ¢ • FIRE RATING: WA FIRE EXTINGUISHER SOF C040 B N 037 4 n� �SFD ARC`F. 03.25.2021 No. Me Issue 10,16.19 too%CO NAM PERM UBMITTK Y 7 1 OPENING RATING: WA 31 n O mg r DJV Pmgd Oeeigner DMB M 08.28.2020 Job Number eeeeee 218094 1 x -2 RB JT CT CIIxME By DMB Td e FIRE & EXIT EXHIBIT - LEVEL 1 PLAN ;,Go SEPARATED OCCUPANCY: LEASING& CLUB EXIT SEPARATION= 18841/8' - 9 1 9 O d USE I FUNCTION: FIRECONSTRUCTION: GROUP A-3 FIREBARRIERPERSECTION707 _ Y 55 G E FIRE RATING: iHRPER7ABLE509.4 132 11724}7� 10 A 10 45 OPENING RAl1NG: 45MINPERTABLE716.1O) � LL \fib,. / MIN MOST REMOTE POINT IF (MIT MAX.)TO NEAREST EXIT FOR POOL DECK COMMON PATH OF TRAVEL -23' (75' MAX.) PER TABLE 10W31 BUILDINGN0.2-AREAC EXITREOUIREMENTS7PER NO.2-AREAB EXIT REQUIREMENTS 9UILUINGNO.2-ARFAA EXIT REQUIREM1ENTS USEGROUP: R-2 UP'. AS B USE GROUP: R-2 OCCUPANCY TYPE: APARTMENT HOUSES NCY TYPE: APARTMENT HOUSES, LEASING&CLUB OCCUPANCY TYPE. APARTMENT HOUSES TOTAL AREA: 9,200 SF REA. 8,0678E TOTAL AREA: 7,305 SF AREA PER OCCUPANT: 200 GROSS R OCCUPANT: 15 NET, 100 GR088 AREA PER OCCUPPNT: 200 GR053 OCCUPANT LOAD: 30 NTLOAD: 165 OCCUPANT LOAD: 31 EXITS REQUIRED: 2EXITS QUIRED: 2EXITS EXITS REWIRED 2EXITS EXITS PROVIDED: 2 EXITS OVIDED: 3 E%NS EXIIS PROVIDED: 3 EXITS OCG PER EXITS: 19 EXITS: 55 OCC, PER EXITS: 11 tE & EXIT - LEVEL 1 PLAN 11-0 on PROJECT 1 me POOLDECK 7 USE GROUP; A4 CCCUPANOY TYPE: SWIMMING FOOL TOTALAREA: 1,955 SF AREA PER OCCUPANT: 15 & 50 GROSS OCCUPANT LOAD: 132 EXITS REQUIRED: 2 EXITS EXITS PROVIDED: 2 EXITS CCC. PER EXITS: Be J STARTING POINT USE FIRE FUNCTION: FIRE CONSTRUCTION. FIRE RATING: OPENING RATING: GROUP A3 EXERCISE ROOM TYPE V-A NIA NIA START OF EXIT --15-- EXIT ACCESS TRAVEL DISTANCE: B-300, A3-250, R -2- POOL EQUIPMENT RWM 2W, S-2-400' PER IBC TABLE 1017.2 USE I FUNCTION: FIRE CONSTRUCTION. FIRE RATING: OPENING RATING: POOL EQUIPMENT ROOM NR PER NFPA 13 NR 20 MIN. PER TABLE 7161(2) PER SECTION 420.2 M THIS FIRE PARTITION FOR CORRIDOR SEPARATION PER STAIR/ SECTION 1020 USE/FUNCTION: FIRE CONSTRUCTION. FIRE RATING OPENING RATING: EXIT ENCLOSURE FIRE BARRIER PER SECTION 7W 2HR PER SECTION 1023.2 90 MIN. PER TABLE 718.1(2) ELEVATOR/ USE I FUNCTION: SHAFT ENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER BECTON 707 FIRE RATING 2RR PER SECTION 713.4 EGRESS PLAN LEGEND STARTING POINT DISTANCE ALONG SEGMENT START OF EXIT --15-- EXIT ACCESS TRAVEL DISTANCE: B-300, A3-250, R -2- 2W, S-2-400' PER IBC TABLE 1017.2 THIS FIRE PARTITION FOR DWELLING UNIT SEPARATION PER SECTION 420.2 M THIS FIRE PARTITION FOR CORRIDOR SEPARATION PER _-----_ SECTION 1020 O THIS FIRE BARRIER FOR OCCUPANCY SEPARATION PER SECTION 707 (INCLUDES TRASH ROOM) O 1 -HR RATED INTERIOR FROM ONE SIDE PER TABLE 801 FPS RATED EXTERIOR FROM BOTH SIDES PER SECTION 705 FSD I 1 W 2HR FIRE PARTITION FOR OCCUPANCY SEPARATION PER 0 SECTION 500 2HR FIRE BARRIER FOR EXIT ENCLOSURE PER SECTION 1022 LUQ FIRE WALL REQUIRED PER IBC SECTION 596 & 706. WALL �00MEN SHALL HAVE A 2 -HR FIRE -RESISTANCE HATING PER IBC C/) TABLE POSA, FOOTNOTE a. X -X OCCUPANCY 000" TOTAL OCCUPANCY COUNT OF AREA 000 OCCUPANCY COUNT OF SPACE 20 MIN 0 MIN45 RATED DOORS 90 MIN • DOOR PANIC HARDWARE • DOOR TOLD OPENS *FE FIRE EXTINGUISHER GENERAL NOTES • ALL UNIT DEMISING WALLS TO BE FIRE I -HR FIRE PARTITIONS ALL CORRIDOR COORS TO BE I -HR FIRE PARTITIONS PER TABLE 601 (BEARING) • ALL CORRIDOR COME 20 MIN. RATED. THP, ONO ALL EXIT ENCLOSURE WALLS TO BE 2 -HR FIRE BARRIERS ALL EXIT ENCLOSURE DOOR$ 93 MIN. RATED, TYR, ONO ALL DOORS LABELED AS 'NOT AN EXIT DOOR" SHALL BE PROVIDED WITH 'NON -EXIT DWR-SIGNAGE AND SHALL MEET REQUIREMENTS OF IBC 201& SECTION 1023. LETTERING HEIGHT SHALL BE 1- MINIMUM WITH STROKE WIDTH OF 112' MINIMUM. IN KEPHART community • planning aarchitecture 25M WAWOTSTREET DENVER, COLORADO BOOS xww.bP6enmm U) FeeeeeZ W M 5 B LL00 O -j O �I I 1 W w 0 W Q= LUQ n L1J D 0 C/) O =U O W _ W 0 > E� SOF C040 B N 037 4 n� �SFD ARC`F. 03.25.2021 No. Me Issue 10,16.19 too%CO NAM PERM UBMITTK Y 7 A, n O mg r DJV Pmgd Oeeigner DMB M 08.28.2020 Job Number eeeeee 218094 Drawn By RB JT CT CIIxME By DMB Td e FIRE & EXIT EXHIBIT - LEVEL 1 PLAN Sheet Number AO=5M3 TRASH ACCESS ROOM AML— USE REFUSE ACCESS ROOM FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING: 1HR PER SECTION 71313.3 OPENING RATING: 45 MIN PER TABLE 716AAB TRASH CHUTES USE/FUNCTION: SHAFTENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 700 FIRE RATING: SUER PER SECTION] AST OPENING RATING: 90 MIN PER TABLE 716.1(2) FIRE WALL 8 HORRONTAL EXR USE/FUNCTION: BUILDING SEPARATION WALL FIRE CONSTRUCTION: FIRE WALL PER SECTION 700 FIRE RATING : I 2 11 PER TABLE 706.4 FOOTNOTE a. STAIRS 9111111111 USE/FUNCTION: EXITENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING: 2 HE PER SECTION 10232 OPENING RATING. 90 MIN. PER TABLE 716.112) ELLYATOIR 2 USE/FUNCTION: USE/FUNCTION: SHAFT ENCLOSURE NNE CONSTRUCTION FIRE BARRIER PER SECTION 707 FIRE RATING: 2HR PER SECTION 7134 OPENING RATING: 90 MIN PER TABLE 716.1(2) & SMOKE CONTROL PROVIDE TWO-WAY COMMUNICATION AT FLOORS ABOVE LEVEL OF EXIT DISCHARGE EXITS REQUIRED: MOST REMOTE POINT TO (250 MAX.) TO NEAREST EXIT FOR BUILDING No.2 COMMON PATH OF TRAVEL -54' (125' MAX.) PER TABLE 1006.2.1 CORMDORWALL USE/FUNCTION: CORRIDOR FOR FIRE CONSTRUCTION: FIRE PER SECTION 706 FIRE RATING: 1HR PER TABLE 601 OPENING RATING: 20 MIN. PER TABLE 716.1(2) STAIR EXIT REQUIREMENTS USE/FUNCTION: EXIT ENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING: SUER PER SECTION 10232 OPENINGRATING: 90 MIN. PER TABLE 716. US) EYE. AT UNITS BUILDING NO.1 EXIT REQUIREMENTS USEGROUP: R-2 OCCUPANCY TYPE. APARTMENT HOUSES TOTAL AREA: 16,109 SF PER FLOOR (LARGEST, LEVEL 3) AREA PER OCCUPANT: 200 GROSS OCCUPANTLOAD: 60 EXITS REQUIRED: 2 EXITS EXITS PROVIDED: 2 EXITS OCC, PER EXITS: 34 MOST REMOTE POINT 172" (15tl M4X.)TO NEAREST EXIT FOR BUILDING No,1 COMMON PATH OF TRAVEL 3S (125' MAX.) PER TABLE 160821 /fir 1 1 �T R-2 1 � 1 4 4 --`T9V�-_J-AS ___ GARAGE (BUILDING AREA No. 3) 34 'MIN SEE A0 -5.7 -AO -5.9 L 1y1 Ir A 1 90 MIN I� 90 � MIN FE MIN SIL 1 � tl 6 1 1 4 1 1 4 4 _ I 1 I 1 L 1 34 r 7 17 \ J 3 / I Ia F31 1 TYP. AT 1 R=2 UNITS -_- 20 E MIN 1 90 E MIN 1 FIRE CONSTRUCTION: I INTERIOR RATED FIRE PARTITION PER TABLE FIRE RATING: "OUR PER TABLE 601 AND SECTION 705.5 ELEVATORS USE I FUNCTION: USE I FUNCTION: SHAFT ENCLOSURE FIRE CONSTRUCTION: FINE BARRIER PER SECTION 700 FIRE RATING: 2 -HR PER SECTION 713.4 OPENINGRATING: 90 MIN PER TABLE 716.1(2)& SMOKE CONTROL PROVIDE TWO-WAY COMMUNICATION AT FLOORS ABOVE AND BELOW LEVEL OF EXIT DISCHARGE FIRE CONSTRUCTION. I FIRE BARRIER PER SECTION 700 FIRE RATING: 2HR PER SECTION 10232 CORMOOR WALL USE I FUNCTION: CORRIDOR FIRE CONSTRUCTION'. FIRE PARTITION PER SECTION 706 FIRE RATING: 14IR PER TABLE 1020.1 FOOTNOTE G. OPENING RATING: 20 MIN. PER TABLE 716.1(2) UNIT DEMINNG WALL 1 ? USE I FUNCTION: DWELLING UNIT SEPARATION FIRE CONSTRUCTION: FIRE PARTITION PER SECTION 706 FIRE RATING: iHR PER SECTION 4202 OPENINGRATING: NIA USE I FUNCTION: BUILDING SEPARATION WALL FIRE CONSTRUCTION: FIRE WALL PER SECTION 706 - 5 O'f FIRE RATING 2 -HR PER TABLE 706 4 FOOTNOTE � I � MIN —J /��1T11[4 1AY1 1 BUILDING NO.2 1EXITREQUIREMENTS ELEVATORI USE GROUP: R-2 OCCUPANCY TYPE: APARTMENT HOUSES TOTAL AREA: 27.5345E PER FLOOR (LARGEST, LEVEL 3) AREA PER OCCUPANT: 200 GROSS OCCUPANT LOAD: 100 EXITS REQUIRED: 2EXITS EXITS PROVIDED: 3 EXITS OCC. PER EXITS: 34 N ;E & EXIT - LEVEL 2 & 3 PLAN ® 4z PROJECT J ygaj OPENING RATING: 90 MIN PER TABLE 716.1(2) • m¢a 0 D 9g mW 1 EGRESS PLAN LEGEND ELEVATORI STARTING POINT USE/FUNCTION: FIRE CONSTRUCTION: FIRE RATING: OPENING RATING: SHAFT ENCLOSURE FIRE BARRIER PER BECTON 700 2 -HR PER SECTION 713.4 90 MIN PER TABLE 716.112) & SMOKE CONTROL START OF EXIT E EXIT ACCESS TRAVEL DISTANCE B-300, A3-250, R-2- PROVIDE TWO-WAY COMMUNICATION AT FLOORS ABOVE LEVEL OF EXIT DISCHARGE 200, S-2-400' PER IBC TABLE 1017.2 U) iHR FIRE PARTITION FOR DWELLING UNIT SEPARATION MOST REMOTE POINT 21T (250' MAX.)TO NEAREST EXIT FOR BUILDING No.2 COMMON PATH OF TRAVEL -37' (125' MAX.) PER TABLE 1006.2.1 iHR FIRE PARTITION FOR CORRIDOR SEPARATION PER _-----_ USE)FUNCTION: FIRE CONSTRUCTION: FIRE RATING: OPE EXIT ENCLOSURE FIRE BA RRIERPERSECTON707 2 -HR PER SECTION 1023.2 1 90 MIN. PER TABLE 716.1(2) iHR FIRE BARRIER FOR OCCUPANCY SEPARATION PER EGRESS PLAN LEGEND STARTING POINT DISTANCE ALONG SEGMENT START OF EXIT --15-- EXIT ACCESS TRAVEL DISTANCE B-300, A3-250, R-2- community • planning M architecture 200, S-2-400' PER IBC TABLE 1017.2 U) iHR FIRE PARTITION FOR DWELLING UNIT SEPARATION PER BECTON 420.2 iHR FIRE PARTITION FOR CORRIDOR SEPARATION PER _-----_ BECTON 1020 iHR FIRE BARRIER FOR OCCUPANCY SEPARATION PER BECTON 707 (INCLUDES TRASH ROOM) 1 -HR RATED INTERIOR FROM ONE SIDE PER TABLE 601 1 -HR RATED EXTERIOR FROM BOTH SIDES PER SECTION 705 ^^ FSD 2 -HR FIRE PARTITION FOR OCCUPANCY SEPARATION PER 00 BECTON BOB 2HR FIRE BARRIER FOR EXIT ENCLOSURE PER SECTION 1022 FIRE WALL REQUIRED PER IBC SECTION 506 It 706WALL 4�00� SHALL HAVE A 2HR FIRERESISTANCE RATING PERIBC TABLE 705A, FOOTNOTE a. X -X OCCUPANCY 000" TOTAL OCCUPANCY COUNT OF AREA 000 OCCUPANCY COUNT OF SPACE 20 MIN MIN45 RATED DOORS 90 MIN Q= • DOOR PANIC HARDWARE • DOOR TOLD OPENS *FE FIRE EXTINGUISHER GENERAL NOTES • ALL UNIT DEMISING WALLS TO BE FIRE 1 -HR FIRE PARTITIONS ALL CORRIDOR WCRS TO BE 1 -HR FIRE PARTITIONS PER TABLE 601 (BEARING) • ALL CORRIDOR COORS 20 MIN. RATED. TYE, ONO ALL EXIT ENCLOSURE WALLS TO BE 2 -HR FIRE BARRIERS ALL EXIT ENCLOSURE DOOR$ 93 MIN. RATED, TYP, UNO ALL DOORS LABELED AS 'NOT AN EXIT DOOR" SHALL BE PROVIDED WITH 'NON -EXIT DOOFF SIGNAGE AND SHALL MEET REQUIREMENTS OF IBC 2018. SECTION 1023. LETTERING HEIGHT SHALL BE 1- MINIMUM WITH STROKE WIDTH OF 112• MINIMUM. KEPHART community • planning M architecture 25M WALNUT STREET DENVER, 00L0M00 MASS xww.bPMenmm U) FEMMZ W M 5 ^^ 00 F- 1101 W w F� a W Q= rn /wU VJ F— U) OOw =U _ w Z > W co ' ^ v MH V M� SOF CO4O O N 037 4 �SFD ARC`F. 03.25.2021 No. Me Now VERDE) PERM UBMITY r8n Omg DJV Pmgd Oeeigner DMB Date eeeeee 08.28.2020 Job Number eeeeee 218094 German By eeeeee RB JT CT CItxME By eeeeee DMB L 2 U TRASH ACCESS ROOM USE/FUNCTION: REFUSE ACCESS ROOM FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING: t -HR PER SECTION 71313.3 OPENING RATING: 45 MIN PER TABLE 716.1(2) TRASH CHUTES USE/FUNCTION: SHAFTENCLOSURE FIRE CONSTRUCTION: FIRE BARBER PER SECTION 706 FIRE RATING: 2HR PER SECTION] AST OPENING RATING: 90 MIN PER TABLE 716.1(2) FIRE WALL 8 HORIZONTAL EXR IIM USE/FUNCTION: BUILDING SEPARATION WALL FIRE CONSTRUCTION: FIRE WALL PER SECTION 706 FIRE RATING : 2HR PER TABLE 706.4 FOOTNOTE a. STAIR USE/FUNCTION: EXNENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING: 2 HE PER SECTION 10232 OPENING RATING. 90 MIN. PER TABLE 716.1(2) ELEVATOR2 CORRIDOR USE/FUNCTION: SHAFT ENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING: 2HR PER SECTION 7134 OPENING RATING: 90 MIN PER TABLE 716.1(2) B SMOKE CONTROL PROVIDE TWO-WAY COMMUNICATION AT FLOORS ABOVE LEVEL OF EXIT DISCHARGE EXITS REQUIRED: MOST RENOTE POINT T0' (250 MAX.) TO NEAREST EXIT FOR BUILDING No.2 COMMON PATH OF TRAVEL -54' (125' MAXJ PER TABLE 1006.2.1 USE/FUNCTION: CORRIDOR FIRE CONSTRUCTION: FIRE PARTITION PER SECTOR 700 FIRE RATING: 1HR PER TABLE 601 OPENING RATING'. 20 MIN. PER TABLE 7161G) 90 MIN. PER TABLE 716.1(2) 200 GROSS STAIR USE/FUNCTION: EXIT ENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING: 2HR PER SECTION 10232 OPENING RATING: 90 MIN. PER TABLE 716.1(2) 11 L BUILDING NO.1 EXIT REQUIREMENTS USEGROUP: R-2 OCCUPANCY TYPE. APARTMENT HOUSES, GAME ROOM TOTAL AREA: 16,108 SE PER FLOOR (LARGEST, LEVEL 3) AREA PER OCCUPANT: 200 GROSS OCCUPANTLOAD: 115 EXITS REQUIRED: 2 EXITS EXITS PROVIDED: 2 EXITS OCC, PER EXITS: 50 ACCESSORY I MOST REMOTE POINT 9T(258'WX.) TO NEAREST EXIT FOR BUILDING No.1 TYP. AT OCCUPANCY UNITS 1,502SF (8]%) COMMON PATH OFTMVEL- 48'(125' MAX.) PER TABLE 1000.21 20 MIN i µ 1 J 3'i 3❑ V115 20 MIN GARAGE (BUILDING AREA No. 3) SEE AO -5.7 - AO -5.9 6--r�111 U N I 1 � s o 1 MIN 1�1 �� 1 90 99 I I 1 MIN FE MIN 704 9' T. OI BUILDING NO.2 EXIT REQUIREMENTS USE GROUP: R-2 OCCUPANCY TYPE: APARTMENT HOUSES TOTAL AREA: 27.534 SF PER FLOOR (LARGEST, LEVEL 3) AREA PER OCCUPANT: 200 GROSS OCCUPANT LOAD: 100 EXITS REQUIRED: 2EXTS EXITS PROVIDED: 3 EXTS OCC. PER EXRS: 34 N - LEVEL 4 PLAN (t `+ m PROJECT me FIRE CONSTRUCTION: I FINE PARTITION PER SECTION 706 FIRE RATING: "OUR PER TABLE 601 AND SECTION 705.5 ELEVATOR3 USE I FUNCTION: USE I FUNCTION: SHAFT ENCLOSURE FIRE CONSTRUCTION. FIRE BARRIER PER SECTION 706 FIRE RATING: 2 -HR PER SECTION 713.4 OPENINGRATING: 90 MIN PER TABLE 716.1(2) 8 SMOKE CONTROL PROVIDE TWO-WAY COMMUNICATION AT FLOORS ABOVE LEVEL OF EXIT DISCHARGE iHR FIRE PARTITION FOR DWELLING UNIT SEPARATION FIRE CONSTRUCTION. I FIRE BARRIER PER SECTION 706 FIRE EATING: 2 -HR PER SECTION 10232 CORMBCRVMLL USE I FUNCTION: CORRIDOR FIRE CONSTRUCBON'. FIRE PARTITION PER SECTION 708 FIRE RATING: LHR PER TABLE 1020.1 FOOTNOTE G. OPENING RATING: 20 MIN. PER TABLE 716 US) UNIT DEMINNG WALL USE I FUNCTION I DWELLING UNIT SEPARATION FIRE CONSTRUCTION: FIRE PARTITION PER SECTION 708 FIRE RATING: iHR PER SECTION 4211.2 OPENING RATING: NIA J ELEVATOR( W USE I FUNCTION: 0RE CONSTRUCTION: FIRE RATING: OPENING RATING: BUILDING SEPARATION WALL FIRE WALL PER SECTION 706 2HR PER TABLE 706.4 FOOTNOTE a. 80 MIN PER TABLE 716.1(2) FIRE CONSTRUCTION'. FIRE BARRIER PER SECTION 707 FIRE RATING: m¢ ORE BC MIN PER TABLE 716.1(2) B SMOKE CONTROL PROVIDE 1WOWAY COMMUNICATION AT FLOORS ABOVE LEVEL OF EXIT DISCHARGE iHR FIRE PARTITION FOR DWELLING UNIT SEPARATION PER SECTOR 420.2 VN iHR FIRE PARTITION FOR CORRIDOR SEPARATION PER _-----_ SECTOR 1020 O iHR FIRE BARRIER FOR OCCUPANCY SEPARATION PER SECTOR 707 (INCLUDES TRASH ROOM) 9g 1 -HR RATED INTERIOR FROM ONE SIDE PER TABLE 001 �� mW FSD Ld 2 -HR FIRE PARTITION FOR OCCUPANCY SEPARATION PER C) SECTOR 500 LL 2H11 FIRE BARRIER FOR EXIT ENCLOSURE PER SECTION 1 FIRE WALL REQUIRED PER IBC SECTION Go It 706. WALL J ELEVATOR( E%IT ENCLOSURE USE I FUNCTION: SHAFT ENCLOSURE FIRE CONSTRUCTION'. FIRE BARRIER PER SECTION 707 FIRE RATING: 2 -HR PER SECTION 7134 1 ORE BC MIN PER TABLE 716.1(2) B SMOKE CONTROL PROVIDE 1WOWAY COMMUNICATION AT FLOORS ABOVE LEVEL OF EXIT DISCHARGE iHR FIRE PARTITION FOR DWELLING UNIT SEPARATION MOST REMOTE POINT 21T (25T MAX.)TO NEAREST EXIT FOR BUILDING ME.2 COMMON PATH OF TRAVEL -37' (125' M5X.) PER TABLE 1006.2.1 OSE/FUNCTION: E%IT ENCLOSURE FIRECONSTRUOION: FIRE BA RRIERPERSECTON7W FIRE RATING 2 -HR R SECTION 23.2 OPEN NG RATING: 90 MIN. PER TABLE 71810 EGRESS PLAN LEGEND STARTING POINT DISTANCE ALONG SEGMENT START OF EXIT --15-- EXIT ACCESS TRAVEL DISTANCE: B-300, A3-250, R -2- 2P3, S-2-400' PER IBC TABLE 1017.2 iHR FIRE PARTITION FOR DWELLING UNIT SEPARATION PER SECTOR 420.2 M iHR FIRE PARTITION FOR CORRIDOR SEPARATION PER _-----_ SECTOR 1020 O iHR FIRE BARRIER FOR OCCUPANCY SEPARATION PER SECTOR 707 (INCLUDES TRASH ROOM) 1 -HR RATED INTERIOR FROM ONE SIDE PER TABLE 001 iHR RATED EXTERIOR FROM BOTH SIDES PER SECTION 705 FSD Ld 2 -HR FIRE PARTITION FOR OCCUPANCY SEPARATION PER C) SECTOR 500 LL 2H11 FIRE BARRIER FOR EXIT ENCLOSURE PER SECTION 1022 FIRE WALL REQUIRED PER IBC SECTION Go It 706. WALL IMMI,00 SHILL HAVE A 2HR FIRE -RESISTANCE RATING PER IBC F- C/) TABLE 706A, FOOTNOTE a. X_X OCCUPANCY 000" TOTAL OCCUPANCY COUNT OF AREA 000 OCCUPANCY COUNT OF SPACE 20 MIN 0 MIN45 RATED DOORS 90 MIN • DOOR PANIC HARDWARE • DOOR HOLD OPENS *FE FIRE EXTINGUISHER GENERAL NOTES • ALL UNIT DEMISING WALLS TO BE FIRE 1 -HR FIRE PARTITIONS ALL CORRIDOR COORS TO BE 1 -HR FIRE PARTITIONS PER TABLE 601 (BEARING) • ALL CORRIDOR COORS 20 MIN. RATED. TYE, ONO ALL EXIT ENCLOSURE WALLS TO BE 2 -HR FIRE BARRIERS ALL EXIT ENCLOSURE DOOR$ 0 MIN. RATED, TYP. UNO ALL DOORS LABELED AS 'NOT AN EXT DOOR" SHALL BE PROVIDED WITH -NON-EXIT DOOR' SIGNAGE AND SHALL MEET REQUIREMENTS OF IBC 2018. SECTION 1023. LETTERING HEIGHT SMALL BE V MINIMUM WITH STROKE WIDTH OF 112• MINIMUM. KEPHART community • planning a architecture 25M WALNUT STREET DENVER, COLORADO PoMS xww.bPhenmm U) FeeeeeZ W M 55 LL00 O -jO Z Ld C) LL Q W Q= r ) L1J �+ D 0 F- C/) O =U O W _ W 0 > W �M� SOF C040 B N 037 4 r;T� �SFD ARC`F. 03.25.2021 No. Me Issue 10,16.19 too%CO 0926.20 PERM UBMITTK mm r A, in O mg r DJV Pmgd Designer DMB Sale eeeeee 08.28.2020 Job Number eeeeee 218094 Damon By eeeeee RB JT CT CIIxME By eeeeee DMB The eeeeee FIRE & EXIT EXHIBIT - LEVEL 4 PLAN Sheet Number A0-5.5 LEVEL5:144'-63/4' _ G WT Eaff6ld PARAPET 2: 151'-" _LEVEL 5: 144'-6 314" LEVEL 4: 133'-11 SAY' LEVEL 3:123'3 3/4" LEVEL 2:112'-7 7/ LEVEL 1: 100'-0" BASEMENT: 89'_25/8" PIARTIAL SOFT PARTIAL ELVATION —50761 — — 11 N. EAST NATURAL VENTILATION OPENING EXHIBIT 507,61 SOFT U) NATURAL VENTILATION OPENING EXHIBIT N OPENING HIBIT 1 NATURAL IQN OPENING EXHIBIT 634 05 SOFT x1 PETSs a-BySgsn)Feuso ET. 314 'osarr. _ _ 59'-5" PARAPET 2: 151'-" _LEVEL 5: 144'-6 314" LEVEL 4: 133'-11 SAY' LEVEL 3:123'3 3/4" LEVEL 2:112'-7 7/ LEVEL 1: 100'-0" BASEMENT: 89'_25/8" PIARTIAL ELVATINON NORTH PARTIAL ELVATION NORTH. 11 N. EAST NATURAL VENTILATION OPENING EXHIBIT g U) NATURAL VENTILATION OPENING EXHIBIT N OPENING HIBIT 1 NATURAL IQN OPENING EXHIBIT 10-0314- PARAPET 2: 151' _ LEVELS: 144'-6314' I��1 ELEVATION S. EAST 7 PARTIAL ELEVATION N. EAST NATURAL VENTILATION OPENING EXHIBIT 11161,=11-0" U) NATURAL VENTILATION OPENING EXHIBIT El R HASEME 1. �4 I`OWN s_� x1 PETSs a-BySgsn)Feuso ET. ®®s� I— ITH OPENINGS ON TWO OPPOSITES SIDES OF THE R2 13787 as NErise3')- Wa so Er. 47 TRUCNRE, THEREBY PROVIDING CODES VENTILATION, LEVEL 5: 144'-6 3/4�" LEVEL4: 133'-111 51W LEVEL 3: 123'-3 `R LEVEL 2: 112'-7 71W LEVEL 1: 100'00'.0' BASEMENT: 88'-2 518' PARTIAL 10 111611=11-0" ELEVATION S. EAST 7 PARTIAL ELEVATION N. EAST NATURAL VENTILATION OPENING EXHIBIT 11161,=11-0" U) NATURAL VENTILATION OPENING EXHIBIT 25'R LEVEL 5: PARAPET 2: 151'151'-33' LEVEL 5: 144'-63/4' er� LEVEL 4: 133'-111 LEVEL 3: 123''-3 3/d�' LEVEL 2: 112''-77/8' LEVEL 1: 100'100'-O'' PARTIAL SOUTH ELEVATION PARTIAL SOUTH ELEVATION 9 111611= 11-01. NATURAL VENTILATION OPENING EXHIBIT 6 1116" = 11-0e NATURHIT CATION OPENING EXHIBIT = 1'_0^ GARAGE OPENNESS TABULATIONS MRIDCSECTION9M.52 GARAGETIER PAEAOFCPENINGS LENGTH OF OPENINGS LEVEL ARSAOF TOPMWALLMFA PROOVIDED 'UNGTNC£CPENNGS TOTp1 IMETER %OFTOMPROVC® U) OPENINGS El R HASEME TOC ea slay5a3'1=Wash Er. x1 PETSs a-BySgsn)Feuso ET. i HERE THE WEN PARKING GARAGES IS PROVIDED O ITH OPENINGS ON TWO OPPOSITES SIDES OF THE R2 13787 as NErise3')- Wa so Er. 47 TRUCNRE, THEREBY PROVIDING CODES VENTILATION, x3 13775 as NSy5n)-Wa sO Er am HE 40 PERCENT CRITERION DOES NOT APPLY. PER4 OPEN TO SI OPEN TO SKY WA -NOTE: LENGTH OF COLUMN REMOVED FROM LENGTH OF OPENING NUMBER 486.5.2 OPENINGS. VENTILATION OPENINGS UNIFORMLY DISTRIBUTED OVER TWO OPPOSING SIDE OF THE PARKING GARAGE. REFERENCED STANDARDS PARKING SHALL CONFORM WITH CIN OF WHEAT RIDGE CODE AMENDMENTS. MULTI -FAMILY ELDERLY RESIDENTIAL 1 EDMUND. I.SSPACEII UNIT :1.25 SPACE (W UNITS) = 72 23 BORES UNIT: 2.0 SPACE 11 UNIT : 1.50 SPACE ISN UNITS) =+86 VISITOR: 10 SPACE 110 REQUIRED :168 SPACES 110 =+17 10% REDUCTION FOR STRUCTURED PARKING :181 _ -19 REDUCTION FOR BICYCLE PARKING : O BIKES OVER MANDATE = 0 TOTAL SPACES PER VAIEAT RIDGE CODE =166 TABUTATION OF PARKING SPACES IRE: RetllarM Plannlna Aottovall REQUIRED PARKING SPACES ON SNE: 169 ACCESSIBLE PARKING SPACES: 5+(1) VAN PARKING SPACES: 111 TOTAL PARKING GARAGE SPACES: 149 TOTAL STREET PARKING: 15 TOTAL SURFACE PARKING 3 TOTAL SPACES PROVIDED ON SITE 167 RE: SHEET Al -1.10 8 Al -1.21 14 BICYCLE SPACES TO BE PROVIDED PER PLANNING APPROVAL 9 REQUIRED. SEC 26301. D., 1. TABLE 5 1 VEHICULAR SPACE FOR EVERY 2 BICYCLE PARKING SPACES BEYOND WHAT IS MANDATORY PER SECTION 26501.E A. UP TO A MAXIMUM OF A 10% TOTAL REDUCTION IN VEHICULAR PARKING SPACES. SEC 261 E., 2. SUMMARY TABLE VISITOR PARKING SHALL NOT BE USED BY RESIDENTS FOR PERSONAL PARKING NOR FOR STORAGE OF UTILITY OR RECREATIONAL VEHICLES SEC 26-SM,E., 12. MISC., B. USABLE PARKING SPACES ANY PARKING STALL WHICH IS UNUSABLE DUE TO MANEUVERABILITY DIFFICULTIES OR DOES NOT HAVE CLEAR ACCESS INTO AND OUT OF ITS PARKING SPACE SHALL NOT BE CONSIDERED IN THE COUNT OF THE TOTAL NUMBER OF AVAILABLE PARKING SPACES ON THE PROPERTY. DOUBLE -LOADED SPACES (PARKING WHERE ONE (1) VEHICLE BLOCKS ANOTHER) ARE CONSIDERED UNUSABLE, EXCEPT WHEN SERVING ONE AND TWO-FAMILY DWELLINGS. SEC 261 E., 12. MISC., H. SMALL CAR PARKING IN PARKING LOTS WITH THIRTY (30) SPACES OR MORE, TWENTY (20) PERCENT OF THE REQUIRED PARKING SPACES M1LIT BE DESIGNATED FOR SMALL OR COMPACT CARS: PROVIDED, THAT SMALL CAR PARKING AREA OR SPACES SHALL BE CLEARLY LABELED OR OTHERWISE DISTINGUISHED FROM FULL-SIZED PARKING AREAS OR SPACES. SEC 26.501, E., 4. B. TABLE 7 REQUIRED BICYUS PARKING IS 5 PERCENT OF THE REQUIRED VEHICULAR PARKING SPACES, BUT NOT LESS THAN 2 SPACE FOR MULTIFAMILYUSES OPEN VENTILATION AREA" 111 �� ■ KEPHART community • planning aArchitecture 25M WALNUT STREET DENVER, COLORADO NEMS xw Im M1eRmm U) Z W "' 5 N LL00 O .jO W w C) LL Q WQ /A! /w V! O Vl� OI1l1 =U W _ W 0 > SOF CO4O J N 037 4 �SFD ARC`F. 03.25.2021 No. Me New 1816.18 too%CO NAM PERM U6MITTK r 7 a, n O mg r DJV Pmgd Designer DMB m 08.28.2020 Job Number 218094 Driven By eeeeee RS JT CT Chumm By eeeeee DMB Tide eeeeee GARAGE VENTILATION d FSD EXHIBITS SAeNNumber Mimi BUILMNBARF N0.4 EXIT REQUIREMENTS USE GROUP. S2 OCCUPANCY TYPE: CLOSEDGARAGE TOTAL AREA: 17,218 SF PER FLOOR (LARGEST, LEVEL 3) AREAPEROCCUPANT 206 GROSS OCCUPANT LOAD: 87 EXITS REQUIRED: 2EXITS EXITS PROVIDED: 2EXIT$ EGRESS PLAN LEGEND USE I FUNCTION: STARTING POINT FIRE CONSTRUCTION'. DISTANCE ALONG SEGMENT FIRE RATING: START OF EXIT 41,Z-15 EXIT ACCESS TRAVEL DISTANCE; B-300, A3-250, R -2- 2W, S-2-400 PER IBC TABLE 1017.2 iHR FIRE PARTITION FOR DWELLING UNIT SEPARATION PER SECTION 420.2 M iHR FIRE PARTITION FOR CORRIDOR SEPARATION PER SECTION 1020 O iHR FIRE BARRIER FOR OCCUPANCY SEPARATION PER SECTION 707 (INCLUDES TRASH ROOM) 1 -HR RATED INTERIOR FROM ONE SIDE PER TABLE 801 iHR RATED EXTERIOR FROM BOTH SIDES PER SECTION 705 FSD w 2 -HR FIRE PARTITION FOR OCCUPANCY SEPARATION PER �0_�1// SECTION 508 LL 2 -HR FIRE BARRIER FOR EXIT ENCLOSURE PER SECTION 1022 LU FIRE WALL REQUIRED PER IBC SECTION 5968706. WALL �004111111111111111 S141L HAVE A 2 -HR FIRE -RESISTANCE RATING PER IBC F— C/)OOw TABLE 70BA, FOOTNOTE a. X_X OCCUPANCY 000" TOTAL OCCUPANCY COUNT OF AREA 000 OCCUPANCY COUNT OF SPACE 20 MIN 0 MIN45 RATED DOORS 90 MIN • DOOR PANIC HARDWARE • DOOR HOLD OPENS *FE FIRE EXTINGUISHER GENERAL NOTES • ALL UNIT DEMISING WALLS TO BE FIRE 1 -HR FIRE PARTITIONS ALL CORRIDOR COORS TO BE 1 -HR FIRE PARTITIONS PER TABLE 601 (BEARING) • ALL CORRIDOR DOORS 20 MIN. RATED. TOP, UNO ALL EXIT ENCLOSURE WALLS TO BE 2 -HR FIRE BARRIERS ALL EXIT ENCLOSURE DOOR$ 0 MIN. RATES, TYP. UNO ALL COME LABELED AS 'NOT AN EXIT DOOR" SHALL BE PROVIDED WITH -NON -EXIT DOOR' SIGNAGE AND SHALL MEET REQUIREMENTS OF IBC 2018. SECTION 1023. LETTERING HEIGHT SHALL BE 1- MINIMUM WITH STROKE WIDTH OF 112• MINIMUM. FIRE WALL& HOR120N DkL EXR USE I FUNCTION: BUILDING SEPARATION WALL FIRE CONSTRUCTION'. FIRE WALL PER SECTION 706 FIRE RATING: 2 H PER TABLE 7064 FOOTNOTE a. OPENING RATING: 90 MIN PER TABLE 718.1(2) ^o, x cB 0 0 0 KEPHART community • planning a architecture 25M WAWOT STREET DENVER, COLORADO PoMS U) FeeeeeZ W M 5 B LL00 O -jO F— w w �0_�1// LL Q W Q= LU llw^^ V! 0 F— C/)OOw =U _ w 0 > SOF C040 J N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 081 FEMITSUBMITTAL Y r n D mg r DJV Pmgd Deeigner DMB m 08.28.2020 Job Number 218094 Dearam By RB JT CT CIIxME By DMB The GARAGE FIRE & EXIT EXHIBIT - BSMT LEVEL PLAN Sheet Number A0=51 ^o, x cB 0 0 0 STMR3 USE I FUNCTIONEXIT ENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 207 FIRE RATING: 2 H PER SECTION 10232 OPENING RATING: W MIN. PER TABLE 218.112) BUILDING NO.J AREA CALCUIKDONS USE GROUP. S-2 CONSTRUCTION TYPE: TYPE II- A, SPRINKLER NFPA 13 OCCUPANCY TYPE: OPEN PARKING GARAGE PRIVATE STORAGE -LOW HAZARD ABEAINCREASETAKEN: NIA HEIGHT INCREASE TAKEN: NIA NUMBER OF STORIES ALLOWED: 15 TIERS PER 406.5.4 NUMBER OF STORIES PROVIDED: 4 AREA PER STORY ALLOWED: 50,000 SOFT. PER 406.5.4 SF AREA OF STORY PROVIDED: 17,292 SF TRASH MRMIMTIM ROOM USE I FUNCTION. REFUSE TERMINATION ROOM FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING: 1 -HR PER SECTION 713.13.3 OPENING RATING: 45 MIN PER 713.13.3 USE I FUNCTION'. EXIT ENCLOSURE FIRECONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE MTwG'. 2 -NR PER SECTION 1023.2 BUILDING NO.J AREA CALCUIKDONS USE GROUP'. S-2 CONSTRUCTION TYPE: TYPE 11A,SPRINKLER NFPA 13 OCCUPANCYTYPE: WEN PARKING GARAGE PRIVATE STORAGE -LOW H42ARD AREA INCREASE TAKEN: NIA HEIGHT INCREASE TAKEN: NIA NUMBER OF STORIES ALLOWED: 15 TIERS PER 406.5.4 NUMBER OF STORIES PROVIDED: 4 AREA PER STORY ALLOWED: 50,000 SBFT. PER406.5.4 SF AREA OF STORY PROVIDED: 17.292 SF USE I FUNCTION:EXITSTAIR NOT AN EXIT DOOR STAIR USEIFUNCTION'. EXIT ENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING: 2 -HR PER SECTION 10232 OPENING RATING: 91 MIN. PER TABLE 716.1(2) USE I FUNCTION:EXITSTAIR NOT AN EXIT DOOR FIRE CONSTRUCTION: WA PER 1019.3 No, I FIRE RATING: WA OPENINGRATING: WA I AOIELI )PEN I \ TO SKY i U OGIG MIN BUILDING AREA NO. 3 EXITREOUIREMENTS USEGROUR S-2 OCCUPANCY TYPE'. OPEN GARAGE TOTAL AREA: 17,301 SF AREA PER OCCUPANT: 200 GROSS OCCUPANT LOAD: 87 EXITS REQUIRED: 2 EXITS EXITS PROVIDED: 2 EXITS OCC. PER EXITS: 44 No. 3 3 FTy p( 1 J —NOT AN EXIxOWq I — 1 —p—I I JI// `IJ NOT AN EXIT OO�R0 'y1y�¶IIrF IIIIL Ill:!/ ••�•II• II—_ -.--•.—II II II __ V—W.Brf• ••�••�••�••�•• T F F 93. d FIRE WALL &HORIZONTAL BXIT ELEVATORI USE I FUNCTION'. BUILDING SEPARATION WALL USE I FUNCTION: SHAFT ENCLOSURE FIRE CONSTRUCTION: FIRE WALL PER SECTION 706 FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIR TING 2 -HR PER FIRE TING 2 -HR PER ON 71.4 OPPENIINNG RATING. 90 MIN PER TABLEBEE 716 FOOTNOTE e. OPENIINNG RATNG: 90 MIN PER TABILE 71631(2) VEL 2 GARAGE PLAN - FIRE AND EXIT EXHIBIT 311C31h F"'71=` - • � i 1 36 OPEN ADb.11 TO a" STAIR 3 IM �I 9D V4 IN GARAGE ENTRY W. 95-g•B LINE OF WALL ABV. OPEN EPAR, 3164" = 1'-0" BLDG b BUILDING AREA NO.3 EXIT REQUIREMENTS USEGROUP 1 NOT AN EXIT DOOR OCCUPANCY TYPE: III FIRE WALL & HORIZONTAL EXIT TOTAL AREA: 17,509 SF USE I FUNCTION'. BUILDING SEPARATION WALL OCCUPANT LOAD: 87 EXITS REQUIRED: FIRE CONSTRUCTION: FIRE WALL PER SECTION 706 2 EXITS OCC. PER EXITS: 44 FIRE RATING: 2 -HR PER TABLE 7064 FOOTNOTE a SECTION 1020 O 1HR FIRE BARRIER FORCCCUPANCYSEPARATION PER OPENING RATING: 06 MIN PER TABLE 716.112) BUILDING AREA NO.3 EXIT REQUIREMENTS USEGROUP 1 S-2 OCCUPANCY TYPE: OPEN GARAGE TOTAL AREA: 17,509 SF AREA PER OCCUPANT: 260 GROSS OCCUPANT LOAD: 87 EXITS REQUIRED: 2 EXITS EXITS PROVIDED: 2 EXITS OCC. PER EXITS: 44 No.3 S'2<1 BT f 0 0 0 I FIRE CONSTRUCTION I FIRE BARRIER PER SECT FIRE RATING: 2 -HR PER SECTION 713.4 NOT AN EXTERIOR WALLI FIRE WAW TYPICAL TYPE IIA USE I FUNCTION: TYPICAL EXTERIOR WALL AT TYPE IIA FIRE CONSTRUCTION. FIRE WALL PER SECTION 706 FIRE RATING: 2 -HOUR PER TABLE 706.4 AND TABLE BON MOST REMOTE PUNT 157' NOO' MAX.) TO NEAREST EXIT FOR BUILDING No. 3 COMMON PATH OF TRAVEL217NOU MAX.) PER TABLE 1006.2.1 PARMNG"MOE-2ND FLOOR - BLDG 3 EXIT REQUIREMENTS USE GROUP: GROUPS -2 OCCUPANCY TYPE'. PARKING GARAGE TOTAL AREA: 173903E AREA PER OCCUPANT: 200 GROSS OCCUPANTLCAD: 87 OCCUPANTS EXITS REWIRED: 2 EXITS REQUIRED EXITS PROVIDED: 2 EXITS PROVIDED OCC.PEREXITS: 44 OCCUPANTS EXTERIOR WALLI FIRE WAW TYPICAL TYPE IIA USE I FUNCTION: TYPICAL EXTERIOR WALL ATTYPE IM FIRE CONSTRUCTION: FIRE WALL PER SECTION 706 FIRE RATING: 2 -HOUR PER TABLE 706.4 AND TABLE 601 MOST REMOTE PUNT 157'(406' MAX.) TO NEAREST EXIT FOR BUILDING No. 3 COMMON PATH OF TRAVEL -217(IOU MAX.) PER TABLE 10062.1 1 PARKING GARAGE -1ST FLOOR -BLDG] 1 EXIT REQUIREMENTS JUSE GROUP GROUP S 2 OCCUPANCY TYPE: PARKING GARAGE TOTAL AREA: 17.413 SF AREAPEROCCUPANT: 200 GROSS OCCUPANTLOAD: 87 OCCUPANTS EXITS REWIRED: 2 EXITS REQUIRED c OPEN EXITS PROVIDED: EXITS REQUIRED TO , OCC. PER EXITS: MOCCUPANTS EGRESS PLAN LEGEND STARTING POINT DISTANCEALONGSEGMENT START OF EXIT --15-- EXIT ACCESS TRAVEL DISTANCE: B-300, A3-250, R -2- 253,S-2- 400' PER IBC TABLE 1017.2 1 H FI RE PARTITION FOR DWELLING ON IT SEPARATION PER SECTION 421.2 M 1HR FIRE PARTITION FOR CORRIDOR SEPARATION PER SECTION 1020 O 1HR FIRE BARRIER FORCCCUPANCYSEPARATION PER 00 SECTION 707 (INCLUDES TRASH ROOM) 1 -HR RATED INTERIOR FROM ONE SIDE PER TABLE 601 1 -HIR RATED EXTERIOR FROM BOTH SIDES PER SECTION705 FSD 2 -HIR FIRE PARTITION FOR OCCUPANCY SEPARATION PER C) SECTION BOB LL 2HR FIRE BARRIER FOR EXIT ENCLOSURE PER SECTION 1022 FIRE WALL REQUIRED PER IBC SECTION 5068706. WALL �•• SHALL HAVE A 2 -HR FIREHESISTANCE RATING PER IBC C/) TABLE TWA, FOOTNOTE a. X_X OCCUPANCY 000" TOTAL OCCUPANCY COUNT OF AREA 000 OCCUPANCYCOUNTOF SPACE 20 MIN 0 MIN45 RATED DOORS 90 MIN • DOOR PANIC HARDWARE • DOOR HOLD OPENS *FE FIRE EXTINGUISHER GENERAL NOTES • ALL UNIT DEMISING WALLS TO BE FIRE I -HR FIRE PARTTONS ALL CORRIDOR WCRS TO BE 1 -HR FIRE PARTITIONS PER TABLE 601 (BEARING) • ALL CORRIDOR DOORS 20 MIN. RATED. TOP, ONO ALL EXIT ENCLOSURE WALLS TO BE 2 -HR FIRE BARRIERS ALL EXIT ENCLOSURE DOOR$ 93 MIN. RATED, TYP, ONO ALL DOORS LABELED AS 'NOT AN EXT DOOR" SHALL BE PROVIDED WITH -NON-EXIT DWR-SIGNAGE AND SHALL MEET REQUIREMENTS OF IBC 2018. SECTION 1023. LETTERING HEIGHT SHALL BE 1- MINIMUM WITH STROKE WIDTH OF 112• MINIMUM. KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, COLORADO PoMS .....,.mN�.nmm U) FeeeeeZ W M 5\/ LL O 00 -O Z C) LL Q W Q= r ) L1J 1w of U 0 C/) OO =U W _ W 0 > V � SOF C040 B N 037 4 �SFD ARC`F. 03.25.2021 No. Me NAM Ilk Me DJV Pmgd Oeeigner DMB Daus 08.28.2020 Job Number 218094 Drawn By RB JT CT CIIxME By DMB ride GARAGE FIRE & EXIT EXHIBIT - LEVEL 1 & 2 PLAN Sheet Number AO=5R8 sruR3 USE I FUNCTION: EXITENCLOSURE FIRE CONSTRUCTION'. FIRE BARRIER PER SECTION 707 FIRE RATING: 2HR PER BECTON 10232 1 0 90 MIN. PER TABLE 716AQ) BUILDIHGX AREA CALCULATIONS USE GROUP: S-2 CONSTRUCTION TYPE: TYPE IIA, SPRINKLER NFPA 13 OCCUPANCY TYPE: OPEN PARKING GARAGE PRIVATESTORAGE-LOW HAZARD AREAINCREASETAKEN: WA HEIGHT INCREASE TAKEN: WA NUMBER OF STORIES ALLOWED: 15 TIERS PER 468.5.4 NUMBER OF STORIES PROVIDED: 4 AREAPERSTORYALLOWED: 50,000SOFT.PER408.5.4SF AREA OF STORY PROVIDED: 17,2925E USE I FUNCTION: EXIT ENCLOSURE FIRE CONSTRUCTION: FINE BARRIER PER BECTON 707 FIRE RATING: 2HR PER BECTON 1023.2 OPENINGRATING: 96 MIN. PER TABLE 716.112) OCCUPANT LOAD: 87 EXITS REDUIRED: AREACALCULATIONS USE GROUP: S-2 CONSTRUCTION TYPE'. TYPE II A, SPRINKLER NFPA 13 OCCUPANCY TYPE: OPEN PARKING GARAGE PRIVATE STORAGE -LOW HAZARD AREAINCREASETAKEN: WA HEIGHT INCREASE TAKEN: WA NUMBER OF STORIES ALLOWED: 15 TIERS PER 406.5A NUMBER OF STORIES PROVIDED: 4 AREAPERSTORYALLOWED: 50,000SOFT.PER408.5.4SF AREA OF STORY PROVIDED: 1],292 SF BUILDING AREA NO.3 EXIT REMIREMEI USE GROUP: S-2 OCCUPANGYTYPE: OPEN GARAC£ TOTAL AREA: 17303 SF AREA PER CCI ANT: Sou GROSS OCCUPANT LOAD: 87 EXITS REDUIRED: 2EXITS EXITS PROVIDED: 2 EXITS DEC. PER EXITS: 44 low: I = 111 a ik, U7 11 43 1 90 op VY MIN a PARKING GARAGE 14 �i3Ah ®I T OF TOEN 6 $EPARTATION� I SKY 1/30F DIAGONAL, �_ `n 90 MIN NOT AN EXIT DOOR FIRE WALL& HORIZONTAL EXIT USE I FUNCTION: BUILDING SEPARATION WALL FIRE CONSTRUCTION. FIRE WALL PER SECTION 706 I FIRE RATING 24iR PER TABLE 70.4 FOOTNOTE a. EXTEMOR WALL I FIRE WALL, TYW AL TYPE II USE I FUNCTION. TYPICAL EXTERIOR WALL AT TYPE II -A FIRECONSTRUCTICN: FIRE WALL PER SECTION 766 FIRE RATING: 2 -HOUR PER TABLE 7664 AND TABLE 661 MOST REMOTE POINT 1ST (b0 MAx.)TO MIN \X NE REST EXIT FOR BUILDING No. 3 COMMON PgTH OF TRAVEL -20' (100' MAX.) & PER TABLE 1006.21 ELEVAIORi USE/FUNCTION. SHAFT ENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION ]0] FIRE RATING: 2 -HR PER SECTION ]134 OPENING MTING: 50 MIN PERTPBLE ]16.1(2) BUILUINGA1UEANO.3 EXITRECUIREMENTS USE GROUP'. S-2 OCCUPANCY TYPE: OPEN GARAGE TOTAL AREA. 17,306 SF AREA PER OCCUPANT: Son GROSS OCCUPANT LOAD: 87 EXITS REQUIRED: 2EXITS EXITS PROVIDED'. 2 EXITS OCC. PER EXITS: 44 BLDG AR No, 3 N RE: A0.5.1, A0.5.118 A5.12 FCR ADDITIONAL BUILDING Tu— MpA 1 /rARS MIN 'h,9;� PARKING GARAGE L3 "'8-�izp �°nav S.2 BT �— PPTtl! 118' GS1t�QE55 IF OPEN 85'6°3EPgRTATON OF EXITS — ro ��— SKY � FIRE WALL& HORIZONTAL EXR USE I FUNCTION: BUILDING SEPARATION WALL FIRE CONSTRUCTION: FIRE WALL PER SECTION ]OB FIRE RATING: 24iR PER TABLE 706.4 FOOTNOTE a. ELEVAIORI EXIT REQUIREMENTS USE I FUNCTION. SHAFT ENCLOSURE FIRE CONSTRUCTION: FIRE BARRIER PER SECTION 707 FIRE RATING: 2 -HR PER SECTION 7134 TO PARKING GARAGE - 4TH FLOOR - BLDG 3 EXIT REQUIREMENTS USE GROUP. GROUPS -2 OCCUPANCY TYPE: PARKING GARAGE TOTAL AREA: 17,390 SF AREAPEROCCUPANT: 200 GROSS OCCUPANT LOAD: 87 OCCUPANTS EXITS REQUIRED: 2 EXITS REWIRED EXITS PROVIDED: 2 EXITS PROVIDED OCC. PER EXITS: 440CMPANTS EXTEMOR WALL I FIRE WALL, TYPICAL TYPE IIA USE/FUNCTION. TYPICAL EXTERIOR WALL AT TYPE II -A FIRE CONSTRUCTION: FIRE WALL PER SECTION 706 FIRE RATING: 2HOUR PER TABLE 7064 AND TABLE 601 OPENING RATING: SO MIN PER TABLE 716 1(2) MOST REMOTE POINT 15T (b0' MA%.) TO NEAREST EXIT FOR BUILDING No. 3 COMMON PATH OF TRAVEL -20' (100' MAX.) PER TABLE 1006.2.1 EGRESS PLAN LEGEND EXIT REQUIREMENTS STARTING POINT GROUPS -2 DISTANCEALWGSEGMENT PARKING GARAGE START OF EXIT --25-- EXIT ACCESS TRAVEL DISTANCE; B-300, A3-250, R -2- 20 GROSS 250,S-2- 400' PER IBC TABLE 1017.2 87 OCCUPANTS 1HIS FI RE PARTITION FOR DWELLING ON IT SEPARATION 2 EXITS REWIRED PER SECTION 421.2 ..... iHR FIRE PARTITION FOR CORRIDOR SEPARATION PER 44OCCUPANTS SECTION 1020 iHR FIRE BARRIER FORDCCUPANCYSEPARATION PER SECTION 707 (INCLUDES TRASH ROOM) 14iR RATED INTERIOR FROM ONE SIDE PER TABLE 601 Hill RATED EXTERIOR FROM BOTH SIDES PER SECTION 705 ^^ FSD 2 -HR FIRE PARTITION FOR OCCUPANCY SEPARATION PER 00 SECTOR 500 .jO 2 -HR FIRE BARRIER FOR EXIT ENCLOSURE PER SECTION 1022 FIRE WALL REQUIRED PER IBC SECTION 506 & 706. WALL X00 SHALL HAVE A 2 -HR FIRE -RESISTANCE RATING PERIBC TABLE 705A FOOTNOTE a. X_X OCCUPANCY 000" TOTAL OCCUPANCY COUNT OF AREA 000 OCCUPANCYCOUNTOF SPACE 20 MIN MIN45 RATED DOORS 90 MIN Q= • DOOR PANIC HARDWARE • DOOR HOLD OPENS *FE FIRE EXTINGUISHER PARKINGGARABE-3RB FLOOR-BLDG3 EXIT REQUIREMENTS USE GROUP. GROUPS -2 OCCUPANCY TYPE: PARKING GARAGE TOTAL AREA: 17,390 SF AREA PER OCCUPANT: 20 GROSS OCCUPANT LOAD: 87 OCCUPANTS EXITS REQUIRED: 2 EXITS REWIRED EXITS PROVIDED: 2 EXITS PROVIDED OCC. PER EXITS: 44OCCUPANTS GENERAL NOTES • ALL UNIT DEMISING WALLS TO BE FIRE 1 -HR FIRE PARTITIONS ALL CORRIDOR DOORS TO BE 1 -HR FIRE PARTITIONS PER TABLE 601 (BEARING) • ALL CORRIDOR DOORS 20 MIN. RATED. TOP, ONO ALL EXIT ENCLOSURE WALLS TO BE 2 -HR FIRE BARRIERS ALL EXIT ENCLOSURE DOOR$ 0 MIN. RATED, TYR, END ALL DOORS LABELED AS 'NOT AN EXIT DOOR" SHALL BE PROVIDED WITH 'NON -EXIT )CORP SIGNAGE AND SHALL MEET REQUIREMENTS OF IBC 2018. SECTION 1023. LETTERING HEIGHT SHALL BE 1- MINIMUM WITH STROKE WIDTH OF 112' MINIMUM. KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO anMS xww.bP6enmm U) FEMMZ W M 5 ^^ 00 .jO F W W p�N LL a WLU Q= Z) ``w^^ v/ 0 U) OO =U W _ W Z > W co ' ^ v M � OOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Me Issue 100%CO PERM UBMIra,PDmN DJV Pmgd Oeaigner DMB lm 08.28.2020 Job Number 218094 Oman By RB JT CT xME By DMB Tma GARAGE FIRE & EXIT EXHIBIT - LEVEL 3 & 4 PLAN O=5R9 U BUILDING NO..9 1 AREA CALCULATIONS USE GROUP: S-2 CONSTRUCTION TYPE'. TYPE II A, SPRINKLER NFPA 13 OCCUPANCY TYPE'. OPEN PARKING GARAGE PRIVATE STORAGE -LOW HAZARD AREAINCREASETAKEN: WA HEIGHT INCREASETAKEN: WA NUMBER OF STORIES ALLOWED: 15 TIERS PER 406.5 4 NUMBER OF STORIES PROVIDED: 4 AREA PER STORY ALLOWED: 50,000SQ.FT PER40654SF AREA OF STORY PROVIDED: 17,2925E BTAIRB USE I FUNCTION: EXIT STAIR FIRE CONSTRUCTION. NIAPER 019.3No.6 FIRE RATING: NA OPENING RATING: NA 11153 BUILDINGAREANO.] USE I FUNCTION'. EXIT REQUIREMENTS USE GROUP:S-2 DISTANCEALONGSEGMENT OCCUPANCY TYPE: OPEN GARAGE TOTAL AREA'. 17.30) BE AREA PER OCCUPANT: 200 GROSS OCCUPANT LOAD: 87 EXITS REQUIRED: 2 EARS EXIT$ PROVIDED: 2 EARS OCC. PER EXITS: M slum I1_ A3 I A3 I A3 I A3 EGRESS PLAN LEGEND USE I FUNCTION'. ASJ2FOR I I FIRE CONSTRUCTION: DISTANCEALONGSEGMENT ADDITIOWA BUIL DING PARKING GARAGE LS ; AND FIRE u r u u 250,S-2- 400' PER IBC TABLE 1017.2 WALL INION WALL NFORMATION 1 H FI RE PARTITION FOR DWELLING UN IT SEPARATION 2 EXITS REQUIRED PER SECTION 421.2 a S_2 Bl 44 OCCUPANTS SECTION 1020 O EIMON PATH OF EGRESS :35'-0' 00 SECTION 707 (INCLUDES TRASH ROOM) EXIT ACCESS TRAVELLDIST: 1 -HR RATED INTERIOR FROM ONE SIDE PER TABLE 601 1 -HR RATED EXTERIOR FROM BOTH SIDES PER SECTION 705 A3 I A3 I A3 I A3 EGRESS PLAN LEGEND USE I FUNCTION'. STARTING POINT FIRE CONSTRUCTION: DISTANCEALONGSEGMENT FIRE RATING: START OF EXIT --25-- EXIT ACCESS TRAVEL DISTANCE; B-300, A3-250, R -2- 206 GROSS 250,S-2- 400' PER IBC TABLE 1017.2 870CMPANTS 1 H FI RE PARTITION FOR DWELLING UN IT SEPARATION 2 EXITS REQUIRED PER SECTION 421.2 2 EXITS PROVIDED iHR FIRE PARTITION FOR CORRIDOR SEPARATION PER 44 OCCUPANTS SECTION 1020 O iHR FIRE BARRIER FORCCCUPANCYSEPARATION PER 00 SECTION 707 (INCLUDES TRASH ROOM) 1 -HR RATED INTERIOR FROM ONE SIDE PER TABLE 601 1 -HR RATED EXTERIOR FROM BOTH SIDES PER SECTION 705 FED w 2 -HR FIRE PARTITION FOR OCCUPANCY SEPARATION PER �0_2y/ SECTION 508 LL 24HR FIRE BARRIER FOR EXIT ENCLOSURE PER SECTION 1022 LU FIRE WALL REQUIRED PER IBC SECTION 5960706. WALL �004111111111111111 SHALE HAVE A 24iR FIRE -RESISTANCE RATING PER IBC F— C/) TABLE 708A, FOOTNOTE a. X_X OCCUPANCY 000" TOTAL OCCUPANCY CQUNT OF AREA 000 OCCUPANCY COUNT OF SPACE 20 MIN 0 MIN45 RATED DOORS 90 MIN • DOOR PANIC HARDWARE • DOOR HOLD OPENS *FE FIRE EXTINGUISHER EXTERIOR WALL I FIRE WALL TYPICAL TYPE IIA USE I FUNCTION'. TYPICAL EXTERIOR WALL AT TYPE II -A FIRE CONSTRUCTION: FIRE WALL PER SECTION 706 FIRE RATING: 2 -HOUR PER TABLE 7064 AND TABLE 601 OPENING RATING: 90 MIN PER TABLE 716.112) MOST REMOTE POINT 151' (400' MAX.) TO NEAREST EXIT FOR BUILDING No. S COMMON PATH OF TRAVEL -35' (1 W' MA)[.) PER TABLE 1006 21 eee PARKING "MOE-SEX FLOOR -B EXIT REQUIREMENTS USE GROUP'. GROUPS -2 OCCUPANCY TYPE: PARKING GARAGE TOTAL AREA: 17,390 SF AREA PER OCCUPANT: 206 GROSS OCCUPANT LOAD: 870CMPANTS EXITS REQUIRED: 2 EXITS REQUIRED EXITS PROVIDED: 2 EXITS PROVIDED CCC. PER EXITS: 44 OCCUPANTS EXIT STAIR NIA PER 1019.3 No, 6 NA GENERAL NOTES • ALL UNIT DEMISING WALLS TO BE FIRE I -HR FIRE PARTITIONS ALL CORRIDOR WCRS TO BE 1 -HR FIRE PARTITIONS PER TABLE 601 (BEARING) • ALL CORRIDOR MORE 20 MIN. RATED. TYP, ONO ALL EXIT ENCLOSURE WALLS TO BE 2 -HR FIRE BARRIERS ALL EXIT ENCLOSURE SWR$ 0 MIN. RATES, TYP, END ALL DOORS LABELED AS 'NOT AN EXIT DOOR" SHALL BE PROVIDED WITH 'NON -EXIT DWR' SIGNAGE AND SHALL MEET REQUIREMENTS OF IBC 2018. SECTION 1023. LETTERING HEIGHT SHALL BE 1- MINIMUM WITH STROKE WIDTH OF 112' MINIMUM. STAIRT CONSTRUCTION: RATING'. FA KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, LCLOMDO PoMS .....,.mN�nmm U) FeeeeeZ W M LL 5 ^ O 00 -jO F— w w �0_2y/ LL Q W Q= LU llw^^ V! D 0 F— C/) U _ w 0 > 8� OOF C040 J N 037 4 �SFD ARC`F. 03.25.2021 No. DMB 18BMe 1 1200 RESU&BT7K11 121?REV In D MP r DJV Pmgd Designer DMB Sam 08.28.2020 Job Number 218094 Drivern By RB JT CT CIIxME By DMB Tide GARAGE FIRE & EXIT EXHIBIT - LEVEL 5 Shia Number AO=5.9a 1/32" = 1' 1)" 1/32" = 1'-0" 1/32" = 1'-0" 1/32" = 1' 1)" LEGEND IMMANSI 11].1 TYPE'A' UNIT LOCATION', RE'. A5 SHEETS ADDRESS PLAN - BASEMENT 1 1/32" = 1'-0" 110 ,O r KEPHART community o planning u architecture 2555 A UT STREET DENVER COLORADO 80205 vJ FEMM Z W M M -100 .jO F -w w p Q QQ W Q= Ld U) w� OnF- V) OO =U W _ W _0 > W co ' ^ v M � I..L SOF CO<Oq '9Q y ou as N 6037 O��SFD ARCN��4 03.25.2021 No. Date Issue 10.16.19 DROSS 0028M Ii IIBMITTK o� r B, rojectrrWeal DJV Pmgcl Designer DMB Dare 08.28.2020 Job Somber 218094 Dayn y RB JT CT Changed By DMB Tele ADDRESS & ACCESSIBILITY PLANS ShSrANumper AM.I.10 G1 1 G2 I 1 BLDG AREA No.1 BLDG AREA No. 3 ---+4-- BLDG AREA No. 1 BLDG AREA No. 3 --+ — — — — — — PARAPET 2: 151' _ _ — — — PARAPET 22: 15 ' FIRE WALL 30' MIN. ABOVE ADJACENT ROOF DECK _ _ _ _ _ LEVEL5:1"'F33/4" I� I I _ _ _ _ BEVELS 144'-63/4" I� _ _ _ _ _ _ V 1HR FlREHARRIER ROOF PLATE: 144'-0 4" ROOF PLATE. 144'-04" CORRIDOR ADJACENT ROOF Dick PARKING GARAGE L4 I PARKING GARAGE L4 abs TRASH ACCESS I ELEC/IDF LEVEL 4:133'-115/8 • r — LEVEL 4_133'-115/8" BA–IFIR RESISTANA — — — — — LEVEL 3 PLATE 132'-4 ]l� — • 1 LEVEL'3 PLATE 132'-4 ]]/� RATED EXTERIOR WALLASSEMBLY I � � 2 HR RATED • REFUSE PRECAST FIRE WALL ' CHUTE ELECIIDF CORRIDOR _ PARKING GARAGE L3 TRASH ACCESS I I I PARKING GARAGE L3 LEVEL 3: 123'3 W4—&T BEVEL 3.123'-3 W44" LEVEL 2 PLATE: 121'-9- _ • 1y — _ LEVEL 2 PLATE: 121'-99 ' • TYPE RA, 2HR FIRE WALL CORRIDOR PARKING GARAGE L2 TRASH ACCESS I ELECIIDF PARKING GARAGE L2 205 I 1HRRESISTANT 10-D' RATED WC NO OPENINGS PER 70661 ASSEMBLY LEVEL 2: 112L7 718- I — — �EVELg 112'-]A�8" L-. LEVEL 1 PLATE: 111'1.1 1/e _ LEVEL 1 PLATE: 111'-111W 1 HE RESISTANT IHR FIRE BARRIER 1HRRATEDRICASSEMBLY RATED RIC ASSEMBLY . PARKING GARAGE Li TRASH TERM ! zo TRASH ACC. ! TRASH TERM 9D ' I TRASH COLLECTION ,TmIN PARKING GARAGE L7 MIN Y + I LEVEL 1: 100'8 _ _ _ _ _ LEVEL 1: 100L 100'0" BASEMENT PIATE_98'--3314" BASEMENT PLATE_ 98'-33/4" n FIRE WALL SECTION EXHIBIT 4; FIRE WALL SECTION EXHIBIT 3 4 37 = 1 r_O" 3 3/16" = 1'-0" �I 0 z CJ �r/4�A276:2A7 m-8 0 z W INTERIOR EXIT STAIRWAY L� 0 J 2HH HHL nAHW LH m TRASH ACCESS � I_ ELECIIDF IMAGINARYLOTLINE 2HR RATED FIRE WALL PARKING GARAGE L2 G3-+ - PER 701 EXTERIOR WALL INTERS ECTIDNS AT FIRE WALLS THAT FORMAN ANGLE EOVAL TOOL GREATER THAN 180 DEGREES OO NOT NEED EXTERIOR WALL PROTECTION. TYPE V A IHR RATED INTERIOR WALL FROM 1 SIDE IMAGINARYLOTUNE TYPE R -A. 2HR FIRE WALL 11HRFIREBARRIER, PRECAST ONE-STORY WALL AT REFUSE TERMINATION ROOM. NOT CONTINUOS TO R00F. PROVIDE 1 -HR FIRE RESISTANT RATED ROOF, NO PENETRATIONS WITHIN fly "OF FIRE WALL PER 706.6.1 u ��NM Nrr N 0 z W INTERIOR EXIT STAIRWAY 0 0 J 2HR FIRE BARRIER � m 1 itl-1"FSD UNLIMITED, 705.8 OPEN PE IMA, 90 90 MIN MIN BLDG 3 --+ PER 7116.5.1, 1. EXTERIOR WALL INTERSECTIONS AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO OR GREATER T41N 180 DEGREES DO NOT NEED EXTERIOR WALL PROTECTION. IMAGINARY LOT LINE TYPE II -A, SHE FIRE WALL 11HR FIRE BARRIER. CMU ONESTORY WALLAT REFUSETERMINATION ROOM, NOT CONTINUOS TO ROOF. PROVIDE 1 -HR FIRE RESISTANT RATED ROOF. NO PENETRATIONS WITHIN 10 VOF FIRE WALL PER ]06.6.1 EGRESS PLAN LEGEND STARTING POINT a DISTANCE ALONG SEGMENT START OF IT --15-- EXIT ACCESS TRAVEL DISTANCE',B-300, A3-250, R -2- 250,S-2- 400' PER ISO TABLE 1017.2 Q 1HR FI RE PARTITION FOR DWELLING UN IT SEPARATION ��NM Nrr N 0 z W INTERIOR EXIT STAIRWAY 0 0 J 2HR FIRE BARRIER � m 1 itl-1"FSD UNLIMITED, 705.8 OPEN PE IMA, 90 90 MIN MIN BLDG 3 --+ PER 7116.5.1, 1. EXTERIOR WALL INTERSECTIONS AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO OR GREATER T41N 180 DEGREES DO NOT NEED EXTERIOR WALL PROTECTION. IMAGINARY LOT LINE TYPE II -A, SHE FIRE WALL 11HR FIRE BARRIER. CMU ONESTORY WALLAT REFUSETERMINATION ROOM, NOT CONTINUOS TO ROOF. PROVIDE 1 -HR FIRE RESISTANT RATED ROOF. NO PENETRATIONS WITHIN 10 VOF FIRE WALL PER ]06.6.1 EGRESS PLAN LEGEND STARTING POINT 0 DISTANCE ALONG SEGMENT START OF IT --15-- EXIT ACCESS TRAVEL DISTANCE',B-300, A3-250, R -2- 250,S-2- 400' PER ISO TABLE 1017.2 1HR FI RE PARTITION FOR DWELLING UN IT SEPARATION PER SECTION 420.2 M iHR FIRE PARTITION FOR CORRIDOR SEPARATION PER SECTION 1020 O O lHR FIRE BARRIER FORCCCUPANCY SEPARATION PER 00 SECTION 707 (INCLUDES TRASH ROOM) 1 -HR RATED INTERIOR FROM ONE SIDE PER TABLE 601 IHR RATED EXTERIOR FROM BOTH SIDES PER SECTION 705 �I FSD w 2HR FIRE PARTITION FOR OCCUPANCY SEPARATION PER SECTION 508 Q 2HR FIRE BARRIER FOR EXIT ENCLOSURE PER SECTION W Q= 1022 U FIRE WALL REQUIRED PER ISO SECTION 5968706. WALL �004111111111111111 SHALL HAVE A 2HR FIRE -RESISTANCE RATING PER IBC TABLE] CBA, FOOTNOTE a. X_X OCCUPANCY 000„ TOTAL OCCUPANCY COURT OF AREA 000 OCCUPANCY COUNT OF SPACE 20 MIN > MIN RATED DOORS 90 MIN • DOOR PANIC HARDWARE • DOOR HOLD OPENS •FE FIRE EXTINGUISHER GENERAL NOTES ALL UNIT DEMISING WALLS TO BE FIRE 1 -HR FIRE PARTRIONS ALL CORRIDOR DOCKS TO BE 1 -HR FIRE PARTITIONS PER TABLE 601 (BEAWNG) • ALL CORRIDOR DOORS 20 MIN. RATED, TRP. UNO • ALLEXIT ENCLOSURE WALLS TO BE 2 -HR FIRE BARRIERS ALL EXIT ENCLOSURE ODORS 90 MIN. RATED, TYP. UNO ALL DOORS LABELED AS 'NOT AN EXT DOOR" SHALL BE PROVIDED WITH 'NON -EXIT DOOR' SIGNAGE AND SHALL MEET REQUIREMENTS OF IBC 2019. SECTION 1023. LETTERING HEIGHT SHALL BE 1' MINIMUM WITH STROKE WIDTH OF 112' MINIMUM. REFUSE, RECYCLING CHUTES SHALL DISCHARGE INTO AN ENCLOSED ROOM SEPARATED FROM THE REMAINDER OF THE BUILDING BY FIRE BARRIERS It HORIZONTAL ASSEMBLIES. OPENINGS INTO THE TERMINATION ROOM SHALL BE PROTECTED BY OPENING PROTECTIVES HAVING A FIRE PROTECTION RATING EQUAL TO THE PROTECTION REQUIRED FOR THE SHAFT ENCLOSURE. DOORS SHALL BE SELF -OR AUTOMATIC CLOSING UPON THE DETECTION OF SMOKE IN ACCORDANCE WITH SECTION 716.266. REFUSE, RECYCLING ROOMS THAT ARE NOT PROVIDED WITH CHUTES NEED ONLY COMPLY WITH TABLE 506. AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 903.2.11.2. 111 ,, 0 KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO PIMA xxw.bpM1enmm Feeeee Z W M /� 5 LL O O J 00 -jO �I w w C) LL Q W Q= U lw^ V! D l�^ V! OOw =U _ w 0 > V ROESSNER 1 SOF C040 J N 037 4 �SFD ARC`F. 03.25.2021 No. Me Issue 10,1e.19 too%CO NAM PERM UBMITTK r 9 n O NH DJV Pmgd Oeaigner DMB am 08.28.2020 Job Number 218094 Drineri By eeeeee RS JT CT ChI By eeeeee DMB Tele D EXIT PLAN EXHIBITS r L 0-5.11 c Id ------------------- I 1 I OPEN TO SKY I I 1 I 1 I 1 IMAGINARYLOTLINE I 1 ----PARKING GARAGE LY - III IIL ____ I 1 I I � BLDG 3 �r TYPE V-A IHR RATED NOOPENINGSWIIN BLDG EXTERIOR WALL A-0. PERTBL. PER 706.5.1, 1. EXTERIOR WALL INTERSECTIONS AT FIRE WALLS THAT FORM AN ANGLE EOUAL TO OR GREATER THAN I W MORE BE DO NOT NEED EXTE RICH WALL PROTECTION. — TYPE III 2HR FIRE WALL PER 700.&1,1. THE EXTERIOR WALLS ON BOTH SIDES OF THE FIRE WALL SHALL HAVE A 1 -HOUR FIRE -RESISTANCE RATING. THE FIRE - RESISTANCE RATING OF THE EXTERIOR WALL SHALL EXTEND A MINIMUM OF C FEET ON EACH SIDE OF THE INTERSECTION OF THE FIRE WALL TO EXTERIOR WALL I OPEN TOSKY I i IMAGINARY LOT LINE OH r I TYPE IL A, 2HR FIRE WALLI O aI BLDG 3 i u, oa o_ I I � I I TYPE IIA, 2HR FIRE WALL EERIOR WALL TED XIE NOOPENINGS WIN " IN PER TBL. 705.8 A BLDG 1 j BLDG CORRIDOR PER ]06.5.1, 2. EXTERIOR WALL INTERSECTIONS AT FIRE WALLB THAT FORM AN ANGLE EQUAL TO OR GREATER THAN IN DEGREES DO NOT NEED EXTERIOR WALL PROTECTION. FIRE & SMOKE PROTECTION �.�.�.� 1HR FIRE PARTITION -DEMISING ........ 1 H R FIRE PARTITION - CORRIDOR ........... 1HRFIREPARTITION OCC.SEP. IHR RATED INT. WALL A -SYMMETRICAL .... 1HR RATED EXT. WALL SYMMETRICAL �..� 2HRFIREPARTITION OCCSEP. 2HR FIRE BARRIER -EXIT ENCLOSURE 2HR FIRE WALL — — — IMAGINARY LOT LINE KEPHART mmunW • olannina • architem 2555 WAWOT STREET DENVER, LCLOMDO MAS xww.bpM1eRmm U) Z W M -100 j0 F_ Lu w p F� Q QQ LU w Q= w� mF- �c/) OOw =U W 2 0> rW c V c� 0 N ry 11L DMB 08.28.2020 218094 RB JT CT DMB FIRE AND EXIT PLAN EXHIBITS AO -5.12 CEILING PLN MEW UNIT urrM L UNIT DEMISING WALL - 1 HR ASSEMBLY: GA RLE No. WP 33M wl 1ESTIMATED STC: 55 1^ = 1'-0" WI-1a=zxa WI-1b=2x6 CEILING PLAN VIEW EXTERIOR I: STRUCTURAL rRUCT FLOOR WE CANOPY COLUMN - 1 HR ASSEMBLY: G4 FILE No. WP 3370 SUBFLOOR CEILING PLAN VIEW SHAFT 11co, RRIDOR/ ENCLOSURE O66Y B SHEATHING; RE: STRUCTURAL MINERAL WOOL FIRE STOPPING NO BOTTOM FLOOR PLATES; PER 821O%USS: RE: STRUCTURAL TOP PLATE TT INSULATION PER ASSEMBLY WOOD FRAMING; RE: STRUCTURAL )LAYERS 518- TYPE "X"GNP. BD. B SHEATHING AS REQUIRED FOR EAR: RE: STRUCTURAL BE TRIM BILL PLATE FLOOR 2X FIRE BARRIER (SMOKE) - 1 HR ASSEMBLY:ULU301 1e_ir_o„ COPING METAL PARAPET CAP 2x WOOD FRAMING: RE: STRUCTURAL TPO ROOF MEMBRANE: INSTALL PER MFR. SPEC'S PLAN VIEW 2x PARAPETWALL: RE: STRUCTURAL CEMENTMOUS LAP SIDING, INSTALL PERMANUF. SPECS; RE: ELEVATIONS FOR EXPOSURE WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING: RE: BLOCKING TOPCHORDOFTRUSS LAP SIDING FINISH WEA PARAPET WALL - NR 1" = 1'-0" CEILING TOP PLATE LAYER &&' TYPE 'r GYP. BD. " GYP. BD. FIRESTOPPING WOOD FRAMING; RE: STRUCTURAL UNIT IIY 4' -11% EXT. 13 IrM EXT. WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING RE STRUCTURAL 2x SILL PLATE FLOOR L==r NOTE: RATEDEXPOSURE TO FIRE ASSEMBLY N - UL DESIGN No. UL U358 NON FROM INSIDE ONLY PER 3ECTON 705. �� (2) 2X EXT. WALL ASSEMBLI VARIES 1" - 1'_Q" WE 3a=LC WE 3b=&B WE3c=Sol CEILING TOP PLATE CEILING 2x WOOD FRAMING. RE: STRUCTURAL CEMENTITIWS LAP SIDING, INSTALL PIAN VIEW FOR MANUF. SPECS; RE: ELEVATIONS FO2 EXPOSURE EXTERIOR SHEATHING; RE: STRUCTURAL (1) LAYER VS' TYPE -V GYP. BE. BRICK VENEER, STANDARD 3CA-: TI1{I��/,LMrp PROVIDE WALL TIES PER MFR. SPEC': ILS NII WEATHER RESISTIVE BARRIER R-21 BATT INSULATION PER ENERGY SIU -PI -ATE FLOOR 111 ,, ■ KEPHART w (1) LAYER &&' TYPE 'r GYP. BD. 25M WALNUT STREET DENv R, COLORADO MALS xw mPMenmm NOTE RATED FOR EXPOSURE TO FIRE 1 -AP SIDING H GVENEER FWALL FROMASSEMBLLYN 2X EXTERIOR1 HR 2x WOOD FRAMING: RE: STRUCTURAL PUN VIEW WE le -aB LL 5 O CEMENTRIWS LAP BIDING, INSTALL 00 jO PER MANUF. SPECS; RE: ELEVATIONS W LLI C) LL FOR EXPOSURE W Q= Uj U) D WEATHER RESISTIVE BARRIER OO =U W (1) LAYER 518' TYPE 'X' GYP. BE. 0 > EXTERIOR SHEATHING; RE: STRUCTURAL �0 I..V SOF CO4O U R-21 BATT INSULATION PER ENERGY 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue REQUIREMENTS 0928.20 PERM UBMRTPL Y BASE TRIM 8o 2x SILLPUTE FLOOR mg DJV Pmj9ct Designer DMB 08.28.2020 NOTE: RATED FOR EXPOSURE TO FIRE 218094 Dreem FCh�By UP SIDING FINISH FROM INSIDE ONLY PER SECTION 705, 2X EXT. WALL - 1 W (RSD) TYPES E-2 Sheet Number Mel ASSEMBLY: GA RLE No. WP M05 1" = 1'-0" WE.2e=2x4 WE2b=2x8 CEILING 2x WOOD FRAMING. RE: STRUCTURAL CEMENTITIWS LAP SIDING, INSTALL PIAN VIEW FOR MANUF. SPECS; RE: ELEVATIONS FO2 EXPOSURE EXTERIOR SHEATHING; RE: STRUCTURAL (1) LAYER VS' TYPE -V GYP. BE. BRICK VENEER, STANDARD 3CA-: TI1{I��/,LMrp PROVIDE WALL TIES PER MFR. SPEC': ILS NII WEATHER RESISTIVE BARRIER R-21 BATT INSULATION PER ENERGY SIU -PI -ATE FLOOR 111 ,, ■ KEPHART w community • planning aarchitecture 25M WALNUT STREET DENv R, COLORADO MALS xw mPMenmm NOTE RATED FOR EXPOSURE TO FIRE 1 -AP SIDING H GVENEER FWALL FROMASSEMBLLYN 2X EXTERIOR1 HR UL DESIGN No. UL U354 WE1b=2x1 WE le -aB B.O. SUBFLOOR PLAN MEN 2E BARRIER TO BECONTINUOUS :OM FLO RIFOUND9011 TO IDERSIDEOFFLOOWROOF IEATHING ABOVE PER IBC 2010 SEC. ).5 8" x 18" CMU WALL, GRWT SOLID FLOOR U—--U w-os CMU FIRE BARRIER - 2HR ASSEMBLY: IBC TABLE MA 3.1.. 1" = 11-01, CEILING PUN VIEW FLOOR �U w-oa CMU WALL - NR 1" 8"x IW CMU WALL ALL, RE: ID. ALL, RE: w -o3 CONCRETE FOUNDATION WALL - NR 1" = 1'-0" wma=B" wo36=1r BASEMENT PLATE PLAN MEN UCT UCT FLOOR I-.' w oz CONCRETE FIRE WALL - 2HR ASSEMBLY: IBC TABLE) 2112 4-1.1 1^=1'Dn LEVEL 1 PLATE PUN VIE% LL, RE: LL, RE: NML FOR LL, RE: FLOOR W-01 CONC. SHAFT ENCLOSURE - 2H RABBEMBLV uLTABLE )2u(z)a-11 1b=IX WD16=13' 111 ,, ■ KEPHART community • planning aarchitecture 25M WALNUT STREET DENv R, COLORADO MALS xw mPMenmm Z W LL 5 O 00 jO W LLI C) LL Q W Q= Uj U) D � C/) OO =U W _ LU 0 > Sr— �0 I..V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,16.19 1W%W 0928.20 PERM UBMRTPL Y 8o Ing O mg DJV Pmj9ct Designer DMB 08.28.2020 kb Number 218094 Dreem FCh�By RB JT CT DMB R & EXTERIOR WALL TYPES Sheet Number Mel FUJI MEW 0 ROOF UCTURAL 0I III I I SII I I �I I I WOODFFRAMN GRRE: TTRUCTURAL I��._r.:u::a'-.eyxa;�: e2:e R-21 BATT INSULATION PER ENERGY REQUIREMENTS; AS REWIRED Y a WOOD FRAMING: RE: STRUCTURAL RE: STRUCT OSIB SHEATHINGrt SHEAR; RE: UCTURAL 222 FRAMING, RRE' ST REQUIRED STRUCTURAL FOR FLOOR I I w1-11 2X OCC. SEPARATION WALL - 1 HRSSEMBLYIBCTABLE7211(2)4.1.1 ia = 11_01. CEIUNG 4 Y ON BOTH SIDES OF THE FIRE WALL PER IBC 2010 SEC.7U8.5.1 EXCEPTION 4 METAL C STUD ATTACHMENT (2) LAYERS 1" GYP. SHAFTLINER PER ASSEMBLY METAL H STUD ATTACHMENT STRUCTURAL LAYER MY TYPE "X" GYP. BD. B SHEATHING AS REQUIRED FOR EAR; RE: STRUCTURAL LAYERS V GYP. SHAFTLINER PER FLOOR ansa me W03a wl-10 PRE -CAST WALL - NR ASSEMBLY: G4 FILE No. AmY 10M 1.1 WE 11-01. WI -0= V SHAFTLINER at' AIRSPACE anN-all CEILING PUN WEW SHAFT ENCLOSURE HE STRUCTURAL R ASSEMBLY 'X' GYP. BD. 'X' GYP. BD. FLOOR wl9 2X FIRE WALL - 2HR ASSEMBLY: DA RLE No.WP4136 i a = 11_Oa z FILL CAVITY WITH BL0WN4N YMIN ; FIRE BARRIER TO BE CONTINUOUS �\ 2 -HR R) TING KEPHART FROM FLOORIFOUNDATION TO community • planning •architecture 25M WAWOTSTREET DENVER, COLORADO MMS xww.bpM1eRmm LAYERS 1' GYP. INER PER (aWOOD 0 Z SHEATHING ABOVE PER IBC 2010 SEC. W MM 707.5 ASSEMBLY J 00 .jO I— WC) w FILL CAVITY WITH BLOWNLIN F QQ INSUL4T10N Q= SETRIM LII. J PARKING I OOw I 2 W APARTMENTS GARAGE > W �0/ LL Mr 0M1 O l'/ lel- CERAMIC FIBER JOINT PROTECTION, E� SOF C040 B THICKNESS PER IBC 822.1.3.1 PLAN WEW 037 4 nF �SFD ARC`F. FRAMING: REAS RUCTURAL WM50- ASW1000 Mae -UMS WII-U366 10,1e.19 too%CO NAM PERM UBMIPK ASSEMBLY: UL DESIGN No. U366, VAPOR BARRIER 2X SHAFT WALL - 2HR GA FILE NO. ASW 10ao WI -7 1 - 1to, -, 5' MIN.p ICKNES 8 2x WOOD FRAMING RE: STRUCTURAL WI5E=2x8 a SHAFTLINER 2-HRRATING WI -Sc = 2x4 r SHAFR INER r 2x8 PLAN VII EN ER PER CTURAL D FOR ER PER 3D. FLGGR IIIsc II 11�l w�2X SHAFT WALL (SHAFTLINER)- 2HRMBLY:GAFILENo.ASW10SHAFT WALL (SHAFTLINER) - 2HRMBLY:GAFILENo.ASW1DDo WF4a=2x4 WM40=2x6 ROOF SHAFT ENCLOSURE PLAN WEW FILL CAVITY WITH BL0WN4N YMIN ; FIRE BARRIER TO BE CONTINUOUS �\ 2 -HR R) TING KEPHART FROM FLOORIFOUNDATION TO community • planning •architecture 25M WAWOTSTREET DENVER, COLORADO MMS xww.bpM1eRmm UNDERSIDE OF FLOORIROOF Z SHEATHING ABOVE PER IBC 2010 SEC. W MM 707.5 RaoF J 00 .jO I— WC) w FILL CAVITY WITH BLOWNLIN F QQ INSUL4T10N Q= 2x TOP PLATE PARKING OOw =0 2 W APARTMENTS GARAGE > W �0/ LL Mr 0M1 l'/ lel- CERAMIC FIBER JOINT PROTECTION, E� SOF C040 B THICKNESS PER IBC 822.1.3.1 PLAN WEW 037 4 nF �SFD ARC`F. 03.25.2021 No. Date Issue 10,1e.19 too%CO NAM PERM UBMIPK VAPOR BARRIER -, 5' MIN.p ICKNES 8 2x WOOD FRAMING RE: STRUCTURAL n O 2-HRRATING mg DV Pmgd Oeeigner DMB Date 08.28.2020 PRE -CAST CONCRETE WALL: RE: 218094 Emeni By RB JT CT (Amoral B DMB R WALL TYPES STRUCTURAL -681 VAPOR BARRIER BATT INSULATION PER ASSEMBLY (2) LAYERS SIB" TYPE "X" GYP. BD. BASE TRIM "ILL PLATE FLOOR 718-IBCTBL WI3 721.1(2)44.1 U301 PRECAST FIRE WALL - 2HR ASSEMBLY VARIES wl s eee 111 - lto, W48a=boa WD FRAMING ATAPT PLAN VII EN ER PER CTURAL D FOR ER PER 3D. FLGGR IIIsc II 11�l w�2X SHAFT WALL (SHAFTLINER)- 2HRMBLY:GAFILENo.ASW10SHAFT WALL (SHAFTLINER) - 2HRMBLY:GAFILENo.ASW1DDo WF4a=2x4 WM40=2x6 ROOF SHAFT ENCLOSURE PLAN WEW FIRE BARRIER TO BE CONTINUOUS FROM FLOORIFOUNDATION TO UNDERSIDE OF FLOORURODF SHEATHING ABOVE PER IBC 2010 SEC. 707.5 FILL CAVITY WITH BL0WN4N YMIN ; THICKNE BE �\ 2 -HR R) TING KEPHART V MINERAL WOOL FIRE STOPPING AT TOP FIRE BARRIER TO BE CONTINUOUS FROM FLOORIFOUNDATION TO UNDERSIDE OF FLOORURODF SHEATHING ABOVE PER IBC 2010 SEC. 707.5 APARTMENTS CERAMIC FIBER JOINT PROTECTION, THICKNESS PER IBC M.21.3.1 -VAPOR BARRIER 2x WOOD FRAMING: RE: STRUCTURAL PRE -CAST CONCRETE WALL; RE: STRUCTURAL �VAPLR BARRIER BATT INSULATION PER ASSEMBLY �(2) LAYERS 510" TYPE "X' GYP. BD. �MSETRIM W[Sr, U301 FLOOR I .,-:.I I W4-IBCTBL n1.1(2)4.1.1 wl s PRE -CAST SHAFT ENCL. - 2HR ASSEMBLY: VARIES PLAN VIEW EXIT ENCLOSURE UNIT TAL C49TUD ATTACHMENT )OR TRUSS; RE; STRUCTURAL LAYERS 1' GYP. SHAFTLINER PER SEMBLY TAL H STUD ATTACHMENT FRAMING: RE: STRUCTURAL 1"GYP. SHAFTLINER PER LAYER 519' TYPE 'X' GYP. BD. FLOOR ���I�I� wl a 2X EXIT ENCLOSURE WALL - 2HR ASSEMBLY: G4 FILE No. ASW 1000 WL3b=2rt CEILING PLAN VIEW UNIT R �IR li g (2) 2X EXIT ENCLOSURE - 2HR ESTIMATED STC ,MATEDSTC Mt54 VVI -01 WI-2a=2x4 WI-2b=2x8 CEILING PUN WEW FLOOR UNIT L 2X UNIT CORRIDOR WALL - 1 HR ASSEMBY. LES MATED CP 0. 5 11-0„ wI-za=zx4 WI-M=2x0 FILL CAVITY WITH BL0WN4N INSUI �\ TOP PLATE KEPHART V MINERAL WOOL FIRE STOPPING AT TOP APARTMENTS CERAMIC FIBER JOINT PROTECTION, THICKNESS PER IBC M.21.3.1 -VAPOR BARRIER 2x WOOD FRAMING: RE: STRUCTURAL PRE -CAST CONCRETE WALL; RE: STRUCTURAL �VAPLR BARRIER BATT INSULATION PER ASSEMBLY �(2) LAYERS 510" TYPE "X' GYP. BD. �MSETRIM W[Sr, U301 FLOOR I .,-:.I I W4-IBCTBL n1.1(2)4.1.1 wl s PRE -CAST SHAFT ENCL. - 2HR ASSEMBLY: VARIES PLAN VIEW EXIT ENCLOSURE UNIT TAL C49TUD ATTACHMENT )OR TRUSS; RE; STRUCTURAL LAYERS 1' GYP. SHAFTLINER PER SEMBLY TAL H STUD ATTACHMENT FRAMING: RE: STRUCTURAL 1"GYP. SHAFTLINER PER LAYER 519' TYPE 'X' GYP. BD. FLOOR ���I�I� wl a 2X EXIT ENCLOSURE WALL - 2HR ASSEMBLY: G4 FILE No. ASW 1000 WL3b=2rt CEILING PLAN VIEW UNIT R �IR li g (2) 2X EXIT ENCLOSURE - 2HR ESTIMATED STC ,MATEDSTC Mt54 VVI -01 WI-2a=2x4 WI-2b=2x8 CEILING PUN WEW FLOOR UNIT L 2X UNIT CORRIDOR WALL - 1 HR ASSEMBY. LES MATED CP 0. 5 11-0„ wI-za=zx4 WI-M=2x0 111 �� ■ KEPHART community • planning •architecture 25M WAWOTSTREET DENVER, COLORADO MMS xww.bpM1eRmm Z W MM M LL0 J 00 .jO I— WC) w F QQ W Q= /w� V ! C/) OOw =0 2 W > W �0/ LL Mr 0M1 l'/ lel- E� SOF C040 B N 037 4 nF �SFD ARC`F. 03.25.2021 No. Date Issue 10,1e.19 too%CO NAM PERM UBMIPK r 8 n O mg DV Pmgd Oeeigner DMB Date 08.28.2020 Job Number 218094 Emeni By RB JT CT (Amoral B DMB R WALL TYPES E -681 C CEIMNG PLAN VIEW AMENIT S rL CEIMNG PLAN VIEW NOTE: WATER RESISTANT GYP. BD. AT CATIONS, GLASS BOARDATALLTILE IS & SHOWERS PER MA "X" GYP. BD. W GYP. BD. RE: STRUCTURAL PLAN VIEW ELEVATOR MACHINE ROOM PLAN VIEW II OCCUPANCY1 I OCCUPANCY2 FIRE BARRIER TO BE CONTINUOUS FROM FLQ^AffOUNDATION TO UNDERSIDE OF FLOOWROOF SHEATHING ABOVE PER IBC 2010 SEC. TOTS FLOOR TRUSS; RE: STRUCTURAL BATT INSULATION PER ASSEMBLY (1) LAYER SIB" TYPE "X" GYP. BD. SINGLE 2x TOP PLATE, SPAN ACROSS BOTH WALLS 2x TOP PLATE VY GYP, BO FIRESTOPPING 2x WOOD FRAMING RE: STRUCTURAL (2) LAYERS SaW TYPE" X" GYP. BD. FIRE BARRIER TO BE CONTINUOUS SUEFLOOR SHEAR; RE: STRUCTURAL FROM FLQ^AffOUNDATION TO BASE TRIM III T UNDERSIDE OF FLOOWROOF OSB SHEATHING AS FOR L 2 SHEATHING ABOVE PER IBC 2010 SEC. FLOOR GYP, BE. CTREQUIRED /SHEAR; RE: STRUCTURAL (2) 2X INT. BEARING WALL - (1)LAYER SIB"TYPE "X"GVP. B0. w - 1HR ASSEMBLY GA FILE No. WP 33]0 WILAYERSOF1IYTYPE'E EL COLUMN w wI-13 ESTIMATED STC: 55 - w COVER PER ASSEMBLY / BASE TRIM O BASE TRIM CEIMNG WI -126=2x0 EMENTSEMBLY REQUIREMENTS. FIRE RATED _ CEILING RP GRIP PER STRUCTURAL ASSEM UESSH.RE'. ASSEMBLIES SHEETS / 2x SILL PLATE 'M SILL PLATE I— IO1 W I C) w F FLOOR FLOOR LU1QI 707.5 LUQ SPRAY - UL DESIGN NO, X]71 lW^ V! PROTECT. - 1 HR INTUMESCENTCOLUMN PGA O. CM 2X INT. FIRE BARRIER (SMOKE) - 11 MOL"ESnMATED WE55 2X INTERIOR WALL - NR GA C-01 ASSEMBLY GYPSUM WRAP FILE NAINT 11450 WI i7 WI -14 ASSEMBLY FILE No. WP 3805 1 112" = 1'-0" 1" = 1'-0" 1" = 1'-0" WI-13a=2A LL r 01 WI-13b=2x0 PLAN VIEW ELEVATOR MACHINE ROOM PLAN VIEW II OCCUPANCY1 I OCCUPANCY2 FIRE BARRIER TO BE CONTINUOUS FROM FLQ^AffOUNDATION TO UNDERSIDE OF FLOOWROOF SHEATHING ABOVE PER IBC 2010 SEC. TOTS FLOOR TRUSS; RE: STRUCTURAL BATT INSULATION PER ASSEMBLY (1) LAYER SIB" TYPE "X" GYP. BD. SINGLE 2x TOP PLATE, SPAN ACROSS BOTH WALLS 2x TOP PLATE VY GYP, BO FIRESTOPPING 2x WOOD FRAMING RE: STRUCTURAL (2) LAYERS SaW TYPE" X" GYP. BD. FIRE BARRIER TO BE CONTINUOUS SUEFLOOR SHEAR; RE: STRUCTURAL FROM FLQ^AffOUNDATION TO BASE TRIM KEPHART BASE TRIM UNDERSIDE OF FLOOWROOF 2e SILL PLATE L 2 SHEATHING ABOVE PER IBC 2010 SEC. FLOOR FLOOR (2) 2X INT. BEARING WALL - 1 HR 2X INT. BEARING WALL - 1HR ASSEMBLY GA FILE No. WP 33]0 „ w wI-13 ESTIMATED STC: 55 1" = 1'_w w 1" - 1'-0" 2x TOP PLATE w O VA 16b=2x8 CEIMNG WI -126=2x0 TOP BEARING FLOOR TRUSS OR JOIST CEILING RP GRIP PER STRUCTURAL FITWOOD FRAMING; RE: STRUCTURAL PLAN VIEW ELEVATOR MACHINE ROOM PLAN VIEW II OCCUPANCY1 I OCCUPANCY2 FIRE BARRIER TO BE CONTINUOUS FROM FLQ^AffOUNDATION TO UNDERSIDE OF FLOOWROOF SHEATHING ABOVE PER IBC 2010 SEC. TOTS FLOOR TRUSS; RE: STRUCTURAL BATT INSULATION PER ASSEMBLY (1) LAYER SIB" TYPE "X" GYP. BD. SINGLE 2x TOP PLATE, SPAN ACROSS BOTH WALLS 2x TOP PLATE VY GYP, BO FIRESTOPPING 2x WOOD FRAMING RE: STRUCTURAL (1) LAYER &B" TYPE 'V GYP. SO. (1) LAYER SIB" TYPE 'r GYP. BD. BABE TRIM BASE TRIM L SILL PLATE 2x SILL PLATE FLOOR FLOOR wl-1s 2X FIRE BARRIER - 1 5H vd'� 2X OCC. SEP. WALL RDEM - 1 HR ASSEMBLY: DA FILE (2) LAYERS SaW TYPE" X" GYP. BD. SHEAR; RE: STRUCTURAL ,, BASE TRIM KEPHART BASE TRIM 2e SILL PLATE L 2 2e SILL PLATE FLOOR FLOOR (2) 2X INT. BEARING WALL - 1 HR 2X INT. BEARING WALL - 1HR ASSEMBLY GA FILE No. WP 33]0 /, wl - 6 ASSEMBLY GA FILE No. WP 4138 wI-13 ESTIMATED STC: 55 1" = 1'_w w1 -153=2w 1" - 1'-0" Wl =2:6 O VA 16b=2x8 WI -126=2x0 (1) LAYER &B" TYPE 'V GYP. SO. (1) LAYER SIB" TYPE 'r GYP. BD. BABE TRIM BASE TRIM L SILL PLATE 2x SILL PLATE FLOOR FLOOR wl-1s 2X FIRE BARRIER - 1 5H vd'� 2X OCC. SEP. WALL RDEM - 1 HR ASSEMBLY: DA FILE NOTE: WATER RESISTANT GYP. BD. AT 111 ,, FIRE BARRIER TO BE CONTINUOUS KEPHART ALL BATHROOM LOCATIONS, GLASS 25M WAWOT STREET DENVER, COLORADD mobs ..... ,mmnmm U) FRCfi1 FLOORffOUNDATION TO CEILING MAT GYP. BACIG=R BOARD AT ALL TILE MM M 5W S LL00 O UNDERSIDE OF FLOOWROOF LOCATIONS AT TUBS & SHOWERS PER SHEATHING ABOVE PER IBC 2018 SEC. I— IO1 W IBG2018SECTION2W8. C) w F LU1QI 707.5 LUQ lW^ V! lF— V! OOW =U _ W 0> W LL r 01 C'^J V � 2x TOP PLATE SOF C040 J N 037 4 �SFD ARC`F. 03.25.2021 Date Issue W2B.ID PEPAITSUBMITTK Y r [MP (1) LAYER SIB" TYPE" X" GYP. SO. °O 000 DJV Pwgd Designer DMB Date 08.28.2020 Job Number (1) LAYER SIB" TYPE 'X7 GYP. SO. LL RB JT CT C=B 9t TOP PLATE DMB Tore INTERIOR WALL TYPES SAM Number TOP BEARING FLOOR TRUSS A0-6.2 CEILING WOOD FRAMING: RE: STRUCTURAL 2rc WOOD FRAMING, RE STRUCTURAL �& PIAN WEW Hn PIAN "Eye OCCUPANCYI OCCUPANCY2 (1) LAYER &B" TYPE 'V GYP. SO. (1) LAYER SIB" TYPE 'r GYP. BD. BABE TRIM BASE TRIM L SILL PLATE 2x SILL PLATE FLOOR FLOOR wl-1s 2X FIRE BARRIER - 1 5H vd'� 2X OCC. SEP. WALL RDEM - 1 HR ASSEMBLY: DA FILE 111 ,, ■ KEPHART community • planning aarchitecture 25M WAWOT STREET DENVER, COLORADD mobs ..... ,mmnmm U) Z MM M 5W S LL00 O I— IO1 W w C) F LU1QI a.Q LUQ lW^ V! lF— V! OOW =U _ W 0> W LL r 01 C'^J V � SOF C040 J N 037 4 �SFD ARC`F. 03.25.2021 Date Issue W2B.ID PEPAITSUBMITTK Y r [MP OR 000 DJV Pwgd Designer DMB Date 08.28.2020 Job Number 218094 Drimen By RB JT CT C=B DMB Tore INTERIOR WALL TYPES SAM Number A0-6.2 UNIT STRIP PER MANUF. SPEC. RE: STRUCTURAL 18' OPEN WEB TRUSS, SPACED PER STRUCTURAL MIN. R-30 BATT INSULATION PER EACH SIDE OF BUTT JOINT): INSTALL RC CHANNEL OPPOSITE OF WALLBOARD JOINTS I1) LAYERS 510" TYPE C' GYP. BD. EXTERIOR NOTE: AT NO POINT SHALL THE FINISHED FLUOR SYSTEM COME IN CONTACT WITH ANYTHING OTHER THAN THE IMPACT ISOLATION MATERIAL, FOAM GASKET, THE FINISHED FLOOR SYSTEM MUST BE COMPLETELY ISLOLATED FROM THE SUBROOR AND THE SURROUNDING CONSTRUCTIONS TO MAINTAIN THE ACOPSTIC PERFORMANCE. FC -9 UNIT OVER EXT. F/C - 1 HR ASSEMBLY: UL DESIGN No, Law 1 1/2" = 1'-0" URAL FC -S FLOOR/CEILING - 2HR ASSEMBLY: GA FILE NO. PC MI 1 1/2" =1'-0" Fcs STAIR LANDING - NR TOPPING ATHING: RE: STRUCTURAL TSPACEDANDSIZED NAI- GYP. AL GYP. BD. BASE TRIM UNIT ISOLATION STRIP PER MANUF. SPEC. 1 IMP GYP -CRETE TOPPING ON 1W ACOUSTICAL SOUND MAT Ale FLOOR SHEATHING; RE: STRUCTURAL TRUSS, SPACED PER ANY DEPTH EACH SIDE OF BUTT JOINT); INSTALL CHANNEL OPPOSITE OF WALLBOARD JOINTS 111 LAYERS WS' TYPE C' GYP. BD. AMENITY NOTE: AT NO POINT SHALL THE FINISHED FLOOR SYSTEM COME IN CONTACT WITH ANYTHING OTHER THAN THE IMPACT ISOLATION MATERIAL, FOAM GASKET, THE FlNISHED FLOOR SYSTEM MUST BE COMPLETELY ISLOIATED FROM THE SUBFLOOR AND THE SURROUNDING CONSTRUCTIONS TO MAINTAIN THE ACOUSTIC PERFORMANCE. FP5 UNIT OVER AMENITY F/C - 1 HR ASSEMBLY: UL DESIGN Na. 1550 1 1/2" =1'-0" FC -3 BALCONY FLOOR/CEILING - NR S JCTURAL 1 la' GYPCRETE TOPPING 314' FLOOR SHEATHING: RE: STRUCTURAL & FLOOR JOIST SHALL BE FRAMED FROM CORRIDOR WALL TO CORRIDOR WALL LIMITING THE AREA OF CONCEALED SPACES FORMED BETWEEN JOISTS. FIRE SPRINKLERS NOT REDD WAN THESE CONCEALED SPACES PER NFPA 13 SECTION 8.15.1.2.8 WHICH ALLOWS AREAS UP TO 1 W FT WHEN CEILING APPLIED DIRECTLYTOJOISTS (2) LAYERS 518' TYPE 'X' GYP. BD, INSTALL MECHANICAL EQUIPMENT. DUCT WORK SPRINKLER SYSTEMS A LIGHT FIXTURES WITHIN NONRATED PLENUM FC -2 CORRIDOR FLOOR/CEILING - 1HR ASSEMBLY: GA FILE No. PC 5408 1 1/2" = 1'-0" 111 2lc" NORMAL WIEGHT CONCRETE ■ KEPHART community • planning aarchilecturs 25M WALNUT STREET DENVER, CCLOMDO PIMA xx mmM1enmm TOPPING 3- MIN. CONCRETE TOPPING, SLOPE TO Z DRAINAGE MAT W M DRAIN - �0 BASETRIM FLUID LI ED O PRECASTCCIIBLE TCONT. BALCONY WATERPROOFING MEMBRANE ISOLATION STRIP PER MANUF. SPEC. I— L1 w INSTALL PER MFR. SPEC. F Q Q 3W FLOM SHEATHING: RE'. Q 1 114' GYP -CRETE TOPPING ON 1M" A� WLI / V ! 11- ACOUSTICAL SOUND MAT O e.- - OLAIN =U TUR STRUCAL _ W 0 > W � F VT MAX. 13.5 MIN. BALCONY TRUSS l 3l4 "FLOOR SHEATHING: RE: STRUCTURAL WITH SLOPED TOP CHORD; RE: SOF CO4O U STRUCTURAL N 037 4 �SFD ARC`F. 03.25.2021 No.LWA L�TSUBM�k R-30 BATT INSULATION 18' OPEN WEB TRUSS, SPACED PER — STRUCTURAL m r RESILIENT CHANNEL, INSTALLED AT 12' DJV Pmgd Designer DMB 01 (2) COURSES OF RC CHANNEL M t ANY DEPTH INSULATION ALLOWED TO 218094 Down By FCh�By RB JT CT O.C. OF WALLBOARD BUTT JOINTS (3' BE DRAPED OVER RESILIENT — EACH SIDE OF BUTT JOINT); INSTALL RL CHANNELS IF SPACED AT 12' O.C. A0-6.3 CHANNEL OPPOSITE OF WALLBOARD JOINTS RESILIENT CHANNEL, INSTALLED AT 12' (2) COUSESRC CHANNEL 6' (1) LAYERS SAY TYPE RT GYP. BD. OZ.;OF WALLBOARDFBUR JOINTS (3' EACH SIDE OF BUTT JOINT): INSTALL RC CHANNEL OPPOSITE OF WALLBOARD JOINTS (1) LAYERS 5AI' TYPE C' GYP. BD. MAINTAIN 1AR CONTINUOUS RATING AT INTERIOR UNIT INTERSECTION BETWEEN HORIZONTAL ROORICEIUNG ASSEMBLY AND VERTICAL 35 - MIN. WALL ASSEMBLY 1 H RATING NOTE: AT NO POINT SHALL THE FINISHED FLOOR SYSTEM COME IN CONTACT WITH ANYTHING OTHER THAN THE IMPACT ISOLATION MATERIAL, FOAM GASKET, THE FINISHED FLOOR SYSTEM MUST BE COMPLETELY ISLOLATED FROM THE SUBFLOOR AND THE SURROUNDING CONSTRUCTIONS TO MAINTAIN THE ACOUSTIC PERFORMANCE. GARAGE FLOOR/CEILING BALCONY FLOOR/CEILING - 1 HR UNIT FLOOR/CEILING - 1 HR ASSEMBLY: UL TABLE M.1(3)1.1.1 ASSEMBLY: GA FILE NO. FC 5517 ASSEMBLY: UL DESIGN No L550 FC -7 FC -4 FC -1 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 111 �� ■ KEPHART community • planning aarchilecturs 25M WALNUT STREET DENVER, CCLOMDO PIMA xx mmM1enmm U) Z W M �0 LL00 O I— L1 w p F Q Q W/ Q T. A� WLI / V ! 11- O OLAIN =U LU _ W 0 > W � l SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No.LWA L�TSUBM�k m r DJV Pmgd Designer DMB 08.28.2020 Job Number 218094 Down By FCh�By RB JT CT DMB /CEILING TYPES SAeN NuMar A0-6.3 MANE: INSTALL PER MFR G: RE'. STRUCTURAL TRUCTURAL JOIST; RE. STRUCTURAL GRADE 112' TYPE '17 WE -8 TRASH TERMINATION R/C - 1HR SSEMBLY:W FILE NO.FC4B04 1 1/2" = 1'-0" OOF MEMBRANE; INSTALL PER MFR SHEATHING: RE: STRUCRIML =CK; RE: STRUCTURAL :AM: RE: STRUCTTIRAL 'ERS 818' TYPE -X' GYP. BD. ENTRY CANOPY R/C ASSEMBLY: IBC TMIAH) 24.1 RC -7 1 1/2" RC -5 AMENITY R/C - 1 HR ASSEMBLY: UL DESIGN No. P5= 1 1/2" = 1'-0" RC -5 ROOF DECK — 1 H ASSEMBLY: UL DESIGN NO. PM 1 1121, = 1'-0" WHERE SHAFT EXTENDS ABOVE ADJACENT BUILDING'S ROOF = NON RATED NON RATED WHERE SHAFT TERMINATED AT LEVEL OF ADJACENT BUILDING'S ROOF ="R RATED Rc a SHAFT ROOF/CEILING - VARIES GA FILENO.RC2501 1 1/2" = 1'-0' ASPHALT SHINGLES: INSTALL PER MANUFACTURER'S SPECIFICATIONS ROOF SHEATHING: RE: STRUCTURAL RC -3 EXIT ENCLOSURE R/C - NR 1 1/2" = 1' PER RAL 'ER TPO ROOF MEMBRANE: INSTALL PER UCTURAL ORD UJCTURAL PER P. BD. Rc-2 CORRIDOR ROOF/CEILING - 1HR ASSEMBLY: FILENO.RC2B 1 1/2" = 1'-0" ASPHALT SHINGLES; INSTALL PER MANUFACTURER'S SPECIFICATIONS ROOF SHEATHING; RE: STRUCTURAL ERC-11UNIT ROOF/CEILING - 1 HR ASSEMBLY:ULDESIGNNO PS22 1 1/2" = 1'-0" O 111 �� ■ KEPHART community • planning • architecture 255M WAWUTSTREET DENVER, COLORADO eons ..... ,mft nmm U) Z W M -100 0 .jO F- Lu w p F QQ W/// I Q w / L V ! 11l-^ V! OO =U w _ w 0 > E� SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Dela Issue Nl FEPAITSUBMRTK Y r n D mg r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Dean By RB JT CT cne ee ay DMB Title ROORCEILING TYPES moer AMA E O UL DESIGNNo.U356 WE4 WE3 �� 111 ■ KEPHART between ands an insulation, h[hick, fit to fillwalGlassib Mineral iberorglass Pito Is. Steel Framin Members•- Used to attach furan channels tem]Asi to intenor side of studs. Clips 9 9 0 1 bB in. No.8x2-1/tin. drywasRervS, 1.HR EXTERIOR WALLEXPOSUREFROM INSIDE U) NATIONAL GYPSUM CO view Classification)-CKN%.R3s01 FEMM platers. between Studs and pates.Minerafiberinzuatbnw be unfa[ed andwhMea min density of3 pd. Glass fiber be and[ indene spaced OC, and securLH to scads with two coarse t one through the W "' 5 insulation to be faced with aluminum fail or kraft paper and to have a min density of 0.9 pd (min R-13 thermal hole at each end of the clip. Fuming channels are friction fitted into dips. J BXUV.U356 _ .JO PASCO BUILDING PRODUCTS L L C, OBA PABCO GYPSUM Nies Classification)-CKNXR]094 insulation rating). MNUICS NOISE CONTROL INC - Type Ingram. z W cD LLJ �Q// See Bans and Blankets• fil Category in the Building Materials Directory and Bans add Blankdes• (Bili) LL i- Qa. W Q= LUQ n LTJ Category in Me Fire Resistance Directory kr names of Classified Companies �+ , C0 Q Design/$y51eMConstruQion/Assembly Usage Disclaimer PANEL REY 5 ANien ClaxMcation)-CKN%.R21]96 OOW =U 7B. steel framing Members•- (Optional, Not Shown)- Fukng channel and Steel Framing Members as _ W l Q / 4A. Fiber, sprayed• -As an alternate to Batts and Blankets (Item 4) -Spray applied cellubse material. The fiber is described below: •Authorities Having jurisdiction should be consulted in all Cases as w the particular requirements Covering the SIAM GYPSUM INDUSTRY(SAMBURU CO LTD Mew Classification)-CKNKR19262 applied with wines ro completely fill theefclosed cavity in accordance with the application instructions supplied with a. Furring Channels -Formed of No. 25 MSG SEIM steel.2-318in. wide by 7/8 in. deep, Spared 24 in. OC installation and use of UL Carol products, equimMtsstem, devices, and materials. P P Y SOF C040 the product whhaminalb any density lb/inaccordan Alternate Application McMod:Thefiberonessuied Without water • Authorities Havingmblie should be consultedbefore[Dnssignsu 037 4 �SFD ARC 03.25.2021 3.5of I oradhesiveatanominaldry density of 3.5Ib/fts, in accordance with the application insirudions supplied with tlae perpendicular to studs. Ohannes secured to studs as described in Item b. Ends of adjoining channels are and •Fire resistance assemblies and products am developed by the design submitter and have been investigated by UL THAI GYPSUM PRODUCTS KL Niew Classification) -CNN%.P2)51] 11 product. overWpped6in. and tied[ogethn with double strand of No. ill SWG galy steel wire near catch end of for compliance witha applicable ts. The published information cannot always address construction p pp equiremen pu ysa every cons and for With wet ortlryapplication.INS515LD, IN5541LD, INS735, IN5745, US65LDr overlap. As an alternate, ergs of adjoining channels may be overlapped 6 in. and secured together with two nuance encountered in the field. INS765LD, and INST13L0 are to be used for dry application only. and sef-Upping framing screw; min. ]/16 in. long at the midpoint of the overlap, with one screw on each • Whm field Issues ons¢ h is recommended the first contact for assistance be the technical servace staff provided by mg UNITED STATES GYPSUM CO (view Classification)-CKN%.0.1319 Pmgd Designer Maass DMB flange of the channel. Gypsum board attached to furring channels as described in Item 2. the product manufacturer noted for the design. )hers of fire rentance assemblies are advised to consult the general 08.28.2020 Job Number 218094 Down By RB JT CT Guide Informal for each product category and each group of assemblies. The Guide information induces DMB USG BORAL DRYWALL SR LLC Nkw Claulfication)-CKNXR38438 FIRE RATED ASSEMBLIES b. Steel Framing Member•- Used to attach faring channels( Item a) to studs. Clips spaced 48 in. OC. spedfice concerning alternate materials and alternate methods of construction. AOSI 4B. fihaf Sprayed•- As an altedrate to Item 4 and 4A- Spray applied Calcium metal. The fiber is applied Path Genie clips secured to studs with No. 8 x 1-1/2 in. coarse drywall screw through the Center INDIA Furring • Only products which bear UL's Mark are Considered Certified. water to completely nilthe enclosed cavity In accordance won me application Instructions supposed wan me paroi channels are friction fitted into clips. USG MEXICO 5 A DE C V Niew Classification) - CKN%R16W9 Nominal dry density of 4.5816/ft a. PUTEQ INC -type Genie Clip NU -WOOL CO INC - Cellulose Insulation 2A Gypsum 4 ft BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for Board• -Mrs an alternate to l[em 2, Not Shown) -Any 5/8 in. thack wide gypsum panels that are 7C. Steel Framing Members• -(Optional, Not Shown)- Furring channels and Steel Framing Members as United States eligible for use In Desig n Nos. U501, 6512 or U305, supplied by Me Classified Companies listed below shown inthe 4C Fiber,Sprayed• - As an alternate to Batts and BlanNXS(Ibm 4)- Spray applied cellulose fiber. The fiber is described below: BXUV7 -Fire Resistance Ratings -CAN/ULC-3101 Certified for um Beard• CKNX category. A lied vertically and attached to studs and heroin lain with 1-1 4 in. Io ^9 PP Y GYPS ( 1gypsum applied with water completely the cavity in accordance wRh the application instructions supplied with a. oab-Formed ofmb.Eads MSG aj sting nels and red wether w1 e Type My coarse thread gypsum panel steelscrwWs spacedamax Bin OC with last screwiin. from edge of bock. drydfill the product The minimum dry density shall bed.3016s/ks. eminimshahs 4. s secured to stud chaced nnelson.00ed6 in. ith sxured rosads as described in Item b. Ends of adjoining channels overlapped 6in.and tied wgethn with of Canada CGC INC INTERNATIONAL CELLULOSE CORP - Cattai RL double grand of No. 18 AWG galvanized steel wire Gypsum board attnd N to fuming channel as described See General Information for Fire -resistance Ratings - ANSUL L 263 Cemfied bar United States UNITED STATES GYPSUM CO in Item 2. Design Criteria and Allowable Variances 9 USG BOML DRYWALL SEE LLC Is. Steel Faring Members• -Used to attach furring channels (Item 70a) TO studs. Clips spaced 48 in. 01 See General Information for Fire Rxistance Ratio CAN/ULC-5101 Certified car Canadaer 9z- USG MEz¢os ADEev 4D. Fiber, Sprayed* -Aed and l plem 64.0 Sprpd, and secured to studs coarse drywall screw with lin diem washer through the center hole. Furring Design criteria and Allowable variances With adheroBash mumdBlankets Tetlmineralf Unity matenaLThefiber is applied with adhesive, ata minimum density of 4.OpR, to completely fillthe enclosed avity in to comeletely onfawit fall into channels are fraction fitted into clips. Design No. U356 28. Gypsum Board' - (As analtemate to 4Rwide gypsum Not Showin accordance with theappliationinshoRIo ,supplied with the Product See Fiber, Sprayed ICUZ). AMERICAN ROCKWOOL MANUMCTURING,0.0-Type Reduced Premium Plus STUDCO BUILDING SYSTEMS-RESILMOUNT Sound Isolation Clips - Type A237R earingm2, Mtl gypsumpanels long Tyn. pe panel vertically and attached to sods and bearing plates wild 1-1/d in tang Type W coarse thread gypsum panel stew November 26, 2019 screws spaced a max 8 in. OC, with last screw 1 in from edge of board. Bearing Wall Rating- 1 Hr Rating Exposed to Fire on Interior Face Only AMERICAN GYPSUM CO -Types AG%1, M-Glax, AG -C, Ughtil 7D, Steel Framing Membi-(Optional, Not Shown)- Funing channels and Stael Framing Members as 5. Wood Structural Panel Shaadring-Min 7/16 in. thick 4 If wide wood structural panes, min grade 'C-D'or "Sheathi ". Installed with ton dimension of dead axis or face ran of ori parallel with or g (Strength ) grain ptho p described below. BearingWall Ratio 1 Hr Ratio Exposed to Fire on Exterior Face (See 9- R CABOT MANUFACTURING ULC-TypeKS/B Type X. Type Blueglass Exterior Sheathing perpendicular To studs.udsoljoirdnts crateyed on scads. Horizontal joints backed with nom2bydO wood a. Farting Channels - Farmed of No. 25 MSG galy steel. Spaced 26 in. OC perpendicular to sods. Channels e Item 6E) blocking. Attached to studs on exterior side of wall with fid cement Coated box nails spaced 6 in. OC at pnimner of secured ro Studs as described in Item 7DI% Encs of adjoining channels overlapped 6 in. and tied together CEUAINTEED GYPSUM INC - Type C, Type X, Type x-1, Easi-Lee Type %-2 panels and 12 in. CC along interior studs. with double strand of No. 18 AWG galvanized steel wire. Gypsum board attached to facing channels as Finish Rating - 23 Min or 25 Min (See Item 2C) desOibed in Item 2. This design was evaluated using a load design method other than the Limit 9 9 g GEO0.G FICGYPSOMLLC-T Veneer Plaster Bare -Type Water Rated -passe Sheathing T e-%5afit- YP X YP K YM X 9 YP SA. Mineral and fiber Boanb•-As an ahemate ro Item 5 - Min 12 in. thick 4 ft wide Sheathing, installed 9. L. Mewl Framing Members• -Used to attach faring channels (Item 7Da) to scads. Clips spaced 48 in. OC, States Design (e. Working Stress Design For g ger g g de Type Sound Deadening Gypsum Board. Type X vedially to studs. Verticalfundscemeredan studs. mod g. backed wghnom 2rced log with No. 8x2-1/2 in coarse drywall screw Mrough the amen hole. Furring Manwls are and secured Coto jurisdictions employing the Design Canada, a galfigD Attached[os[uds on exterior side of wall whh l-1/2 in long galvanized roofing nails spaced 6in.00 a[perimetx of side ith1-12in. 6i.00 atprimet clips. fnctionfitted intodips. hall beStates aide B,IVsuch B load restriction factor shall be used - See Guide BXUV or BXUV7 panels and l2 in.DOalong interior Mads. As an optionaweather resistive barmr may be applied over the Mirnral MGUML AMERICA -Type Sonus(lip PAKO BUILDING PRODUCTS L L C. DM MKO GYPSUM -Types PG -11, PGS-WRS. and Fiber Boards. a Indicates such products shall bear the UL or cLIL Certification Mark for THAI GYPSUM PRODUCTS KL -Type C or Type 6. Exterior Facings- Installed in accordance with the manufacturers installation insmnions. One of Me following jurisdictions employing the UL or ELL Certification (such as Canada), exterior facings is to be applied over the sheathing: 7E. Steel Framing Alembers•-(Optional, Notshown) - Resilient channels and Steel Framing Members as respectively. A. Vinyl siding - Molded Plastic - Contoured rigid viml siding having a Borne spread value of 20 or described below: less. a. R iliem Channel- Formed of No. 25 MSG gale steel, spaced 24 in O4 and perpendicular to studs. 2C. Gypsum Boaed•-(As an alternate to Item 2, Not Shown)- For Use with Item SA only -5/8 in. thick d ft wide See Molded Magic STAID category in the Building Materials Directory for names of manufacturers. Channels wandto studs as described in Item to Ends of adjoining changes overlapped 6 in. and secured in 5 6 gypsum panes applied horizontally and Marginal to studs and places; bearing plawith 1-1/4 in. long Type W coarse in. from the censer of the piece with two No, 815 x 1/2 in, Philips ModHied Truss screw spaced 2-12 ns thread gypsum panel steel screws spaced a max 8 in OC, with last Morns l inard 4 in. from edges of board. Finish B. Particle Board Siding - Hardboardexterer sidings including pattemed panel or lap siding, overlap. Gypsum board attached to resilient channels as described in Item 2. Rating is 25 min. CABOT MANUFAUURING ULC -SRT e Bluelass Exterior Sheathing / Type X Type 9 9 C. Wood Structural panel or Lisp Sidi -APA Rated Sidi Exterior, odd OSB or composite oriels P M n9• .Pyo P P b. Steel Fmmin Members• -Used to attach resilien[channeh Item 7Fa [o studs. Clips aced 48 in. OC 9 ( ) P P -- --,� cath venin faces and structural wood cure, per PS or ARA Standard PRP 100 including textured,rough and secured to studs WM No. 8x21/2in. coarse drywall screw through the comer hole. Resilien[Manrals GEORGM-PACIFIC GYPSUM L L C -Type X Veneer Plaster Base -Type X, Water Rated -Type X Sheathing Type-%, Soffit- Sawn medium density oveday, brushed, grooved and lap siding. are seared to clips with one No. 10 x 1121n pan head self -dulling screw. Type % D. Ce Mkieus Steel- Portland cement or synfieic stucco Systems with seMfuring metal lath or KEME BUILDING PRODUCTS CO INC -Type RCa Assurance Clip FIRE SIDE PABCO BUILDING PRODUCTS L L C. DM MBCO GYPSUM -Types PG -11, PGS-WRS adhesive base coat Thickness from 3/8 to 314 in, depending on system. 8. Non -Bearing Wall Partition Inter»Nim - (Optional) - Two nominal2 by 4 in. stud or nominal 2 by 6 in sad 2 1 4 } E Brick W:oaer-Any type on nom 4 in. wide brick veneer. When brick veneer is used, the rating a nailed together with two Sin. long 10d Calk spaced a max 16 in OC, vertically and fastened w one side of the applicable with exposure on ether face. Bneo veneer fastened with corrugated metal wall ties atladhm over minimum 2 by 4 in. stud with 3 in. long l Ori nails spaced a max 16 in. OC vertically. Intersection between partition 2D. Gypnum Board• - (As an ahemate to Item 2)- Not to be used with item 7.5/8 in. thick 4 fie wide, paper sheathing to wood studs with M nail per tie: ties spaced not more than each sixth course of brick and max wood studs to be Bush with the 2 by 4 in. studs The wall partition wood studs are to be framed by with a second surfaced, applied vertically only and fastened w the Mads and plates With 6d cJmentcoated nails 1-7/8 in. long, 32 in. OC horizontally. One in. air space provided between brick veneer and sheathing. by in. wood stud fastened with 3 in. long l W rails spaced a max 16 in OC. vertically. Maximum one non-bearing 5 6 0.0915 in, shank diam and 1/4 in. diam heads, 7 in. OC wall partRlon intersection pan goal ori Non-bearing wall partition stud depth shall be M a minimum equal to the W1TX1xAL GYPSUM CO -Type SBWB F. Extedw Insulation and Finish tem(EIFS) - Nom) in. Fwmed MmdR• insulation beano the UL 9 depth of Me bearing wall. Classification Marking, attached over sheathing and finished with coating system, or Portland cement or synthetic stui systems, in accordance with manufacturess'nstruct Ons. See Formad Plastic(BRYX and A Indicates such products shall bear the UL or eUL Certification Mark for 2E Gypsum Board• - (As an alternate to Items 2 through 2D) -Nominal 5/8 in. thick 4 ft wide panels, Secured as CCVW) categories for names of Classified companes jurisdictions employing the UL or eUL Certification (such as Canada), IL JI described -n Item 2. respectively. PAKO BUILDING PRODUCTS L L C. DM MKO GYPSUM -Type QuietRock ES. G. WIDE -Aluminum or Meet siding afte bed over sheathing to studs. FIRE SIDE test updated on 2019-11-26 H. nbenteroam Siding - Fiber cement exterior sidings including smooth and patterned panel or lap 2F. Gypwm Board• -US an alternate w Item 2)- Not to be used with item]. 5/8 in. thick, 4 ft. wide, Paper siding. 2 8 3 surfaced, applied vertically or horizy onta and fastened to the studs and plates with 1-1/4 in. long Type W Coarse thread gypsum panel steel screaa spaced a max B in OR, with last screw 1 in. from edge of board L Wall ant PaNtion Facings and AtteswdM•-Stone veneer is mortar bolded to a lath, scratch Coin CERTAINTEED GYPSUM INC -Type SilentF% and water resistant barrier applied to sheathing, installed in accordance With the manufacturers installation instructions, and meeting the requirements of local Code agencies. ELDORADO STONE OPEMTMNS L L C -Type Eldorado Stone 2G, Wall ant Partition Facings add AmMwd *-(As an alternate to Items 2 through 2F) -Nominal 5/8 in. thick, 4 ft wide panels, secured as described in Ibm 2. MKO BUILDING PRODUCTS L L C. DM MKO GYPSUM -Type Quietltock 527. J. Ce"ntitiws Badvg Unit -12 in. or 5/8 in., min. 32 in. wide -Applied vMicaly or horizontally with vertical joints centered over Mads. fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum 3/4 in., spaced a max of 8 in OC. Hontronhl joint need not be backed by framing. When Cementitiodu Backer Units are used, the rating is applicable with exposure on 1. Wood Studs -Nom 2 by 4 in. spaced 16 in. OC with two 2 by 4 in. top and one 2 by 4 in. botwm plates. Studs 2H. Gypsum Bl ant•- (As an alternate to Item 2)-5/8 in thick gypsum panels, with beveled, square, or tapered Pages, lied either o vertical) .a ones fastened with 1-1 6 Ion Type W coarse app y r y Gypsum p 9 / 9 YP either face. CemenWbus Backer Units for use as substrate for cartel finshes such as ceramic tile, slate, lateral) -braced b mod structural I Sheathin Item 5. When Mineral end "has Boards• tem SA are y y car pane g ( ) 0 ) thread gypsum panel stesel crep maximum 10 iu with the lae1 two Screws 4 and 1 in. from the edges screws spaced I M Mo 1 marble, natural stone, manufactured scone Min brick, or Portland cement orSynthetic sacro. owidered as bracing for too sods, the load Is resMtted to 76% of allowable axial load. Walls effectively fire ed i of the board. When used in witl<hs other than 48 in., gypsum panels are w be installed horbdntaly. o p NATIONAL GYPSUM CO -Type Permatase stopped at top and bottom of wall. CONTINENTAL BUILDING PRODUCTS OPEMTING CO, L L C -Type LGFCM (finish rating 21 min), Type LGFC7q Type LGFC-C/A, Type LGFC-W D, Type IGLIX 2. Gypsum Beak• -Any 5/8 in. thick UL Clas ifded Gypsum Board that is eligible for uta in Design Not, 6A. Building Units• -As an ahemate to Ex cur Facing Item 6 -Insulated steal panels, 12 through 42 in. wide. 11501, G512 or U305. Nom 5/8 in. Mick, 4 ft wide, applied vertically and wiled to studs and bearing plates 7 in. OC Anadhed over sheathing through retainer clips to studs or support steel with No. 14 hex head self -tapping screw with 6d cement -costed Fails,[ -]/8 in. long with 1/4 in. diam head. 21. Gypsum Board• -(As an alternate to Item 2)-5/Bin. thick gypsum pards, with be.eed, square, ortapered Ioated at eraddjoint in the concealed lip of the units and spied in accordance with The structural design When Item 7, 78, 7C, 7D or 7E Stec Framing MemboW, is used, gypsum panels attached to facing channels with 1 in. edges, applied ether tidally or vertically. Gypsum panes (ashore to framing with 1-1/4 g Type W Coarse requirements. KINGSPAN INSULATED PANELS INC -Types 200, 300400, 90Q or KS series, 2 through 6 in. long Typesbugle-head steel screws spaces tin in. OC. thread gypsum panel steel screws spacedamaxBin OC, with last screWtin.from edged board. When used in still and. Thickness; CWP-V,H,2firough3in. normal thickness or Designed 2000 or Desgrmall 400o,2and 3in. rwmina When Item 7A Stand Framing Members•, is used, two layers of gypsum Panels attached to being channels Base layer widths of other than 48 in., gypsum boards are to be installed horizontally. thickness, attached to Turning channels with l in. long Type 5 bugle head Steel screws spaced 12 in. OC. Face layer attached to AMERICAN GYPSUM CO -Types Ati (finish rating 25 min.), M -Glass (finish rating 25 min.), AG -C (finish rating 25 burring channels with l-5/bin. long Type S bugle -head Steel screws spaced 12 in. OC. All joints in face layers staggered min.), LightRoc(finish rating 25 min.) 7. State Forming Mariners• -(Optional, Not Shown)- Furring Channels and Steel Framing Members as with joinn in base layers. described below: a. Furring Channels - Formed of No. 25 MSG galy steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, AMERICAN GYPSUM CO Niro Classification)- CKNX.R14196 MTWNAL GYPSUM CO -Type FSK Type FSK -G, Type FSW, Type FSW-3, Type FSW-5. Type FSW-G, Type FSK -C, Type spaced 24 in. OC perpendicular to Mass. Channels secured to studs as deacdbed in Item b. Ends of adjoining FSW-C, Type FSMR-C Type Fri Type FSL channels are overlapped 6 in. and tied together with double strand of No. 18 SWIG galy steel who clear each BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO (View Classification)-CKN%.819374 end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. ant secured together win two seh-tapping 0.6 framing sprees, min. 7/16 in. long at the midpoint of the ovMap, with one screw CABOT MANUFACTURING ULC (View Classification) - CKNXR253I0 2J. Gypsum Board• -(As an ahmlate to Item 2) - 5/8 in. Mick gypsum panes, with be wed, square, or tapered on each flange of the channel. Gypsum board attached TO bukng channels as described in Item 2. edges, applied either or Vertically. Gypsum panes (inbred framing with Type W coarse thread steel mews spaced a max a in. OC with the last screw 1 in. from edge of book. When used in widths other special a ax Ridge When used in b. Steel Framing M<mbers•-Used to attach ardng channels Obm 7A) to studs. Clips spaced 48 in.OC., CERTAINTEED GYPSUM INC (view Classification)-CKNXU660 than 48 in., gypsum boards ah to be installed horizontally. and secured to studs with No.8 x 2-1/2 in. coarse drywall screw through the comer grommet Furring CEUAINTEED GYPSUM INC - Type C, Type X or Type X- 1(finish rating 26 min),Easi-Lite Type %(finish rating 24 min), channels are friction fitted into clips. MIC -1 clip for use with 2-9/16 in. wide furring Channels. RSIC-1(2.75) CGC INC Niew Classification) - CKNXR19751 San -Lite Type X-2 Type EGRG or Glassing or Glari Sheathing (finish rating 23 min) clip for use with 2-23/32 in. wide furring channels. PAC INTERMTIOML L L C -Types RMC- 1, RUC.1 (2.75). CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C (View Classification)-CKNXR184B2 3. Joints and Fastener "Bads -(Not Shown)- Gypsum board joints covered with tape and joint compound. Fastener heads covered with joint compound. 7A. Steel Framing Wq rV - (Optional, Not Shown)- Furring Channels and Steel Framing Members as GEORGIA -PACIFIC GYPSUM L L C (View Classification) - CKNXR2]1] described below: a. Furring Channels - Formed of No. 25 MSG galy steel, spaced 24 in. OC perpendialarto studs. Channels LOADMASTER SYSTEMS INC (View Classification)-CKNXR1IBM secured to studs as described in Item b. Ends of adjoining channel are overlapped 6 in. and tied together whh double strand of No. 18 SWG galy steel wire near each and of overlap. Two layers of gypsum book attached to furring channels as described in Item 2. O �� 111 ■ KEPHART community • planning aarchiledhare 25M WALNUT STREET DENVER, co oRAlao Bums .....,Jwmnmm U) FEMM Z W "' 5 B�5 LL0 J 00 .JO z W cD LLJ �Q// LL i- Qa. W Q= LUQ n LTJ �+ , C0 Q ) OOW =U _ W l Q / SOF C040 U N 037 4 �SFD ARC 03.25.2021 No. MeL�TSUBM�k 11 mg DJV Pmgd Designer Maass DMB Date 08.28.2020 Job Number 218094 Down By RB JT CT d By DMB Tore FIRE RATED ASSEMBLIES Sheet NuPEer AOSI O I HR UNIT SEPARATION, I HR BEARING WALL ,1 -HR OCCUPANCY SEPARATION I IBC TABLE 111.11113-1.1 -CONCRETE MASONRY UNITS WALL WI -1 WI -12 WI-16-HRFIREBARRIER WALLS AND INTERIOR PARTITIONS, WOOD FRAMEC GA FILE NO. WP 3370 GENERIC 1 HOUR 45 to 49 STC GYPSUM MLLe ARD, WOOD STUDS I rine I SOUND One layer s/e type X gypsum assumed or g m veneer base applied parallel or at right areas to each elde of double new of 2 x 4 wood Nude 16" o.c. on mad rate planes t• span wit 66 mated nails, Ran long, 0.0915' Mark. Vf Mads, ]" o.c. JoinbsWggeretllWmopposMvdes.IW nWlbrac gmwimdatmid-height (LOA0. BEARING) Thic"M. SW Approx. Weight 8 par Fire Teel: See WP 3605 (UL R13104, 6 61752', UL R2717 39 1-20.66- UL R3501-52, 3-15LE6, UL Design U365: ULC Design W3o1); UL 114024,10 -31 -fie Sound Test NRCC M-93-261, IRGIR-261, 198 "R INTERIOR CORRIDOR GYPSUM WALLBOARD, RESILIENT OHMNEU, I 11 MINERAL OR GLASS FIBER INSULATION WOOD STUDS adding of a layer of foam plastic insulation THICKNESS FACE -TO M WMALNXNXEX RwiliaM channeir 24c o.c. alaNved a1 right angles m ONE SIDE of 2 x 4 warl studs N' COX$IXUCr10X FACFRncM1w) 2 �3 4. Foam plastic insulation with a tocol thickness of less than I inch (25 mm) shall be disregarded. The 4 3 : 1 foam insulation c with l+/i Type 6 tlrywall screws. One layers/s" type X gypsum wallboard or gypwm hours Mesa Mus Mur D ia € inch 25 mm or afar, for use in the calculation is ( a 2 S minutes: thereftireR"'"=2.5. slaws6"o.In is wine I'll areastotlarr eve local Silim sage meonc . 7.0 16.2 15.0 13.5 4. Said con, Joint between precast concrele wall panels which Mo. obslapplietlatdent Al r glassdrivai stud vertical pin6 bcaatl midway Mlwaen sWtls. 3'mine2l or ease fibs inaualion In u -sl considered as openings in walls. Unmsutted joins 1 € Watlesus - awe apace. operdngs Pe Y a in85 rmftdr Table Where o n __ OnnGM1WFGXir o crxrcRETE OPPOSITE SIDE: One layer X um wallboard or eer bases applied ys ryse gylce gypsum len PP Thickness. 5Lk' oral rigNanglesm Muds with 6tl cement cooled nails, lr/e"long, 0.6915'sM1ank, FAemx LyeigM1L lust loci' /u'heass,]'o.m Fire TeN: Bused on R141 96, VeNral joints sla99eretl 26' on opposite soles. (LOA0.BEARING) able percentage of oprnings in Table 705.8. egocomplianceibl 2-15A5, 7223.111 Cemm a fiber joint protection. Figure LLI UL Design U UL Design W09 polation. Other ksted and labeled materials are Bound Test 10 NRCCTL $ concrete wall panels for various Panel thicknesses Q 3 IRGR-T6t, 198 /EXIT ENCLOSURE GA FILE NO. ASW 1000 I I PROPRIETARY' GYPSUM WALLBOARD, STEEL H STUDS Two Prem r x 24• propiaarytype X gypsum panels insured ttwean 2' Nor and Failure A elfrs all 2- steel H "a between adjacent pal of gypsum panels. (MM) minimum air some must be mainainab between steel component and adjacent framing las indicated by dashed lines in sketch). As an aftemate a an air space. Was steel canponenb are covered with 6" was batons of is gypsum beard v t' mineral four mulabon. As an alternateto banens ane or Will fares of the slowdown well are covered watt Ira - ulMelab ledto the gypsum arab or regular p 9Yp P 9 gypsum Isola nach a to ma atwl components. Sum t s d wine z x 4 stud wall faxed with +r regular Shown wallboard and sae a assemMy am 3 I filever in stud seem on Mm sNm. PROPRIETARY GYPSUM BOARD United Steles Gypsum Company - 1' SHEETROCKe Brand Gypsum Liner Panes WI -3 WI -0 WI -9 2 HOUR 60 SO W STC FIRE SOUND Thickces: 3W (Fire) ttW (Scum) Fire Te Weight.pl 9 Fire Test: SERB UL Design U3, 514-96, UL Design 0336: UL 71319, &NIUn V41 WHI 49 UL Cesgn 428, WHI 495PSV 9-12aze-83 Sound Tesf. RAL TLB&350,9-12-BB 2 -HR SHAFT ENCLOSURE'Y 2 -HR FIRE WALLW'01 W02 WI% Wpb TABLE 721.1(2) RATED FIRE -RESISTANCE PERIODS FOR VARIOUS WALLS AND PAR=ONS ^^s 722.2.1.2.2 Foam plasfe insulation. Thefire-ri 4 11 wwuuM uoawaen MINIMUM RN$MED p V IND MMS h';. adding of a layer of foam plastic insulation THICKNESS FACE -TO M WMALNXNXEX y ceTc rIMR COX$IXUCr10X FACFRncM1w) 2 �3 4. Foam plastic insulation with a tocol thickness of less than I inch (25 mm) shall be disregarded. The 4 3 : 1 foam insulation Y hours Mesa Mus Mur D ia € inch 25 mm or afar, for use in the calculation is ( a 2 S minutes: thereftireR"'"=2.5. Tx'cgMu'xaies w �� Silim sage meonc . 7.0 16.2 15.0 13.5 4. Said con, Joint between precast concrele wall panels which Mo. am not insulated as required by this section shall be 722.2.1.2.2 Foam plasfe insulation. Thefire-ri 4 11 wwuuM uoawaen taxe ratings of precast concrete wall panels con- p V IND MMS h';. adding of a layer of foam plastic insulation 3 q sandwiched between Two wythe of concrete shall y ceTc rIMR be permitted to be determined by use of Equation 7- 2 �3 4. Foam plastic insulation with a tocol thickness of less than I inch (25 mm) shall be disregarded. The -2 TtlR E1 I foam insulation Y R value For thickness of plastic of 1 p D ia € inch 25 mm or afar, for use in the calculation is ( a 2 S minutes: thereftireR"'"=2.5. Tx'cgMu'xaies w �� 7223.13 Joints between precast wall panels. _ s vaNlxcn $ WIDTH Joint between precast concrele wall panels which z 4W am not insulated as required by this section shall be u -sl considered as openings in walls. Unmsutted joins 1 € Watlesus shell be included in determiningthe atter a of P `Sit Sra Y operdngs Pe Y a in85 rmftdr Table Where o n __ OnnGM1WFGXir o crxrcRETE are not iced b are required by this code m the a � a wrist Tec°czxr . rxwm pro is projected, the previsions of this section shall iq used ed 6.2 toMothe amounl reggs ed.for toulated Farsl:lb,cn=2snmm. Ide consinsulation jointsne Insulated joints shall ria co e openings for w purposes of determining with the allow- FIGURE M-2.1 SUI able percentage of oprnings in Table 705.8. egocomplianceibl CERAMIC FRIER JOINT PROTECTION 7223.111 Cemm a fiber joint protection. Figure LLI 722.2.1.3.1 shows Thicknesses; ofceramieffber blain polation. Other ksted and labeled materials are kers to be used to insulate joints between precast acceptable in place of ceramic fiber blankal concrete wall panels for various Panel thicknesses Q and for joint widths of 11, inch (9.5 mm) and l inch 722.2.1.4 Walls with gypsum wallboard or plaster (25 mm) forfire-resistance rearm fs of I hour to 4 finishes. The jure -resistance rating of cast -in-place or hours. For joint widths b Wem /s inch (9.5 mm) precast concrete walls with finishes of gypsum wall - and 1 inch (25 mm), the thickness of ceramic fiber board or plaster applied to one or both sides shall be blanket is allowed to be determined by direct inter- permitted to be calculated in accordance with the provi- ssmu of this section. TABLE 721.1(2) MIRED FIRE -RESISTANCE PERIODS FDR VARIOUS WALLS AND PARTmONS ^° ° GA FILE NO. WP 4136 2 F SHAFT ENCLOSURE, 11I2AR FIRE BARRIER GYPSUM WALLBOARD. WOOD STUDS Bard layer We thud r X gypsum wallboard or same rasa applied parallel W at right argla W such side of 2 x4 wood studs 16" o.c, wine V/i Typa W tlrywall screws tT o.0 Face layer s// type x gyasum walltoam or veneer base appletl parallel or al rgM1t angMs la each side witlr loc Type W drywall screws 12' a . and OR [ 6"!mm screws In buses layer. Joins s gored Is- each layer and aide. (LOAD-BEARING) GA FILE NO. WP 3605 1 -HR INTERIOR BEARING WALL, 1 -HR INTERIOR FINE BARRIER GYPSUM WALLBOARD, WOOD STUDS gyp sedi nt, One rarer 5W type X plain with h AM mat da uds, 17 long. 09 SE shank, Ife gypsum bwk'ng MeN, or gypsum venec base applied pal mal right anglesM each ads of be M world skids HE o.de. Wi i mage tl Muds, G6915• shank, Yi Mads, T o.c. Jdnn J waere etlge, bevel neige or pretlemretetl wellMem maybe left exposed. Jens staggered WE an oppmite sides. (LOMZB RING) Thickness: all Appox. Weight. MINMUM MIMED Fire not SMI 01-69204514.12d94 Sound Test THICKNESSFACE.TO- YAIEMK NUMBER est CON6TNUCTION FME•(Inc wl a 3 2 1 Z W noun Mum hours Icor 5C� d 3. m masonry Sit n u units 00 3-IAr'• lcmc us car silimous Bevel. 6.2 5.3 4.2 28 GA FILE NO. WP 4136 2 F SHAFT ENCLOSURE, 11I2AR FIRE BARRIER GYPSUM WALLBOARD. WOOD STUDS Bard layer We thud r X gypsum wallboard or same rasa applied parallel W at right argla W such side of 2 x4 wood studs 16" o.c, wine V/i Typa W tlrywall screws tT o.0 Face layer s// type x gyasum walltoam or veneer base appletl parallel or al rgM1t angMs la each side witlr loc Type W drywall screws 12' a . and OR [ 6"!mm screws In buses layer. Joins s gored Is- each layer and aide. (LOAD-BEARING) GA FILE NO. WP 3605 1 -HR INTERIOR BEARING WALL, 1 -HR INTERIOR FINE BARRIER GYPSUM WALLBOARD, WOOD STUDS gyp sedi nt, One rarer 5W type X plain with h AM mat da uds, 17 long. 09 SE shank, Ife gypsum bwk'ng MeN, or gypsum venec base applied pal mal right anglesM each ads of be M world skids HE o.de. Wi i mage tl Muds, G6915• shank, Yi Mads, T o.c. Jdnn J waere etlge, bevel neige or pretlemretetl wellMem maybe left exposed. Jens staggered WE an oppmite sides. (LOMZB RING) Thickness: all Appox. Weight. 12 pill Fire not SMI 01-69204514.12d94 Sound Test See WE 4135 (NGC 2383.4-1-00) WE -5 WI -11 WI -13 WI -P Thidmws: 47: AgWx_Wal l: ]Wer Fire Two, UL R1319-0, E, 617-52; UL R2i 1-2056 UL RJWl a2.3-1Sfi6. UL Design UWL ULC owagn W301 Sound Teel: OR 50.6 2h64 GA FILE NO. WP 3605 O O O O INR EXTERIOR. I HR INTERIOR BEARING WALL. 14111 INTERIORFFRE O BARRIER WE -2 WE -5 WI11 WI13 WI -17 BXUVU366 Design/SystenyConstrucfen/Assembly Usage Disclaimer e Authorities HavingJurisdiction should be consulted in all cases as W the articular uimmenh covering the , aq 9 installation and use of UL Certdied produn, equipment, system, devices, and materials. F Authorities Having Jurisdiction should be consulted before constmdkin. a Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. a When field issues arise it is recommwded the first contact for assistance be the technical service staff providetl by the product manufacturer noted forthe deign. Leers of fire resistance assemblies are advised to consult the general Guide Information for Such product category and each group of assemblies. The Guide Information includes specifca concerning akemate matenals and akemate methods of construction. • Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Sale General IntemmtJon for Fire -resistance Ratings - ANSI/UL 263 Certi ed for United States Design Criteria and Allowable Variances see General Information far Fire Resistance Ratings - CAN/ULC-SIDi Certified br Canada Design Criteria and Allowable Variances Design No. U366 July 30, 2019 Nonbearing Wall Rating - 2 Hr (Separation Wall, See Items 1, 2 and 3) Bearing Wall Rating - 2 Hr (Protected Wall, See Items 4 and 4A) Nonbearing Wall Rating - 2 Hr (Protected Wall, See Item 4B) Finish Rating - 120 Min STC Rating - 61 (see Item 9) * Indicates such products shall bear the UL or cLIL Certification Mark for jurisdictions employing the UL or cLIL Certification (such as Canada), respectively. 314 ( se aRrl CONFIGURATION A ENEPOSED TO FIXE FROM AREA SEPARATION WALL SIDE ONLY AW CONFIGURATION B r4• 4A, Steel Sprits- (As an altarete to Item 4, Not Shown)- For Bearing Wall - Corrosion protected steel studs, min No. 20 MSG (0.0329 in, min bare metal thickness) steel or min 3-1/2 in. wide, min No. 20 GSG (0.036 in. thick) gaH steel or No. 20 MSG 00.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specffication for the Design of Cold -Formed Steel Structural Members by the Amencan Iron and Steel Insticme. All design details enhancing the structural integrity of flue wall assembly, including the wall design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requiremems of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling hacks with 1/2 in. long Type S-12 steel wens on both sides of studs or by welded or booed condectiom designed in amordance with the AISI specifications. by add bottom traps shall consist of steel members, min No. 20 MSG (0.0329 in, min bare metal thickness) steel or min W. 20 GSG (0.036 in truck) gall steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with stet fasteners spaced not greater than 24 in. O.C. Studs cress -braced wall stud framing a[ maheight where necessary for clip attachment. Min 3/4 in. separation be steel framing and ams separation wall. Finish rating has not been evaluated for Steel Sends. 4B. Rea Studs - (As an aoemate To Items 4ant 4A)- For Nonbwmg Wall- Channel shaped, fabdot from min 25 MSG canosion-prMected steel min 3-1/2 in. wide, min 1-1/4 in Ranges ant 1/4 in. return, spaced a max of 24 in. OC Studs to be M 3/8 to 3/4 in. less than assembly height Top and bottom tracks shall be channel shaped fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud sire, with min 1 in. ball legs, attached to floor and ceiling with fasteners 24 in. OC max Studs cross-breced with stud framing at mic height where necessary for clip attachment Min 3/4 in. separation between steel framing and area separation wait Finish rating has not been evaluated for Reel Studs. 5. Gypsum BwM- Classified or Unclassified - Min 1/2 in thkk, 4 k wide, applied either horizontal aiE0�11y Wallboard attached to studs with 1-1/4 in. long steel drywall nails or screws space 8 in. X. Vertical jointsoverstuds. (Optiorappoints covered with paper tape and joint compound. Nail heads covered wahjointWallboard attached to steel stutls (items 4A or 4B) with 1 in. long Type S steel screwes spared 12 in. OC. Vlocated over studs. Honmmadjoints shall be butted tight to form a closed join. As an option pints cove paper tape ant joint compound. As an option, screw heads covered with joint compound. SA. Pl)weed Sheathing or OSB -(Not Shown) -As an alternate to Items 5, SB, and SC. Nominal 1/2 in. thick or greater plywood or OSB applied hodmnt IN orverticaly to wood or stwl Muds. Vertical join" located over studs. Honzontal joints shall be butted fight to form a closed joint Fastened to studs with reals or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum clips shall be spaced as SN m _ __ __ described Item 6. Configuration C AREA SEPARATION WALL -(Max Height -70 W 1. floor Intermediate or Tp Wall- 2 in. wide channel she with 1 in. Ion s formed from No. 25 MSG alv P Ped 9 ell 9 steret secured with suitable fasteners sv wad 24 in. OC. 2. Steel studs- Steel members formed from No. 25 MSG gale steel having •H• - shaped flanged spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in 3. Gypsum Board• -Two layers of 1 in, thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fined into 'H' - shaped studs. CERTAINTEED GYPSUM INC - Type Shaftliner, EGRG Shaftliner, Glai Shaftliner TMI GYPSUM PRODUCTS IKL-Type ShaNliner PROTECTED WALL: (Bearing or Nonbearing Wall. When Bearing, Load Restricted for Canadian Applications- See Guide BXUV7) 4. Wood SWds- Nom 2 by 4 in. max spacing 24 in. OC. Studs cross -braced at midheight where necnsary for clip attachment. Min 3/4 in. seperation between wood framing and area separation wall. 5B. Bata and Blankets•- (Not Shown) -As an akemate to Items 5, 5A and 5B. Glass fiber or mineral wool insulation, min. 3-1/2 in. thick placed W complenely fill the wood or steel stud cavities. See Bath and Blankets (BKNV) category in the Building Materials Directory and Batts ant Blankets (Bil category in the Fire Resistance Directory for reme of Classified Companies. Min 3/4 in. separation between insulation and area separation walk SC Wall and Partition Facings and Accaswdes•-(Not Shown) -As an aRemate to Items 5, 5A, 5B and 5C.4 h wide panels, applied verticaly. Panels attached to wood studs (Item 4) with 1-5/8 in. long steel drywall screws spaced 16 in. OC vertical joints located over studs. Join coverts with paper tape and joint compound. As an option, screw heads covered with joint compound. CERTAINTEED GYPSUM INC - Type SilentirX 5D. Wall and Partition Facings and AcceMeries•- (NM Shown) -Adhed stone veneer is mortar bonded to a lath and scratch coat applied to sheathing (Items 5, 5A, or 5q, installed in accordance with the manufacturers installation instructions, and meeting the requirements of local code agencies. ELDORADO STONE OPEMTIONS L L C -Tyne Eldorado Stone SE. Bane and Blankeb•- of Shown O tions Used in addition to Items 5 5 or SC. Placed in stud caveiw any M P 0 0. glass fiber or mineral wool insulation, max 30 pd density, bearing the UL Classifca[bn Marking as m Surface BurningCharacteristics and/or Fire Resistance. Sale Batts and Blankets BKNV or BL Quotation for names of BI ell Classified companies. Mi314 in. separator between insulation and ares separatwn wall. fi AMchmem Clips Aluminum angle, 0.063 in thick min 2'n wide w th min 2 in and 2-1/4 inlegs. Clips secured with Type S straws 3/8 in. long to "H- studs and with Type W screws 1-1/4 in. long to mod framing through holes provided in clip. Clips spaced a max of 10 h OC vertically between woad framing am'H'studs for separation walls up to 23 ft high. For separation walls up to 70 N high, clips spaced as described above for the upper 24 ft. and the remaining wall ares below requires clips spaced a max 5 ft OC vertically between wood framing and 1H1 studs. 7. Non-Bwring Wall Partaton Intersection - (Optional) - Two nominal by 4 in. stud or nomirel2 by 6 in. stud nailed Together with two Sin. long 1 E nails spaced a max 16 in. OC. vertically and fastened to one safe of the minimum 2 by 4 in. stud with 3 in. lung had nails spaced a max 16 in. OC. vertically. Intersection between partition wood shirts to be Rush with the 2 by 4 in. studs. The wall partition wood studs are M be framed with a second 2 by 4 in. wood stud fasterd with 3 in. long 1Ud nails spared a mac 16 in. OC. vertically. Maximum one non-bwdng wall partition imeme n per stud cavity. Nan-bwmg wall pennon stud depth shall be at a minimum equal to the depth of the wall. 7A. Non -Bearing Wall Partition Inters Wn-(Optiorel,Not Shown) - Nominal 2 by 4 in. or 2 by 6 in. wood studs intersecting protected wall navvy, on each side of full width 24 in. candy. ProNcted wall gypsum board min 1/2 in. thick 4 h wide applied horbontally or vertically and pePendkular to Area Separation Wall. Wallboard attadd to wood studs Otem 4) with 1-1/4 in, long stwl drywall screws spaced 8 in OC. Wood studs wit gypsum board fortes box coming out from Area Separation Wall. Max of one box constructed in alternating cavities. S. Caulk/Seralant- (Optional, Not Shown) -ASTM Cal Type OP, Grade 0° C or -10° C Latw Swlant at the Shaftliner and C -Track (Dem 1) and H -Stud (Item 2) framing locations. 9. STC ftbn-The STC Rating of She wall assembly is 61 when it is constructed w described by Items 1 through 8, excluding items 7 and 7A except: A. Item 4, above - Wood Studs - Protected wall studs shall be spaced 24 in. OC. B. Item 5, above - Gypsum Board - Min. weight 1.6 psf. Shall be applied vertically and attached to studs with 1-1/4 in. long stet drywall screws spaced 8 in. OC Joints and scremeads shall be covered with paper tape and joint compound. C. Item 6, above -Aluminum Clips aced a max of lO ft OC vertical p v N. D. Bath and Blanket* -The cavities formed by the wood studs shall be fdetion fit with 3-1/2 in. thick fiberglass insulation bath, min. 0.60 pd. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets El category in the Fire Resistance Directory for name of Classified Compania. E. Max Height of Separation Wall is 23 R F. The STC rating applies to Configuration B only. G. Steel Studs (Items 4A ant 4B) and Plywood ShwthiN or OSB (Items SA and 10), Batts and Blankets (Item 5B), and Wall and Partition Facings and Accessories (Item 5O not evaluated as alterratives for obtaining STC rating. 10. Mywood SMa l" or OSB -(Optional, Not shown) - Min 1/2 in. thick pywold or OSB applied hon Mally or vertically to'H"studs on area separation wall side Otem 3)of Configuration A or Configuration D. VWljoin located over studs. Fastened to -H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. * Indicates such products shall bear the UL or cLIL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last updated on 2019-07-30 0 N OO x ill Er Ell. 0 U 111 �11111111 ■ KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, Co okkl mem xww.iwomm m Co Z W 5C� d O 00 �O QZ Ld V LLI O LL Q W/A� UJ0.Q /UU)J V ! D V) OO =U UJ _ W Z 0 > W AM M l'/ Bawer SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Me lune 10,19.19 100%00 M28.20 P I UBMRTK t sP fiy In0 MR DJV Propel Designer DMB Dan Mail 08.28.2020 Job Number mi 218094 Driman By mi RB JT CT ChvMJ By mi DMB Tile FIRE RATED ASSEMBLIES Sheet Number AO -6X6 0 N OO x ill Er Ell. 0 U UL DESIGN No. L550 I� Vapor UrrM-0 (Optional) Nom 0.010 in. thick commerciala halt Saturated kit p (v ) w 111 Subflmd -Min 2332 in. Mick l od with T&Gee es along the 8 k Sides and exterior glue or cochairmen APA m / 9 9 9 ■ sta erred. Plywood arels secured to trusses with construction adhesive and No. 6d ringed shank nailzs aced 9g p g p FC -1 FC -5 FC -9 I HR UNITFLOOWCEILING ng•-FloorMpii. MixluraanMina/4i^.thiructiockness s topping mixture M1awngammimum 25M WALNUT STREET DENVER, cotoR eoms wwwAwtonmm APA spm coisofction toe lod or lnocured druor ses 12 in. OCalongeeCEdtruss.nails. having Lglla Orgrea[e�witMRwal and Lateral resistance stRnglM1 may b¢ ng e FEMMZ accompanying compressive rtrength of 1800 psi. Refer to manufa<turehinrtrvctians accompanying the material for specific mix design. compressive It PlyRIP PerpenSturd-l-FbaaT&Goan Atlils panece with Staggered totrusses withconstructionindadhesive equal teral ¢and Na.edring flank nailszpaced l2 in. OC along eacM1 truss Staples Having equal orgreater withdrawal and lateral No.Mriing shank nails spice] 12 in. Callon 4R.htrusstlta les having SubSlRuted fofth¢6d nails. BXU V. L 5 50 UNITED STATES GYPSUM CO- Types LRK HSLRK, CSD resistance rtrength may be subrttuled for the Bid nails r�L LL Vapor Barrer- (Optional)- Nom 0.030 in. thick commercial asphalt saturated feh J 00 Hnlsh Fk tr• - Mineral and Fiber Board - Min 1/2 in. thick supplied in sizes ranging from 3 k by 4 It to 8 it by 12 k. �y Design/System/Construction/Assembly Usage Disclaimer LL USG MEXICO S A DE C V- Types LRK HSLRK, CSD All joints to be rtaggeretl a min of 12 in, with adjacent su isloorjoims. Finish Flooring• - Floor Topping Mixture - Min 3/4 in. thickness of floor topping mixture having a min u1 WW G C) HOIMSOTE CO- Type 440-32 Mineral and Fiber Board (]� compressive strength of 1000 psi. Refer to manufadurers instructions accompanying the material for specific mix s • Authorities Having jurisdiction shouts be consulted in all cases as [o the particular requirements covering the < Q WA a Q= W design, ' installation and use of UL Certrfi Equipment and materials. Flor Met Materials• - (Optional) Floor mat material loose laid over the Supports. Refer to manufacturers P CF- FORMULATED MATEMALS LIL -Types FR -25, FR -30, and SheMiz cons, uctionS, h uld be o; • Authomies Having jurisdiction shouts be consulted before construction. OOW instructions regarding the minimum thickness of floor tapping over each floor mat material. •Fire resistance assemblies and products are developed by the design Submit tta and have been Investigated! by UL /Wr�L V UNDED STATES GYPSUM Cl) -Types SAM, LEVELROCKO Brand Sound Reduction Board, LEVELROCKO Brand Floor System No.8 > for compliance with applicable requirements. The published information cannot always address every, construction Si Undedayment SRM -25 Subflaodng - Min B/32 in. thick T& G wood Structural Panels installed perpendicular to trusses with joinU staggered nuance encountered in the field. 4k. Plywood or canvasser APA rated panels secured to trusses with construction adhesive and No. fid ring shank nails Floor Mat MMeHal--(Optional)- Floor mat matenal nominal 2- 9.5 mm thick base mid over the subfloor. • When field issues ansa it is recammendd the first contact for assistance be the technical service staff provided by U spaced 12 in. OC along each truss Staples having equal or greater withdrawal and lateral resistance Strength may be Floor topping shall be a con of 3/4 in. the product manufacturer noted for the design. Went of fire resistance assemblies are advised to consult the general 03.25.2021 Alternate Floor Mae Ma dah•-(Optional)-Nom 3/Bin. thick floor mat material loose laid aver the subfloor. No. Me subsihuted for the fie nails. 10,1e.19 tooSl FORMULATED MATEMALS LLC- Types Ml, M2, Al Elite, Duo, RI, and R2 Guide Information for each product category and each group of assemblies. The Guide Information induces l UBMnT GMSSWDM LL C -Type 5050 mm r spedfics concerning aitemate materials and alternate methods of construction. Vapor Barrier - (Optional) - Nom 0.030 in. thick commercial asphalt Saturated kit. • Only products which bear UL's Mark are considered Certified. Finish Flooring• -Floor Topping Mixture - Min 1-1/tin. thickness of flow topping mixture having a min System No. 3 compressive Strength of 1000 psi and a cast density of 100 plus or minus 5 pd. Foam concentrate mixed 40:1 by volume Pmgd Raigner 2Tmzus-parallel chord trusses, zpacetlamixaf Uin.00, fabricated from nam2bydlumber, with lumber DMB Dan %r 08.28.2020 with water and expanded at 100 psi through nozzle. Mixture Shall consist of 1.4 cu fee of preformed loam concentrate onented vertically or horizontaly. Min truss depth is 12 in. Truss members secured together with min 0.0356 in. thick Dregin By Structural Cement -Fiber UMts•-Nom 3/4in. thick with long edges tongue and grooved Long dimension of Panels ChxMd By to as III Type l Portia no cement, 300165 of Sand with 5-1/2 gal of water. DMB galvanized steel plee.Plates have 5/16 in long teeth projecting perpendicular to the plane of the plate. The teeth BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for Mani to be perpendicular to woad busses with end Ports Staggered a min of 2 R and<mbered over the trusses. Panel: Sheet Nun6Br are in pairs facing each other (made by the same punch), fomring a split tooth type plate. Each tool has a chisel United States secured wood across with in.long,No. & sou- <8 ntersion th wood screw spaced a max m 12 in. OC in the field ELAST2FLL CORP OF AMFRIG-Type FF p opo p r p point on its outside edge. These aims are diagonallyosite each other for ¢eels pair. The hag of each tooth re 2 in. with a screw located I in. and 2 in. from each edge, and 8 in. OC on the perimeter with a screw orated 2 in. from each Each i has a twist for stiffness. The pairs are repeated on apProx 7/0 in. centers; with four rows of teeth per inch of plate BXUV7 - Fire Resistance CAN - Ratings ULC -5101 Certified for g /UNIT edge, located 1/2 in. from the end edges of the panel. width. System No.9 Canada ED STATES GYPSUM COType STRUCTO-CRETE or USGSP flexible in Subflandng - Min 23/32 in. Mick T& G wood structural panels installed perpendicular to trusses with joints staggered 3. Air Duct'- Any UL Class O or Class l air dud installed accordance with the instructions provided by See General lnformmon for Fire -resistance Ratings - ANSI/UL 263 Certified for United States 4f1. Plywood or nonveneer APA rated panels secured to trusses with construction adhesive and No. W ring shank nails the damper manufacturer. Desi Criteria and Allowable Variances gn Finish Flaming•- Floor Topping Mixture -Min 3/4 in. thickness of floor topping mixture having a minimum spaced l2 in. OC along hRus. Staples having for ter withdrawal and larval resistance Strength may be 9 aac 0 9 ¢qua greater 9 Y compressive Strength of 1800 psi. Peer to manutacturerz Instructions accompanyingthe material for cific mix design. ompress 9 P pa 9 . substituted for the fie nails. 4. DempeP-For use wltM1 min 18 in. deep tmsses. Max nom 20 in long by 18 in. wide by 2-1/8 in. high, fabricated See General Information Allo for Fire Resistance ce Ratings -CAN/ULC-5101 Certifies for Canada Design Criteria and Allowable Variances UNITED STATES GYPSUM CO- Types IRK HSLRK CSo Vapor Yrrkr - (Optional) -Nom 0.030 in. thick commercial asphalt Saturated kit from galvanized steel. Plenum box max size nom 21 in. bng by 18 in. vide by 16 in. high fabricated from either galvanized steel or Classified Air Duct Marshals bearing the UL Class'rfication Marking for Class 0 or Class 1 rigid air Design No. L550 Finish Fkarb •-Floor Topping Mixture -Min 1-12 in. thickness Of floor t0 i^ mixture having am m tr Ppm / PP9 will the instructions provided by the manufaduren. Max damper openings not tludmsec!1S. USG MEXICOSADEC V- Types LRK HSLRK CSO compressive rtrength of 1000 psi and a cast density of 100 plus or minus 5 pd. foam concentrate mixed 40:1 by volume x in.edbaccsmame to exceed 180 sq in. per 100 zq k of ceiling area. November 15, 2019 with water and expanded at 100 psi through nozzle. Mirture shall consist of 1.2 cu feet of preformed foam concentrate TAILOR INDUSTMES INC - Types 0755, 07550. 0756, 010757, 01 07571p, 0757DFP, 058, 0759, 0760, Corti Floor Mat MatMals• -(Optional)- Floor mal material loose laid over iM1e sub0poc Retain to manufacturer's 94ItsTurer'z We l Portland cement 300 Has a1 sand with 5.5 gal of water. 0762, 0]63, CRDs, CROSD, CRD6, CRD6D, CRD6FP, CRO6DFP Unrestrained Assembly Rating - 1 Hr. instructions regarding the minimum thickness of floor tapping over each floor mat material. AERM INDUSTMES- Floor -Topping Mixture Finish Rating -23 Min (See Items 5 or SA and 7), 20 Min. (See Items 6E and UNITED STATES GYPSUM Cl)- Types SAM, LEVELROCK®Brand Sound Reduction Board, LEVELROCKO Brand Fluor SAFE AIR DOWCO- Types 0455, U55A 0456, ml M9, 0457D,0457 -DR 0457 -CB 0463-11, 049 -EB, M63 GB, W63 7A) Undedayment SRM -25 System No. 10 This design was evaluated using a load design method other than the Limit States Design Method e. Working Stress Design Method). For g ( g, g g ) System No.4 subaaodng - Min 23/32 in. tick T& G wood Structural panels installed perpendicular to trusses withjabls staggered 4k. Plywood APA No. 6d 5. Betts and Blanket - (Optbnal) - Glass fiber or mineral wool insulation lowing the UL Classification Marking jurisdictions or nonveneer rated panels secured to tosses with construction adhesive and ring shank nails ass to Surface Burning Characteristics and/on Fire Resistance. When no insulation is installed in theconcealed space employingthe Limit States Design such as Canada a 9 ' Cemum-Fiber Ude•te Nom 3/4 laihkkwigM1 long edges tongue2 andShowedd.Long dimensionof aced l2 in. OC abs each Rues. Stales having equal or reater withdrawal and lateral resistance Strenth may be spaced 9 P 99 9 9 Y therennesare spared When Be resilient insulation load restriction factor shall be used - See Guide BXUV or BXUV7 tobe erp ftand elpanels ,a loco perpana<wanmwane w:ere with erne john rtaggermeamin ars ft and rentaree awmn Bmbaese:.Panel: subsituted for the fid nails. and shall Other thanMsQtem6)aretapletlt 12 in, eamax of shall baa coos of 3-1/2 in thick and Shall be secured against the subilooring with staples at l2 in OC or held urea to wad tosses with 1-518 is Ion No. B self- counteracting wood screws ced a max of 12 in.O< in the field / g� 9 pa linlsh Fearing•- Floor Topping Mixture -Min 3/4in. thickness of floor topping mixture having a min compressive suspended in the concealed space with 0.090 in. diem chalk, steel wires attached to the wood trusses at 12 in. OC. P P 9 a Indicates such products shall bear the UL or eUL Certification Mark for with a screw located l in. and 2In. from each edge, and 8In. OC on the Fermi with a screw bated 2 in. from each strength of INO psi. Mixture shall consist of 5 m 8 gal of water to 80lbs of floor topping mixture to 2.1 cu k of sand Witter the ressifiem channels are spaced a max of 12 in. OC or when the Steel Framing Members Otero but are used, jurisdictions employingthe UL or eUL Certification such as Canada, ( ) edge, located 1/2 in. from the end edges of the Panel. ULTRA FLOORS Tyles LOT LOT Super Blend LOT Plus 200 there is no limit in the overall thickness of insulation and the insulation can be Secured against the schooling,held respectively. UNITED STATES GYPSUM CO -types Si0.UCl0-CRETE on USGSP QUIET - A, suspended in the concealed space prenatal overthe resilient channels (or Steel Framing Members) and gypsum panel membrane. The finished rating has any berm dctermired when the insulation is secured m the subiloenng. ( 2 5 System No. 11 5A. Laoae Fill Mawdal•-(Optional)-As an alternate to Item 5, when the resilient charrels(Item 6) are spaced System No.S `rA Suiflooring - Nom 23/32 in. thick wood structural Panels installed Perpendicular to trusses with end joints staggered. maximumof 12 in. 01 or when the Steel Framing Members(Item 6A) am used- Any loose fill material bearing the Bubfloodng - Min B/32 in. Mick plywood with T&G eager along the 8 k Sides and exterior glue or nonvenmer APA Sturd-1-Floor T& G panels per APA specifications PRP 10& Face grain of plyrrood on strength axis of "net to be Pywood or panels secured to tosses with construction adhesive and No. W nngd shank nailsspaced 12 in. OC abng each imss Staples having equal or greater withdrawal and lateral resistance rtrength may be substituted for the 6d nails. UL Classification Marking for Surface Burning Charactestics. There is no limit in the overall thickness of insulation. The finished rating when Bose fill material is Used has not been determined. x" Perpendicular to trusses; with Pants rtaggeretl 4 k. Pyamod or panels secured m trusses with construction adhesive and T•fl' wal and lateral g shank nails sped 12 in. Or along eacM1tmsm Staples Faring equal or greater withdrawal No. 61 rinac aerr' p (Optional) - Nom 0.030 in. thick commercialasphalt saturated kit. SB.Cavity lmuWian-Bartle; and Benkrds•ar loots ntl Matedep-(Nat SM1ewn)-(As desmbed above in resistance Strength may be subrtbted for Ed nails 9 Y Finish Flowbg• - Flow Topping Mi.wit-Min 3/4 in. thickness of floor tipping mixture having min compressive Items Sand SA) - For Use with Item 7A- Min, 3-1/2inthick with no limit on maximum thickness fitted in the Floor MM MatMels•-(Optional)- Floor mat material nom 5/61 in.(2mm) thick adhered m subfloor with Hacker strength of 1000 psi. Refer to manufacturer s instructions accompanying the material far specific mix design. concealed space, draped over the resilient channel(hem 6E)/gypsum board mem 7A) ceiling membrane. Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min l in. of flour -tapping ACG MATERMLS- AccuCrete types NexGen,Green, Prime, AM. and PrePouq AccuRadianC and Accutevel pages G4G 3 mixture. GSO and SD30 5C. Fo Mastic• -(As alternate to Item 5 and 5A,Not Shown) - Spray foam insulation applied directly to the 4 Fan Ed Upkg Dry 7 6 ECORE INTERNATIONAL INC -Type Oliver 4002 underside of the plywood subfioonng. Spray foam insulation installed to a maximum thickness of 10 in. ata B••B�• nominal 0.5b/ft3 or 2.0 Ill density, depending on the product Installed. Spray foam insulation is limited to Use Floor Mat Magrial•-(Optional)-Floor mal material nominal 2-9.5 mm Nick loose hid over the sublimer. Floor with minimum 18 in. deep trusses (Item 2). When spray foam insulation is installed, ressiiierd channels (Item 61 shall u HACKER INDUSTRIES INC -Type Hacker Sound -Mat topping se a min O ihall be 3/4 in. be installed maximum 12 in. OC, with channels adjacent to buttjoints of gypsum board (Item 7) spaced mavmum 3 7 6 2 ACG MATERIALS -AccUQuiet types PW, C40, of 3, D-18, D25, Data, EM.125 EM.125S, EM250 Fill EM.375, in. may from gypsum buttjoim5. Gypsum board (Item 7) to be installed using minimum 1-1/4 in. long Type S Alternate Flom Mal Materials (Optional) Fluor mat material nom I/4 the (6 mm) thick adhered to subfloor EM.375S, EM.750, and EMJ50S. screws, spectral maximum 8 in. and butted end hints shall be suggested! min. 2 ft within the assembly, and occur P 1 99 y Hacker Floor Primer.Primerto be applied to[hewrface of the ma[priortothe placement ofa min 1-1/4 is D2 mm)of e h m midway between the continuous furring channels. Ifused With afire damper (Iteminthe tiospace, floor -topping mixture. m 1 in clearance m be maintairetl bLhiwem damper housing and spray foamminsulation.n.Not No[ evaluated for System No. 12 use with Items 5 through 58, Or 6A through 6E, on 7A. y ECORF INTFRMTNINAL INC -Type QTrbm 3006-3 BASF CORP -Fiction NM, Branton G, FE1780, SpmytiWO 178, Smaythen 81206, Walltiten 200, Wdlhiteo US, - Y u Suiflooring - Nom 23/32 in. thick wood Structural panels installed perpendicular to trusses with end joints staggered Wattling US -N, and Walltite n HPa L3"J-3•J Plywood or panels secured To trusses with construction adhesive and No. 6d ringed shank nal); spaced 12 in. OC along HACKER INDUSTRIES INC- Type Hacker Sound -Mat 11 each truss Staples having equal or greater withdrawal and lateral resistance strength may be subrthuted for the Ed nails. End Joint Detail Vapor Basler - (Optional) -Nom 0.030 in. thick commercial asphalt Saturated kit. Alternate Floor Mat Material- (Op[ionap- Floor mat material nom 1/8 in. (3 mm) Nick loose laid over the subfloor. ulni0n 6. Resilient Clunn<b- Formed from min 25 MSG gaN steel insfalld pehperdiwlar to trusses. W:insW1W t 2 6 Floor topping thickness shall be a min of 3/4 in. p9 mm). Finish Flooring•- Floor Topping Mixture - Man 3/4 in. thickness of floor topping mixture having a min compressive installed in the concealed space resilient channels are spaced 24 in. When the insulation (item 5) isto the INDUSTRIES INC -FIRM-FILL SCM RSDEPENDABLE strength of 1000 psi. Refer to manufacturer's Instructions accompanying the material for specific mix design. underside of the subfloor the resilient channels are spaced 16 in OC When insulation (item 5 or 5Ad ovaHACNER LLC - GSL fill GSL X26, GSL -CSO and GSL RH the resilient channel/gypsum panel wiling membrane, or ohm foamed plant imulation (Item 5C) ito theunderside of the subfloor, the reilient channel spacing shall be reduced to 12 in. OC Channels secuh WssAlternate Floor Mal Material- (Optional)- Floor mn material nom 1/d in. (6 mm) thick loose laid over the suMuor. with 1-1/4 in long Type S huge head steel screws. Channels overlapped 4 in. n splices. Two channe6 in.ZNV Floor topping thickness shall be a min of l in. Q5 mm). Floor Mat Materials -(Optional) -Nom. 114 in.thick loose bid over the mb0oor. Floor topping thickness shall be a OC, onented opposite eacM1 gypsum panel mrd joint as shown in the above illustration. Additional call HACKER INDUSTRIES INC - Type FIRM -FILL SCM 25Q Coal Qurl 55/025 minimum of 3/4 in extend min 6 in. beyond each safe edge of panel. KEENE BUILDING PRODUCTS CO IM -Type Quiet Quit 55/025 and Dole Quit 55/025 N Alternate Floor Mat Maedah- (Optional)- Floor mal material nom 3/8 in. (10 mm) thick loose laid over the subfloor.Floor topping thickness shall be a man of 1- 1/4 in. IRS mink Alternate Floor Met Maedal•-(Optional)- Floor mat material Nom. 3/8 in. thick loore laid over the subfloor.Floor 6A Steel Forming Membee•-(Not Shown) -As an alternate to Item 6. a. Main Rumms-Nom 10 or 12 N long, 15/16 in. or 1-1/2 in, wide face, spaced 4 ft OC perpendicular to (3 losses. Main runners hung amn oft in from botrom dead of trusses with 125WG gals, steel wire. Wires Atemate Insulation Deferment 7 6 topping thickness shall be a minimum of l in. HACKER INDUSTRIES INC - FlRM-FILL SCM 400, Dole Quit 60/040 spaced max 48 in. OC. 1. Flooring Systal The fbotlng system shall consist of one of the following: KEENE BUILDING PRODUCTS CO INC -Type Quiet Quit 60/040 and Dole Quit 60/040 N System No. 1 y Alternate Floor Mal Materials- (Optional)- Floor mit material nom 3/4 in. (19 mm) thick loose laid over the L. Cmas Tees or Onnnels-Cress tees, nom 4 k long, 15/16 in. or 1-12 in wide face, or crass channels, 1-12in. installed lis in. Additional subfloor. Floor topping thickness shall baa min of 1-1/2 in (38 mal AlternateFloorMat Mnedeh•-(Optional) inFloor mat material Nom. 3/4in. filck loose laid over the subfloor. Floors nom4klnn wide perpendicular to main mnrerssaced M. 9� / PT P Subfbd an Nom 23/32 in. thick wood structural panels bstalled perpendicular to tosser with endjoints12 in staggered. topping thickness shall be a minimum of 1-1/2 in. cross tees of channels used at 8 in. from each side of butted panel end The Goss tees of channels corp and No.6d ringed shank r Panels securedeto No. along ouswith <o^9mdipnnd HACKER INDUSTRIES INC - Type FIPM-FILLSCM 75Q Quiet Qur165/0]5 the cods. be civetd orscrew-atWchd lathe wall anglerchannel [o facilitate the ceiling installation. ePlywoodach each Imsi Staples cooing equal an greaten withdrawal and lateral resieUnce strength may be substituted bf the 6d nails. S, qual lateral he Subpa<eddforthC KEENE BUILDING PRODUCTS CO INC -Type Quiet Quit 65/075, Quin Quc 65/075 N Vapor Urriw- (Optional) - Nom 0.030 in. thick commercial asphalt Saturated kit Metal LeM- (Optional) - For Use with 3/8 in. (10 mm) Mor mat materials, 3/8 in, expanded Steel tlumond mesh, 3.4 G Wall Angers Or ChannaR-Min 0.016 in. thick paintd of galvanized Steel angle with 1 in. legs of channel bs/zq 0 placed over the floor mal material. Hacker Row Printer So be applied prior to the placement of the metal lath. Alternate Floor Mat Materiah•-(Optional)- Floor mat material Nom. 118 in. there base laid over the subfloor. Rom with a 1 by 11/2 by 1 in. profile aftached to walls at perimeter of cefling with fasteners 16 in, OC. Wed TO Finish Flowing - Min 1 by 4 T& G lumber fastened diagonally Up trusses or min 15/32 in. Plywood, min grade When metal lath is used, floor lopping thickness a nom l-1/4 in. over the floor mal. topping thickness shall be a minimum of 314 in. support steel flaming member ends and for screcu-attachment of the gypsum panels. -Underlayment" or'Sturd-I-Floor' with T & G edges and conforming to PSI -83 specifications, or converser APA rated CGC INC -Type Di RX Sol -Floor, Tas G panels per APA spe<Mdi PRP-10&Face grain of pyaaod to be parpendcular to trusses with Finish Flaaring'-Floor Topping Mix m -Min 3/4in. thickness of floor lopping mixture having a man compressive KEENE BUILDING PRODUCTS CO INC - Type Quiet Qud 52/013 and Dole Quit 5VO13N joints staggered. strength of 1100 psi. Mixture shall consist of 68 gal of water to SO lbs of floor topping mixture to 19 cu k of Send. System No. 2 HACKER INDUSTRIES INC -Firm-Fill Gypsum Concrete, Frm-Fill 201Q Firm -Fill 3310, Firm -Fill 4010, Rrm-Fill High Alternate Floor Me Meadah•-(Optional)- Floor mat material Nom. 114 in. entangled net core with a mmpresAe USG I INTERIORSLLC - Type Di SO Strength, Gyp -Span Radiant fabric attached to the bottom loose laid over the wbibor. flow topping thickness shall be a minimum of 1 In. SubfianNom23/32 in.thickwnd structural panels bstalled withehoj12 in staggered KEENE BUILDING PRODUCTS CO INC -Quin Quit 55/025 MT and Quiet Qud 55/025N MT No.EldtliIItoankn Plywood or panels secured to tmsses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along Plywood 68. Steel Framing Members•- (Nal Shown) -As an alternate to Items 6 and 6A. each truss &spies having equal of greater withdrawal and lateral ressance strength may be subrthuted for the 6d nails. System No. 6 a. Furring Channels - Formed of No. 25 MSG gale steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, Deleted. spaced 12 in. OC perpendicular M wood structural members. Channels secured to busses as described in System No. 13 Item b. Ends of adjoining channels overlapped! 6 an and tied together with double strand of No. 18 AWG System No.7 gaiv steel wire near each ed of overlap. SuMloorin Nom 23/32 in. Back wood structural Is installed radicular to tmsses whh end g-- pane perp 1 ^o, x cB 0 0 0 I� 111 ,, ■ KEPHART community • planning aarchitectures 25M WALNUT STREET DENVER, cotoR eoms wwwAwtonmm U) FEMMZ W M 5 r�L LL O J 00 �O �y LL LL � u1 WW G C) G 1 (]� F- < Q WA a Q= W i/ 1 LV v, CF- V! OOW =0 /Wr�L V tel( 0 > Si �Of C040 U N 037 4 �SFD ARC 03.25.2021 No. Me Issua 10,1e.19 tooSl 09l F l UBMnT "llf mm r e nD oN DJV Pmgd Raigner DMB Dan 08.28.2020 Job Number 218094 Dregin By RB JT CT ChxMd By DMB me Mani FIRE RATED ASSEMBLIES Sheet Nun6Br AO=6R7 ^o, x cB 0 0 0 When foamed plastic insulation (Item 5C) is applied to the underside of the subtracting, same spacing shall be reduced to 8 in OC and minimum 1-1/4 in. long Type 5 screws to install gypsum to the resilient channels prem 61 and butted end joints shall be staggered min. 2 it within Me assembly, am occur midway between the continuous fusing channels. End joints scored to bot resilient channels as dawn in sand joint detail. When goal Fmming Members ptem 6A) are used, gypsum parols installed with long dimension perpendicular to crass time with side joints centered along main canners and and joints centered along doss tees. Panels fasterned to cross tees with 1 in. long Type 5 bugle -hood screws spaced 8 in. OC in the find and along end joints. Panels fashioned to main runners with 1 in. long Type S bugle-heatl screws spaced midway between cross teres. Screas along sides and ends of panels spaced 3/8 to 1/2 in. from boom edge. End joints of panels shall be staggered with spacing betweenjoims on adjacent panels not less than 2 it OC When Steal Framrg Members (Item 6B or 6C1 are used, gypsum parols Installed with long dimensions perpendicular to furring channels. Panels attadMtl to to furring channels using 1 in. King Type 5 bugle -head steel screws spaced 8 in. OC along tuned end joint and in the fiell of the rand Butted end joints shall be staggered min. 2 it within the assembly, am occur midway between the continuous tuning MICKNE880F FLOOR OR UL DESIGN No. P522 ■ 5 g the e 5 to 2. TmM-Pitdmd or paralln Blom wood tmssm, spaced a max of 24 in. OC fabricated from nom 2 by RWFSLAB UL DESIGN No. L550 (CONTINUEDI FLM/i IXi0.WF GA FILE NO. FC 5517 CEILING CONBIAUCTION FC -1 FC -5 FC -9 (Imhae) FC -0 NUMBER RC -1 RC -5 RC -6 a lumber, with lumber oriented vMkdly Or FwdWntaly. Truss members seared together with min. 0.0356 in. thick I 1 -HR UNIT FLOOR/CEILING a 1 -HR BALCONY FLOOWCEILING 1 UNIT ROOF/CEILING-SLOPED LLO in. OC am be attached to underside ofthe tmss with one clip at each end of the channel. When Steel Forming resume fiber. J 00 Mum mum noun 1 hour noun noun gab steel plates. Pates have 5/16 in. long teeth projecting perpendicular to the plane of the plate The teeth are in pairs faring each other (made by the same punch), forming a split tooth type pare. Each tooth bas a chisel point on how Member (Item ii location with 16d nails or minimum 2-1/2 In. screws. December 16 2019 �Wri V allow forlled arms of the gypsuadjacent m in. OC [o allow for maximum 3 in. spacing off ems of the sum boom' into. Gypsum board tem ] robe P 9 9YP P YP p ) be W11ZI OA FILE NO. FC 5517 PROPRIETARY' iFRUR Unrestrained Assembly Rating - 1 Hr F_LLL L.L non m2 xpo4.1 non1.1A.3 sed side. f FIRE Q < BXUV.P522 - installed using 1-1/4 in. to T 5 screws, s cad maximum 8 in. OS and butted em joints shall be staggered g long Type pa join gge 7.0 its outside edge These points are diagonally opposite each other for each pair. The top half of each toot has 5.0 c Steel Fuming Members• -Used to attach turning channels (Item 61 -pad ro houses. Clips spared 4B in.00 - - WOOD TRUSSES, GYPSUM WALLBOARD - gaNwncrere Ow Slab (no adding required). Minimum cover mw dome - twist for stiffness. The pairs are repeated on approximaey 7/8 in. centers such four rows of taato per inch of plate and semred along truss webs at each facing channel intersection with min. 3/4 in. long self -drilling #10 It * Indicates such products shall bear the UL or eUL Certification Mark for One layer sw proprietary type %gypsum walboam or gypsum veneer base applied at right (Items 5 through 5K) in the concealed space, minimum t in. clearance to be maintained between damper housing Design/System/Construaion/Assemby Usage Disclaimer each by a lengthof Of the gypsum ;The width. Where th truss intersects with the interior face of the exterior walls, the min truss depth shall be 5-1/4 in. with thickvesus of fmish on each side the calculation 1 1-1/tin. screws through each ofths provided hole locations. Furring channels are function fined into dips. upward reintoacemmt due[] not W lass Mesa angles 0 Us deep parallel ahead wood means 24' do, wis 1718' Type S drywall screws nels still besplequalrothewidt plus3no on end twotl boom Jus 3 in on each end. The two support fordo rhannels shall be s aced approximately 3 in. in from' M. pport furlong P bun 9 P PP Y pi r1 amin Roof slope of 3/12 and a min. area in the phone of the truss of 21 sell Where the two; imeNe with the PAC INTERr3ATMNALL L C - Type RSIC-S1-1 Ultra EEE FOAM INC - Sunaseal Wo.c. to mouses am to 2 x 4 wood Working added bdween murder, mnlered behind - - gypsum Ward crude am secured at each end W the boards by nail allsdmd 18 go Z- Screw spadrg along to gypsum boom antl along both and channes shall be 8 in. OC Me ml aAuthority; Having Jurisdiction should be consulted in all cases as to to particular requirements wvedN the Mefihpossedassuming firesideof wall to tire -exposed side. The B INCHES. to interior face of the arterior walls, the min muss dept may be reduced ro 3 in. if the batt; and blankets (]been 3) are N 037 4 �SFD ARC`F. shaped steel digs. Wood mosses surrounding Na' ruminal Intense pwum cairn exmnor installation and use of UL Condflend product; equipment system, devices, and materials. a lower of Me WIC raring Of se wall shall rut exceed me lower of se WHICHEVER IS LESS f e 0828.20 FEPMTSUBMn k used as shown in the above illustration (AMem w Insulation Placemen) and are firmly packed against the butt joint channels as well as into the main channel that Runs between. Buttjoint fun ng channels shall be attached glue, T8 G edges,applied at right angles to ruses wish wnSWUion adhesive ma 6d a Authorities Having jurisdiction should be consulted before construction. imersecton of the bottom Chords am the plymod sF thiN. Cavity eat- and 3A -F 3C. Cav' Intuition - Batts and Blanker• or Fiber, Spray (As ) in (or Items withn RE9LMOUNT Sound Isolation Clipm each end of the Channel. smooth shank nails IZ'a c. infield and 6-o.c. along ends. Adhesive Would b each Pop mom am gloved edges 0 plywood. Endlmmb etaggerm 48'. Exception: For reterthan wall witaforesego- a Fire resistance assemblies and products are developed by the design submitter am have been investigated by UL ,f n D the Min. 3-1/2inChidwithnolimit onmaximumthicknessfined in theconcealed Use with Item 7B, Not maximum 61. Steel Framing Members• - (Optional - Not Shown)- Used to attach resilient channel (item 6) to trusses Oen cop mx. Consult gypsum based for was demons. AppCalling m ro DJV for compliance with applicable requirements. The published information cannot always address every construction msilShown) t s space, draped ih¢resiian[dwnne tem 6G SUm boom t¢m ]B boilingm¢mbraro. p p p UgyP ( ) and Blan•-(Optional)- Required when Nem 6B is used- Glass fiber insuhn tiosecured to the 3. Batts kets with ion dimensions perpendicular furring hannels.G beard secured to tonin channels with nomtin. ion 9 gr Gypsum furring g 2). Clips aced 48 in. OC and secured [mads with one No. 8 x 2-1/2 in. coarsen all screw throughcerder P P drywall job Number shall to occur On the side FOR SLOPING 90FFR3 OR Weight: 25 ear nuance encountered in the field. RB JT CT ChdkdBy wood structural ponds with staples spaced 12 in OC or W the musses with 0.090 in. diam galy steel wires spaced 12 DMB grommet hole. Cfamels secured to clips with one *10x1/2 in. pan -head self-dlling screw. Ems of adjoining only. PROPRIUARY GYPSUM BOARD Fire Tmt FM PO 2(Method A), National Gypsum Company - al: Gold Bond® Bram FIRE-SHIELDc^' 217-M Number a When field issues arse, it is recommended the first contact for assistance be the technical service staff provided by mind al an staggeredminimumoifum48ihanand centered osermain board conditions, in. OC An lass fiber insulation beano the UL Chrbiatbn Markin as to Surface Burning Characteristics and/or Y 9 9 9 9 channels overlapped 6 in. and secured together with two *815 x 12 in. Philips Modified screws spaced 2-1/2 in. rJ 2^S B• Gypsum Board eta Item Story foam, No[Shown) - Sp ray foam insulation applied directly to Fwmed%antic•-(Asalternate the product manufacturer noted for the design. Users of fire resistance assemblies are advised to comult the general padditional d be spaced mtheb tt single length of burning channel shall be installed and be spacetl approximatey3in. from the butt joint (6 in. from the approximately Fire Resistance, having a min density of 0.5 pd. As an optlon, the insulation may be fitted in the concealed space, one orbossidesofa of m thickness, where r is the mlwntml ing.Wherefinishes auto from the comer of the overlap. Gypsum board buttjoints require additional resilient channels spaced t-1/2 in. from the the Underside of iM1r 2.0Mg system foam roe maximum tickross ofs D in. ma Guide lrrfonnation for each product category and each group of assemblies. The Guide lntormation includes draped over to resilient chant/gypsum board ceiling membrane when resilient channels and gypsum board the but joint on either side. One edge of the extra channels will extend to an adjacent truss where d is secured with a densitItem1),Spmy, normal density the insulars tiers. Wbeospray foam insulation is installed, 2.6) continuous Pontin channels to support Me floating end site m board Each of tau shorter sections of furring 9 ) gypsum 9 spedfa concerning alternate materials and aft mate methods of consbuchon. lone cn pr to concrete alone shall Ovide not less [nen One -ribbedsoffits. attachment is mods ied as specdied in Items 6 and ]. When Steel Framing Members (Item 68) are used, max 3-1/2 �`� clip. KEENE BUILDING PRODUCTS CO INC - Type RC+ Assurance Clip shall led maxrgon resilientchannels(Item m)shallm installed maximum12in OCvdthchannels adjacent tebuttjobeInsgypsum tchannelsit Opiwihchann of on f channel tan extend one [utas beyond the width of the gypsum panel and be attached to the adjacent musses with one a Only products which bear UL's Mark are considered Certified. so.Thesickness ofOaks.1]Slabswith half of the roml required fireresistancewring. of slabs eats ribbed or undulating soffits (see Figure in. thick insulation shall be draped over the furring channels (Item 6Ba) and gypsum board ceiling membrane, and board(Item])spaced maximum3in away from gypsum buttjoinr. Gypsum boom (Icem ])to be installed using Soni at every moss involved with the butt joint. Additionally, the contribution to the fire resufarcce ]22.2.2.1.3) shall be determined by one Of to fol- faction -fitted between trusses and Steel Framing Members ptem 61d). The finished raining has only been determined m 1-1/4 in. long Type S screws, spaced maximum 8 in OC, and butted end joints shall be staggeretl min.2 ft minimaWhen of the finish on the nonfire-expwed side of a load- lowing expressions, whichever is applicable: when Me insulation is secured ro the Making. within the assembly, and occur midway between the continuous(uniag channels. if used with a fire damper (Items 5 Stel Framing Mwnlwra(item 6G) are used nom 5/Bin. thick 4 R wide gypsum Want, installed as described in BXUV -Fire Resistance Ratings -ANSI/UL 263 Certified for bearing wall shall not exceed oner me commu- Joint Di ] Bmrd•-Nom S/8 in. thick, dB in. wide sum panels. When re;iliantahannel; stem 6)are used, .Gypsum gYP P IBC TABLE 721.11311-1.1 Sae Baba 3A,Fiber, Spmyed•-As an alternate to Nem 3(not evaluated for use with Item 68) -An thickness ofs r v vay- gypsum parwls installed with long dimension perpendmlar to railiem chaml Gypsum panels secured Wath 1 in FG] United States llsulation material, having a min density of 0.5b/ft3, 1applied with water, over to problem applied ceulose in long Type 5 bugle head steel saWis spaced 12 in. OC and located a min of 1/2 in. from side joints and 3 in From 1 H GARAGE FLOOR 6 ROOFICEILING Lossomi channeVgypzum board ceiling membrane when resilient channels am gypsum board anadlment is modified m TABLE 72.1lig CGC INC - Types C, IP -X2, IPC -AR end joints. When insulation(ltems 5 or 5A) is applied over the resilient channel/gypsum panel ceiling membrane the sulaxe rating of se wall shall comply with se / installation requirements of Section 722.3.2.5. 1+(S 1)(t,-1) (Equation 9-5) BXUV? - Fire Resistance Ratings - CAN/ULC-5101 Certified for spedfed in Items 6 and ].Fiber, Sprayed is applied with moisture in accordance with to appl'xation instructions screw spacing Shall be reduced to 8 in, OC End joints secured to bot resilient Channels as shown in end joint detail. MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS" Canada supplied wit the product The finish rating when Fiber Sprayed is used has not been determined. Alternate When foamed plastic insulation (Item 5C) is applied to the underside of the subtracting, same spacing shall be reduced to 8 in OC and minimum 1-1/4 in. long Type 5 screws to install gypsum to the resilient channels prem 61 and butted end joints shall be staggered min. 2 it within Me assembly, am occur midway between the continuous fusing channels. End joints scored to bot resilient channels as dawn in sand joint detail. When goal Fmming Members ptem 6A) are used, gypsum parols installed with long dimension perpendicular to crass time with side joints centered along main canners and and joints centered along doss tees. Panels fasterned to cross tees with 1 in. long Type 5 bugle -hood screws spaced 8 in. OC in the find and along end joints. Panels fashioned to main runners with 1 in. long Type S bugle-heatl screws spaced midway between cross teres. Screas along sides and ends of panels spaced 3/8 to 1/2 in. from boom edge. End joints of panels shall be staggered with spacing betweenjoims on adjacent panels not less than 2 it OC When Steal Framrg Members (Item 6B or 6C1 are used, gypsum parols Installed with long dimensions perpendicular to furring channels. Panels attadMtl to to furring channels using 1 in. King Type 5 bugle -head steel screws spaced 8 in. OC along tuned end joint and in the fiell of the rand Butted - m r end joints shall be staggered min. 2 it within the assembly, am occur midway between the continuous tuning MICKNE880F FLOOR OR MINMUM THICKNES80F ■ 5 g the e 5 to See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified far Untied States 9 RWFSLAB CEILING I FLM/i IXi0.WF ITEM CEILING CONBIAUCTION BnoMe) (Imhae) CONSTRUCTION NUMBER See General Information for Fire Resistance Ratings - CANNLC-;101 Carl for Canada a 2 I 4 a 2 1 s r foam Insulation am [M1e sum boom tem ].When; r foam insulation is usedresilient channels Item Pav P ) Pay LLO in. OC am be attached to underside ofthe tmss with one clip at each end of the channel. When Steel Forming resume fiber. J 00 Mum mum noun 1 hour noun noun pour. how 1. Silicwm agpc December 16 2019 �Wri V allow forlled arms of the gypsuadjacent m in. OC [o allow for maximum 3 in. spacing off ems of the sum boom' into. Gypsum board tem ] robe P 9 9YP P YP p ) be W11ZI perpendicular chant perpendicular Porting channels. Gypsum beam secured to farting channels with nom 1 in. long Type 5 Bugle Unrestrained Assembly Rating - 1 Hr F_LLL L.L non m2 xpo4.1 non1.1A.3 sed side. f Q < 1-1.1 installed using 1-1/4 in. to T 5 screws, s cad maximum 8 in. OS and butted em joints shall be staggered g long Type pa join gge 7.0 6.2 5.0 1 3.5 - - - - gaNwncrere Ow Slab (no adding required). Minimum cover mw dome - O having no finish on one side or different types m 1 * Indicates such products shall bear the UL or eUL Certification Mark for (Items 5 through 5K) in the concealed space, minimum t in. clearance to be maintained between damper housing W each by a lengthof Of the gypsum ;The 0 thickvesus of fmish on each side the calculation 1 upward reintoacemmt due[] not W lass Mesa and spray foam insulation. Not evaluated far use with Items 6A through 6F. p Y 9 nels still besplequalrothewidt plus3no on end twotl boom Jus 3 in on each end. The two support fordo rhannels shall be s aced approximately 3 in. in from' M. pport furlong P bun 9 P PP Y pi r1 procedures of Sections ]22.2.1.4.1 and ]at& o the shall performed either the L - m r end joints shall be staggered min. 2 it within the assembly, am occur midway between the continuous tuning 111 application method. The fiber is applied without water or adhesive in accordance who the application instructions ■ 5 g the e 5 to See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified far Untied States 9 the underside of the underside of to roofing system (tem iy Spray foam emulation installed to a maximum supplied with a minimum OS Ichm over the resilient ceiling membrane when Each writ gypsumpanelbeSUpupned burrsingle width fbespchannel U) Desi n Criteria and Allowable Varianws 9 FIRE AND SMOKE PROTECTION FEATURES Gam as specified resilient channels and gypsum boartl attachment is medlfied az specified in Items 6 am ]. Alternate application gypsum other the Limit This design wasevaluatedusing or designSress See General Information for Fire Resistance Ratings - CANNLC-;101 Carl for Canada method: The fiber is applied without water or adhesive to a nominal density of 3.511 behind netting (Item 9) W Design Criteria and Allowable variances stapled to the rafters. The netting is stapled in both lower edges of the rafters creating a assay to accept the s r foam Insulation am [M1e sum boom tem ].When; r foam insulation is usedresilient channels Item Pav P ) Pay LLO in. OC am be attached to underside ofthe tmss with one clip at each end of the channel. When Steel Forming resume fiber. J 00 Design No. P522 jurisdictions employingthe Limit States Design Method, such as Canada, a g U 5 GUENFLBFR L L C- INSAS, INS745, INS15OLD, and SANCTUARY for use with wet or tlry application. INS51OLD, 12P 6) shallb maximum l 2in.00wit at6 boardjtsof gypsum board lMem])ior Members ahn are unto opig nom 5/8 in boomck IT wide gypsum boom is installed with long layer I NS515LD, INS541LD, INS735, INS765LD, and INS773LD are to W used for dry application only. for the concrete and finish on me OETERMINETXIOOJE83 HERB December 16 2019 �Wri V allow forlled arms of the gypsuadjacent m in. OC [o allow for maximum 3 in. spacing off ems of the sum boom' into. Gypsum board tem ] robe P 9 9YP P YP p ) be W11ZI perpendicular chant perpendicular Porting channels. Gypsum beam secured to farting channels with nom 1 in. long Type 5 Bugle Unrestrained Assembly Rating - 1 Hr F_LLL L.L non m2 xpo4.1 non1.1A.3 sed side. f Q < Fini h Ratio 25 Min IS It 3 3A) installed using 1-1/4 in. to T 5 screws, s cad maximum 8 in. OS and butted em joints shall be staggered g long Type pa join gge Foamed amed Plastc•- ( As an alternate toItem 3 or 3a Not Shawn) py pp y -5 a foam insulation applied directto ^o, end joints shall be staggered min. 2 it within the assembly, am occur midway between the continuous tuning 111 ■ 5 g the e 5 to the underside of the underside of to roofing system (tem iy Spray foam emulation installed to a maximum community • planning aarchitecture Each writ gypsumpanelbeSUpupned burrsingle width fbespchannel U) FIRE AND SMOKE PROTECTION FEATURES FEMMZ other the Limit This design wasevaluatedusing or designSress thickness of l0 in. at a terminal 0.5 Ill density, while maintaining a minimum n. clearance between the / ty. g minim 2i apequarothe end.shall annelslength sal of gypsum panel plush in. on each end. The twor support furring channels shall be spaced approximately 3-1/2 of the gs.ypsum panel Thee W M States Design Method (e.g., Working Stress Design Method). For est n s r foam Insulation am [M1e sum boom tem ].When; r foam insulation is usedresilient channels Item Pav P ) Pay LLO in. OC am be attached to underside ofthe tmss with one clip at each end of the channel. When Steel Forming J 00 jurisdictions employingthe Limit States Design Method, such as Canada, a g 12P 6) shallb maximum l 2in.00wit at6 boardjtsof gypsum board lMem])ior Members ahn are unto opig nom 5/8 in boomck IT wide gypsum boom is installed with long layer for the concrete and finish on me OETERMINETXIOOJE83 HERB load restriction factor shall be used -See Guide BXUV or BXUV7 �Wri V allow forlled arms of the gypsuadjacent m in. OC [o allow for maximum 3 in. spacing off ems of the sum boom' into. Gypsum board tem ] robe P 9 9YP P YP p ) be W11ZI perpendicular chant perpendicular Porting channels. Gypsum beam secured to farting channels with nom 1 in. long Type 5 Bugle F_LLL L.L non m2 xpo4.1 non1.1A.3 sed side. f Q < installed using 1-1/4 in. to T 5 screws, s cad maximum 8 in. OS and butted em joints shall be staggered g long Type pa join gge Q= -hem cur bugle -head sled satyrs spaced 8 in. OC in the field of the board. Gypsum boom butted end joints shall be LV E31.IA.3 NOnsymmeMcal assemblies. For a wall v, C0 l�^^ min.2 it within [M1e assembly, and occur midway between to continuous furdng channels. If used wkM1 a lire damper Ow staggered minimum 48 in. and centered over main Poning channels. At to gypsum board buttjoints, each end of O having no finish on one side or different types m 1 * Indicates such products shall bear the UL or eUL Certification Mark for (Items 5 through 5K) in the concealed space, minimum t in. clearance to be maintained between damper housing W each by a lengthof Of the gypsum ;The 0 thickvesus of fmish on each side the calculation 1 jurisdictions employing the or eUL Certification such as Canada), and spray foam insulation. Not evaluated far use with Items 6A through 6F. p Y 9 nels still besplequalrothewidt plus3no on end twotl boom Jus 3 in on each end. The two support fordo rhannels shall be s aced approximately 3 in. in from' M. pport furlong P bun 9 P PP Y pi procedures of Sections ]22.2.1.4.1 and ]at& o the shall performed either the L respectively. re EEE FOAM INC - Sunaseal Screw spadrg along to gypsum boom antl along both and channes shall be 8 in. OC Me ml SOF C040 Mefihpossedassuming firesideof wall to tire -exposed side. The B INCHES. to N 037 4 �SFD ARC`F. tiojoint of screws shall be phoned in the adjacent section of gypsum board into the aforementioned 3 is extension of se extra o the No. Me a lower of Me WIC raring Of se wall shall rut exceed me lower of se WHICHEVER IS LESS f e 0828.20 FEPMTSUBMn k butt joint channels as well as into the main channel that Runs between. Buttjoint fun ng channels shall be attached two values. For 561inuh-254mm. Cavity eat- and 3A -F 3C. Cav' Intuition - Batts and Blanker• or Fiber, Spray (As ) in (or Items withn RE9LMOUNT Sound Isolation Clipm each end of the Channel. Exception: For reterthan wall witaforesego- ,f n D the Min. 3-1/2inChidwithnolimit onmaximumthicknessfined in theconcealed Use with Item 7B, Not maximum When Steel Framing Members (item suit am used one layerof nam 5/Bin. thick 4hwide gypsum board is installed cop ration distance Beater titans feet(1524 mm) &a FIGURE ]2222.1] DETERMINATION F LA N 0 SLAB CK ESS fire interior DJV J 1 msilShown) t s space, draped ih¢resiian[dwnne tem 6G SUm boom t¢m ]B boilingm¢mbraro. p p p UgyP ( ) M with ion dimensions perpendicular furring hannels.G beard secured to tonin channels with nomtin. ion 9 gr Gypsum furring g 08.28.2020 job Number shall to occur On the side FOR SLOPING 90FFR3 OR 218094 RB JT CT ChdkdBy T e 5lou screws s ace Dov OC in the field of to boat. Gypsum boom buttetl end ed screws the shall be YP 9 P YPsu 1Z DMB rue only. FIRE RATEASSEMBLIES]Sheet Number mind al an staggeredminimumoifum48ihanand centered osermain board conditions, 722.Were Minimum covererfirerbothmves rut- rJ 2^S B• eta Item Story foam, No[Shown) - Sp ray foam insulation applied directly to Fwmed%antic•-(Asalternate padditional d be spaced mtheb tt single length of burning channel shall be installed and be spacetl approximatey3in. from the butt joint (6 in. from the approximately one orbossidesofa of m thickness, where r is the mlwntml ing.Wherefinishes auto the the Underside of iM1r 2.0Mg system foam roe maximum tickross ofs D in. ma to tut tickness. concrete wall thickness. shatothefreenot lesMarating, %end densitItem1),Spmy, normal density the insulars tiers. Wbeospray foam insulation is installed, 2.6) continuous Pontin channels to support Me floating end site m board Each of tau shorter sections of furring 9 ) gypsum 9 lone cn pr to concrete alone shall Ovide not less [nen One -ribbedsoffits. �`� shall led maxrgon resilientchannels(Item m)shallm installed maximum12in OCvdthchannels adjacent tebuttjobeInsgypsum tchannelsit Opiwihchann of on f channel tan extend one [utas beyond the width of the gypsum panel and be attached to the adjacent musses with one so.Thesickness ofOaks.1]Slabswith half of the roml required fireresistancewring. of slabs eats ribbed or undulating soffits (see Figure board(Item])spaced maximum3in away from gypsum buttjoinr. Gypsum boom (Icem ])to be installed using Soni at every moss involved with the butt joint. Additionally, the contribution to the fire resufarcce ]22.2.2.1.3) shall be determined by one Of to fol- m 1-1/4 in. long Type S screws, spaced maximum 8 in OC, and butted end joints shall be staggeretl min.2 ft minimaWhen of the finish on the nonfire-expwed side of a load- lowing expressions, whichever is applicable: 7 fl within the assembly, and occur midway between the continuous(uniag channels. if used with a fire damper (Items 5 Stel Framing Mwnlwra(item 6G) are used nom 5/Bin. thick 4 R wide gypsum Want, installed as described in bearing wall shall not exceed oner me commu- Joint Di Item 7. Adjacent butt joints staggered minimum 4S in. OC tion of the concrete alone. Fors> 9r, se sickness to be used shell be r Sae Baba through 5H) in se concealed space,hm 1 in. clearance to be maintained between damper housing am spiny When Steel Framing Members (item 61d) are used, nam 5/8 ii thick 4 R wide gypsum board, installed as credited in 722a.IA.5Concede finishes. Finishes on concrete For a< 2, to thickness to be used shall be 1, foam insulation. Not evaluated far use with 6A through 61F. Item 7. Bun joints staggered minimum 24 in. OC. walls that are assumed to conmbum to the tolalfrre- For sit >s> b, the thickness to be used shall be BASF CORP - Enertben NM, Emotions G, FE1T8a, Spatial 178, Smaytiten 81 Wallateo 200, Wartitee US, CGC INC - Types C, IP -X2, IPC -AR sulaxe rating of se wall shall comply with se / installation requirements of Section 722.3.2.5. 1+(S 1)(t,-1) (Equation 9-5) I \ i 1 Walltiteo US -N, and Walltitem HP+ 7221.2 Concrete Door and roof slaws. Reinforced and prestressed floors and roofs shall comply with Section where: UNIT ED STATES GYPSUM CO -Types C, Is X2. PIC AR ]22.2.2.1. Mulficoutse Floors and roofs shell comply with s Spacing of ribs or undulations.3E. F mad PWic• - (As an alternate to Item 3, 3A, 39 3C, or 30, Not Shown) - Spay foam insulation applied .�. Sections 722.2.2.2 and 722.2.2.3, respectively. direcy to se underside of the umerude of the roofing system (Item 1) Spray foam insulation installed to a 1 = Minimum thickness. Reinforced and floors and maximum thickness in. at a n eal s density, while maintaining a minimum 1-1/2 in. e USG MEXICO S A DE C V -Types C, IP -%2, IPC AR Done, .1 1„ = Equivalent thickness Of the slab calculated as roofs. The minimum sicknesses of reinforced and pm ses of cont a i and the gypsum re between the spray foam insulation am [M1e gypsum boom (hem ]). When spray foam imUlation is used, resilient used, stressed Flom m roof slabs far r e width, in f e- Table the net area mase slab divided by changes Item 6) shall be installed maximum 12 in. OC with channels ad ( jacem to buttjoinr of gypsum boaM (Item USG BORAL DRYWALL SIDE LLC- C TYPe u of 1 hour m 4 hours are shown Table Which to maximum thickness 21. used In the of I ho in calculation shall not exceed 2r. � ]) imMlled at 6 in. OC to allow for maximum 3 in. spacing off ems of to gypsum board joints. Gypsum board 722.2.; ]22.2.2.1. 722111 Multicourse DOnm. The firn-resistance rut. (Icem ]) to be installed using 1-1/4 in. long Type 5 screws, spaced maximum a in. ONE, and butted end joints shall be - TABLE 7223.21 MINIMUM STAB THICKNESS(inchee) toga Of boors that mein of a base slaty of concrete staggered min.2 it within the assembly, am occur midway between to continuous furring channels. If used with a re necessa ¢twee damper usin an amper(Items 5through Sq in the concealed space rn clearance is ry between p bowing d �� � �: � -.." 7A. Gypsum Board• - (NM Shown)- For use with Items 5B and SE.Nom 5/8 in. thick 48 in. wide gypsum panels HREIUEN6TRNCE IunXG lnwm] co11eRETETVFE +. - spray foam insulaton Not evaluated for use with Mems 6A trough 6F. Installed with ion dimension dicularro res them channels. rids zewred withtin. to T 5 g perpen Gypsum pa ng Type t tY x a 4 EEE FOAM INC Eassomil5 bugle head steel screws spaced 8 in. OC and located a min of 1/2 in, from sidejoints and 3 in. from the cat joints, 1 3.5 1 4.3 1 5 1 6.2 7 Finish Rating with this ceiling system is 20 min. CGC INC - Type ULIX NP �� or to 7 4. Air OucC-Any UL Class 0 Or Class 1 flexible air dud instilled in accordance with the instructions provitled by UNRED STATES GYPSUM eO-Type ULl% For SL l inch -25.41 mm, maemewnmNMehxw4awnw OsrMwexrrxlufe® ., the damper manufacturer. 7221.2.1.1 Hollow -gore preMreuM slabs. For hollowcore presmww d concrete slabs in which me S. Cellan Dam Max now area, 324 s Max s 1B in. 18 in. rectangular sties not to exceed 324 g per•- q in. quare she, by gu cores are of consent cross section throughout se sq in. with a max width of 18 in. Max damper height is 14 in. Installed in accordance with manufacturers installation S. Finishing Sysmm - (Not Shown)- Vinyl tlry or premixed Joint compound, applied in two coats to joints am lenge, se equivalent sickness shall be permitted Wei instruction; provided with the damper. Max damper openings not to exceed 162 at in. per 100 sq ft of ceiling area. ren-heatlz. Nam 2 in. wide paper tape embedded in first layer of compound over alljoints. As an alternate, tem W Obtained by dividing the net cross-sectional area a] CMS AIR PRODUCTS- Model RD 521 3/32 in. thick veneer paster may be applied to the empire surface of gypsum board. of the slab including grout in sejoinou by its wide, 2 722.2.11.2 Slabs with sloping WMh The sick- Bab 6, POTTORFF MatleI CFO * Indicates such products shall bear the UL or JUL Certification Mark for 7058 of slabs with sloping sa (see Forst 1 twit-zs4 mm. .5 --521 ] shag be Mrermir le d 21 or 6 a distance 6 FIGURE jurisdictions employing the UL or eUL Certification (such as Canada), 2222(1.2) is a m the poi R UND.13 thence psz mm), whichever is leas, eon me point SLABS WITH RIBBED oft u6DuuTWa soFFlrs('-t -.I respectively. SA. Altercate Ceiling Dampers id Max nom area 1 sq in. Max square sizett. l4 in. by 14 in. Resizes not Last Updated on 2019-11-15 4 6 t0 exceed 196 sq in. with a max wide Of 26 in. Max overall damper height is ] in. Installed in accordancedance with the 3 7 manufacturers installation instructions provided with the damper. Max damper openings not to exceed 98 sq in. per GA FILE NO. FC 5406 GA FILE N0. FC 5517 FC2 FG Alternate Insulation Placement 1011 sq M Pfc UC area. 1- HR CORRIDOR FLOORICEILING 2rhR FLOORICEILING CNE AIR PRODUCTS TS - Model RD -521 -BT rOTTORFF-Mme16D-52t-BT. 1. Roofing Sprain* -Any UL Class A, B or C Roofing System (rGFU) Or Prepared Roof Covering (rFWZ) acceptable for use over nom 15/32 in. sick wood structural panes, min. grade"C-D"or"Sheathing". Nom 15/32 in. thick wood GA FILE NO. FC 5406 GENERIC iHOUR 35to39STC FLOOR -CEILING SYSTEMS, WOOD FRAMED FIRE SOUND structural panels secured ro busses with No. 6d ringed shank nails spaced 12 in. OC along each truss. Staples having GA FILE NO. FC 5751 GENERIC 2 HOUR Mao MISTS, GYPSUM WALLBOARD FIRE equal or greater withdrawal and lateral Restorative strength may be substituted for the 6d nails. Construction adhesive Base toyer s/e't x "116 lied at d ht angles m 2 x to wood a 24' y ylro gypwm app g g pea r/e' WOOD FLOOR, WOOD TRUBSES, GYPSUM WALLBMm, a be used with either the now Or staples. may p es. with 14: Type W or S tlrywall access 24' o.c. Foca layer lyq x gypwm is'Type RIGID FURRING CHANNELS wander or gypsum veneer base apposed at ight arglmbjamb wgM1 caw SB. ANemam Ceiling Damper' -Max nom area shall be 256 sq in. with the length Pat metceed 24 in. and the S mywall screws 12' a.c. at joints and intermediate pests and 1112' Type G drywall Bea leer N: pre x gypsum wa lbsed applied at right smogs to nar deep pmwlal drone width not to excead 20 in. Max height of damper shall be 1] in. Aggregate damper openings shall not exceed 128 mos 12' of send 2' bad on either maw ca l pints. Joints off a 24" from base layer Farm wood joists according Itc plywood wish summer glue appliW at right angles wood musaea 24' rue. with 111: Type W dr -mall anewa 12' a.c. SecaM layer s/: type xgypsum welhaam applied at right angles t0 owners w in 2' Type w drywall Maews iT sq in. par 100 sq ft of ceiling area. Damper installed in accordance wit the noncritical insmllatbn instructions to joists with M nails. Ceiling provides one hour fire maiatanee protection for iso. Second hyer prow olBat 24'from base layer Fr . Third myw are type x gypsum - provided with the damper. A steel grille shall be installed in accordance wkh Installation instructions. framing, including trumes, Approx.VitaCalling wallboard aFplbd at right angles to trusses wild 2Yi Type W myraill acmes 12' O.c. CNS AIR PRODUCTS -Model RD -521 -1 P. RD -521 -NP Vital 5 cal Third I is offset 12' fern second la rut. Ha15M1a la' n ld lumn oyer pin lot Floe Teal: FM FL 2-25]2; t. currently24'p.c.r etl ht angles yeedr N1 two 2112' long o 9 9 nobody ITS, iL3g8 at echM1 truss. Face III topbin1a Type W drywall each oy'S x gypsums N applied Sound Test EsgmamY al to strong 1C T 12' channels with f 4a' Type 5 drywall screws tT orf. Wood d at right orgies to JIT MPaax' Cehlhng T R G & plywood floor applied at righn angios to hussar nim something9'nat did nail 8tl nails 5' ova at joints and f Y our IT a Inhambane Wssas. Calllrnp pmvldas Iwo4wur est 12 Ed re Rol ere-raslshnw prapolon for wood looming. Fire Test 4-27-01, ,OONK28545, se UL Dere, LLL oDesi ULL Design M514 n M51 ^o, 111 ■ KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, COLORADO sci smre.mPrwnmm U) FEMMZ W M 5 LLO C) J 00 .JO �Wri V W11ZI C) F_LLL L.L F- Q < W Q= LV v, C0 l�^^ Ow V! O U W z Q 0 > SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 No. Me lum 0828.20 FEPMTSUBMn k n D cop DJV Pmgd Oedigner DMB M 08.28.2020 job Number 218094 RB JT CT ChdkdBy DMB rue FIRE RATEASSEMBLIES]Sheet Number M ^o, UI DESIGNNO,P5221CONTINUEDI I� with 2-23 32 in. wide furring channels. Adjoining channels are overlapped as described in Item SAO. As an / g p Ing pp 111 a. Furrin Chanmis-Formed of No. 25 MSG gaily state 2-1 2 in. wide b ] 8 in d aced 16 in OC s g L / Y / cep, zp ■ KEPHART Re -t Re -5 Re -s UNIT ROOFICEILING-SLOPED alternate, ends of adjoining channels may be overlapped 6 in, and secured together with two self -tapping 25M WALNUT STREET DENVER, CCLORAoo eons xww.k.lmenmm perpentlicvlar to trusses. When imulation Items 3 o 3d, is used, the forting chants spacing shall be retluced urvlTEO STATES GYPSUM CO -type C or Iv -x2 FEMMZ No. 6 framing strep., min. ]/16 in. long at the midpoint of Me overlap, with one screw on each fkge of the to 12 in.OC Channels secured to joist as described in Item b. W "' channel. Additional dips required to hold funirg channel that supports the gypsum board bmejoims, as 5 dO J tle ailed in Item 7. n Seel Framing Members• -Used to attach furring channels (Item a) to the wood trusses (item 2). Clips USG BORAL DRYWALL SEE LLC -Type C 5C. ANemate Ceiling Damper- Ceiling dam per &fan assembly. Max nom area shall be 75 sq in. with the length C.) pAC INEFRNATIONAL L L C- Types R51C-C RSIC-V RSIC-1(2]5), RSIC-V(E75). U) VJ Spaced of 48'OC ant Secured to the bOHOm of the lmSSK with One 2-1/2 in. CAarm Drywall SCMv with Z Pat to exceed B-9/16 inand the width not to exceed B-3/4 in. Max height of damper shall be 9-7/8 in. Aggregate WcO C in. diam wash through the center hale. facing channels are then fiiction Miami ima clips. Ends of channels L. (]�L USG MEXICO SA DEC V -Type C or lP-%2 damper openings shall not exceed 38 sq in. per 100 sq ft of ceiling area. Damper shall be installed in combination WQ are overlapped! 6" and tied together with double stand of No. 18 AWG galvanized steel wire. Additional clips W n with one of the fan modas described in, and in accordance with, the manufacturers irntalbtwn instructions provided �+ , C0 m requird to Fold the Gypsum Buttjoints as described in Item 7. Ow with the damper. A plastic grille shall be installed in accordance with instalkdon instructions. Q 6B. Steel Framing Members' - (Not Shown) -As an axemme to Items 6 and 6A. REGUFOL AMERICA -Type SonusCl'm DELTA ELECTRONICS INC -Models CRD2, GBR-CRD, ITG-CRO W 0 a. FurringChannels funding channels, 7/8 in. 6 2-5/8 in. wide at the base and l-1/4in. ped rig c deep y 7B.G BRRM'- For use with Items 3C and 6G. Nom 5/8 in. thick, 48 in. wide Is installed with ypwm gypsum pane wide at the face. !armed from No. 25 ga. gaH state{ spaced may 16 in. OC perpendicular to busses and Cold brag dimension perpendicular to resiliem channels. Gypsum panels .¢orad with 1 in. long Type 5 bugle lhwd steel Rolled Channels (Item 6Bb) Furring channels secured to Cold Rolled Channels at every intersection with a 1/2 Bwa� screws spaced 8 in. OC and located a min of 1/2 in. from sidejoints and 3 in. tram the end joints. Finish Rating with SOF C040 U N in. pan head self -drilling screw through each furring channel leg. Ends of adjoining channels Overapped 4 in. 037 4 �SFD ARC`F. 7. Gypsum Bard• -One layer of nom 5/8 in. thick by 48 in. wide boats, installed with long dimension parallel to No. Mek�TSUBM�& this ceiling system is 20 min. 5D. Altemau Calling Damper• - Dealing damper& fan assembly for use with min 18 in. deep trusses. Mix nom and test together with two double strand No. 18 SWG galy steel wire ties, one at each end of overlap. trusses. Attached to the resilkm channels using l in. king Type 56ugle-hwtl screws. Screws spaced a max of 12 in, DEC INC - Type LUX area shall be 75 sq in. with the length not to exreed 9-1/4 in. and the width not f0 exceed 9-3/4 in. Max height of Supplemental furring channels at base Wyer and outer layer gypsum board bllttjoints are not required. Batts OC along butted end joints and in the field when no insulation Man 3 o 3A) is fitted in the concealed spectral ora damper shall be 9-7/bin. Aggregate damper openings shall cot exceed 45 W in. per 100 sq it of catling area. and Blanket draped over furring channels ass described in Item 3. Two layers of gypsum board attached to max of 8 in. OC along butted end -joins and in the field when insulation (Item 3 or SAT is foed in the conceakd m UNITED STATES GYPSUM CO -Type ULI% Damper shall be installed in mmbinagon with one of the fan models descnbed in, and in accordam<work the Pmgd Designer furring channels described in Item ]. DMB Data spa¢, draped over the resilient ch board ceiling membrane. When insulation (Item orSEE)r 08.28.2020 Job Number manufacturers Installation instructions; provitled with the damper. A plastic grille shall be installed in accordance with Drean By RB JT CT Chxeed By ray-appPsum (item rea3D installed in the concealed space, spray -applied m the underside of the roofing system %em ty screen are spaced a DMB me installation instructions. FIRE RATED ASSEMBLIES b. Cold Rolled Chonmis-1-1/2in. byl/2in, formed from No. 16 ga. gaH stack positioned thermally and max of 8 in. OC along resilient channels, fasteners are increased in length to 1-1/4 in, and gypsum board bwjoinb DELTA ELECTRONICS INC - Model SIG -CRD parallel to trusses,inion-fMed into the channel caddy on the Steel Framing Members (Item Stan. Adjoining shall be staggered min. 2lt within the assembly, and occur between tet main funding channels. S. Rnbhing System -(Not Showing- Vinyl tlry, or premixed joint compound, applied in two coals to joims arts lengths of cold rolled channels lapped min. 6in. and wire-dedtogether with two double starts 18 SM gulp When Steel Framing Membms•(item 6, or SET are used, sheets installed with long dimension Perpendicular to facing screw -heads; paper ape 2 in.wide, embedded in first Water of compound over all joints. As an alternate, nom 3/32 steel wire ties, one at each end of ovel channels and side joints of sheet located beneath trusses Gypsum board screws are driven through channel spacd 12 in. thick veneer plaster may be applied to the entire surface of gypsum boats. Altemh Csiling Membrane -Not 511 Alternate Ceiling DamW- For use with min 18 in. deep masses. Max nom area shall be 144 sq in. with the in. OC in the field when no population (item 3 o 3A)is fitted in the concealed space, or a in. OC in the field when Shown. th not to exceed l4 in. and the width not to exceed l2 in. Max height of damp" be 17-7/8 in.A r ate ag 9 P gig ¢9 c.BlocMn Where truss design ret permit direct Poll contact of the hanger bracket lace of B 9 P 9 P Insulation Dump 3 or 3d, is fitted in the concealed space, draped over the furring Channel/gypsum board ceiling damper openings shall not exceed 74 sq in. per 100 sq ft of ceiling area. Damper installed in accordance with the nominal2bydin. lumber (blocking),min. fiin. long mpermit full contact of the hamper bracket ckebe embrane. Gypsum board butt joints shall be Staggered min.2 it within the assembly, and occur between the main Turing channels. At the board buttoims, each end of the board shall bew appointed le length 9c 90 j gypsum ppo byoverlapped. 9.Netting-Fibrous, woven netting materialfastenetl to Undersitleof each joist with staples, withsbejoims manufacturers Installation inndec[bns provided path Me damper. Asteel grille shall be irrstalkd in accordance with secured verbally m Me side of the truss graph 2)atthe top arts bottom of the blocking M each Steel the win. on each end. The furring channels spaced of channelequalto the installation instructions. Framing Member (item fiBd) basion. beatachewallboardplus lshall e approximately 3-1/2 io tot he trusteewithone itis each end of CNS AIR PRODUCTS - Model RD -521-90. RD-521-NPW OthecM1annel.Screwspacing atom the conjuror attain me gypsum bmrdmm<runmg channels snarl beam. Gc. Second camera rarer of turandbepsumb shall *Indicates such products shall bear the UL or cUL Certification Mark for tl. SMeI Framing MaM»n•-Hangers spaced 48 in. OC. max along truss, and secured to me Blocking um board required when furring channels (item M. a are aced 24 in. OC and Insulation is fined in the comwka gyps req g ( ) Spaced jurisdictions employing the UL or eUL Certification (such as Canada), P ORFF-Models CFD -521-90, CFD -521 (Item 6Bc) on ahemaing trusses With a single 5/16 in. by2 in. has head mg; bait or four R6 l-1/4 in. drywall space, draped over the baring Channel/gypsum board Ceiling members. outer layer Of gypsum board attached to the curring in. long S bugle in. OC butted in. in respectively. screws through mounting hole(s) on the hanger bucket Tho two l/4 in. long Steel teem on the hanger are channels using t-5/8 Type -head ureas spaced 8 at joints and 12 OC the embedded inthesideoftheblocking.Hangerpositionedre blocking and em height adjusted such field. Butted end joints of outer layer m be offset a minimum of 8 in. from base layer end joints. Butted side joints of Last Updated on 2019-12-i6 inartgtion. Mat tomo channels are flush with bottom of before sum board imGlletion5 Spring a trot g gyp p ng 9GA ower taken to be meas minimum IB in. from butted side' int. of base Ill. n p bte damper Be fan assembd,dthuse wBh mini truss es. May nom hanger chosen per instructions. When Steel Framing MRmbxs(Ihm SET areusedtwo board are installed 5/8 in. attachXMde gypsumthe FILE NO. RC 2602 RC -2 exceedn. area shalle131 sgD with 1 a qct erg meed / / Aggregate the length area shall be 1315 in. Mel amimex 11-11fi in. and Me width not exceed ll-]Bin.A ate KINUICNOISE CONTROL KINETICS NOISE CONTROL INCINC-T Type YP (itemafnom Tiin with lora dimensions perpendicular Currin channels Item 66a. Base layer mthemrrin channels using 1 9 P rye 9 ( 1 Ye 9 9 MR CORRIDOR ROOFICEILING damper openings Shall not exceed 66 sq in. per sq fi ceiling area. Damper shall be installed in combination in o field of the board. Butte g Type z bugle head steel serews spaced 8 in. along bused end joints and 12 rots ROOF -CEILING SYSTEMS accordance with am of the fan models e aaordancewith thence facwrer'S inion Brame ena'mmfaCenmrb on the continuous Channels. Butted baseb erena'oime to be offwta mmal6 in. in g c t 1 9 Y 1 intionim\rucians plastiedin,aMin provided with Me tlam er. A plastic elle shall be imfalled in accordance with installation inswNons. P p P g courses. Loop the channel. using lend joilon i Ie adjacentYe 9 9 9 Type 9 GA FILE NO. RC 2602 GENERIC 1HOUR DELTA ELECTRONICS INC -Model SMT -CRD 6<. Steel Framing Members- INo\Sfawn)-As an altemme to lams 6, 6A and fig. 2 continuous furring spacedein.00 at butted end joints and l2 in. OC in the field. Bolted entljointz centered onfiecontinumusbrring paced8 butted and don FIRE a. Forting Channels- Formed o1 NO. 25 MSG gory s\eel, 2-3/0 in. wide by ]/8 in. tlmp installed cM1annel. and OBset a min of 16 in. from Buttetl end Oi base la c Buttetl side of outer laser to be offset min 1 Y< 1 Ye MOD TRUSSES, GYPSUM WALLBOARD mCefS. Channels sstateda mar Of 16in. OC When no Insulation NOR 3 P¢!P¢OdiCUar m w00tl S1N(tUra Rlb 'ohms la 16 in. from butted side1 of base layer. Bird layer alt 1y14 X gypsum wallboard applied at right angles to weal ROI W Sses 26" or 3A) is Bi d in the concealed space or a max of 12 in. OC when insulation (Item 3 or 3A) is rated in theori When Stell Framing Mgnban(item BE) eR used,On¢Iay¢rbf nOm S/8in. thick 4fi wide gypsum board is installed wishIll: Type W or 3 drywall screws 24' oz Face layer ps type % gypsum wallboard m gypsum veneer bow Stated el tight angles to Wsses who PM Type W or SG Altamab Ceiling Da N -Cali clamper Sit assembly for use min 18 in. tl trusses. Max nom 9 mpa Ig P Y cep ceald Stands. Channels second to trusses as described in Item 6C6. Ends of adjoining channns P 1 g con smbwbxcured tabnin channels withnomi in. ran 9 PrP 9 Gypsum 9 9 with lora dimensions a encs 5 crystal wrewz t2' op. al "oinb and InNmadiae houses and t+li T G drywall ryw I Ym M1wrata shall be 103 s i .with the le M cot m exceed 10-1 B in. and the widfi moo exceed 10-1 8 in. A r ate a q n rig / il gig g overy ed 6 in. and tled to triter with double strand of No. 18 AWG aHanized seeel wire neereech ed of p. g g the Special 8 in. in the field, shall be Type 5 stall ureas spaced 8 in. board Gypwm bomb tatted acrem 1T I offaea 24' from basela aide m end I nal p aced er beckco Op ening. Shallnot exceed 52 Sq i per sgfie ceilingarea.Damper Shallbe installedinctions o" overkp. ed minima ar a ch staggeredminimum Rin.Atthegypsum boardbutt joints,eacM1endoT each gypsumboard shallbesupportd bye allbe sup Wo g'h' p nets a er oinas. WOM imawa w N +/i xnod atrvdurel en¢Is a fled et n M a Icatlamper Y 1 Ppm g P pp 9 t d one of [he fan modas described in, ant in accordance with, [he manufacturer's installation inz\rudians acc single length Of tuning cnannel equal to [M1e width of [he gypsum board plus 3 in. o" eacM1 end, spaced apProximafely 2 rwith 10 truaws Mlh ea reib. Appmpriex root wvekrg. Delling pmdtlea ane nam Rnreslsbnce prabceon for weans.in vn[M1 [he tlam e. A las[ic elle shall be imtalled in accordance wits installation inswdions. P P P 9 b. Seel Framing Members• -Used tin attach Pocinq channels (item tine) to wase. (item 2). Clips secured hom'oint. Screw akin iM1e mboartl butt'oinbhall be Bin. OG BUn'Int brrin channels shallburovitled '" 1 spaon9 9 9YPw 1 p 9 PANASONIC C00.POMTION, PANASONIC CORPOMTION OF NORTH AMERICA-MMeI PC-RWSCS m(he botlom dwrd ofexn buss 24 in0 wits One N0.86 2-1/2 in.lon tl Il slrery Mrou h ( C) y long rywa 9 wish RFardsidjoinnsSILMOUNT 2securetlto thef tsshed tlover [he int -c center gramme!. Dancing channels are friction fittd into dips. Adjoining channels are overlapped as thsof titin ceverytmal Meattatall nderult psu ppolximatlybin Overall Gypsum Board wring approximoelyfa20 rri lengaselOmngeattaced with deecribed in Item SO& As an alternate, ends Of adjoining channels may be overapped 6 in, and secured t underalleroftheljott (Item 2) batmen main boring channels. Side joint funingchannels shall be attached to undersbe of the joist with cha RESILMOUNT Sound Isole Clips - located approximately 2 in. from each end of the approximate 20 in. length of ruby for tee deep [tosses. Max nom SH. Almmah Ceiling Damper•ength damper & f0-1/8 together with two self -tel in No.6 framing screws min] 16 in. kin at the midpoint of the oveda with DD g g / g p p' channel. Beth Gypsum Boards at side fastend into channel with scree Special O in. DO, approximated, t/2 in. Apple: Ceiling area shall be 10-1/8 in. and the. l not to ex sq in. whh the length cot m er i thermal cot to excel 11-1/e in. Aggregate log core screw on each flange of the chants. Adtlitiom clips required m hots fuming channel that supports <M1e from ted joint gat. Weight s pN Fire Test FM FC 172, 2-2572; Daft openings clamper enin sshallnot exceeded. per 100 s it ceiling area.Dam ershallbeinstalledin combination P p 9 q ^ P 9 9 P gypsum boardbunjoints, as described in Item ]. PLITFD INC -Type Genie Clip When Steel Framing Members (Item 60 are used one layer of nom in. thick 4 witle gypsum based is installed ITS,ab gat with oto of the fan models described in, and in awordance with, the manufacturer's installation instructions accordance dimensions in.11o with long dimensions perpendicular ro furring channels. Gypsum board second to tuning channels whM1 nom 1 in. long d S i provided sixth the damper. A plastic grille shall be imblled in accordance with installation instructions. Type 5 buglo-nead steel urates spaced 8 in. OC in the field of the board. Gypsum board bused end joints shall be GA FILE NO. RC 2601 BROAN-NUTONE L L C - Model RDFUWT staggered minimum 46 in, and centered over main turning channels. At the gypsum boat Wtljointak each entl of eacM1 am Rl;-i ED. Mee. Framing Memben•-(Noe an m Items 6, 6B ant 6C. gypsum board shall be supported single length of funding cM1annele seal to [M1e width of [M1e gypsum lus3in. ppo by a si g g g q gnt. 141R ROOFICEILING rpewn1-Az poses- 2 i a. Main mnmrs- Installed perpendicular to trusses -Nom 10 or 12klog,l5/16 is or l-1/2 in. wide each end The two support channels zhallbes spread motel Sin. in from end'inf. Screws ac i oneach y p spacing °" PP 9 P face, spaced 4itDD. Main runners hug a min of 2 in. from bottom chord of trusses with l2 SWAG gap steel along iM1e gypsum board butt joint and along bots additional channels sM1all beBin.IX.Additional crews shall be channels GA FILE NO. RC 2801 GENERIC 1HOUR SLA Nemate9sgig Dam per' -Ceiling damper for to mined 7-.5/16 trusses. Max nom laced in the section of sum board into the aforementioned 3 in. extension of the extra bun Int channel. P 1 gyp joint FIRE .andthassembly dthuse 10fan area shall be In. with [M1e length not t. exceed not in. Aggregate in, and the width not m etched wire. Wires located a max Of 481n.00 as well az into the main channel that cans between. Buttjoint tuning channels shall be attached with one BESILMOUNT GYPSUM WALLBOARD. W000 JOISTS, ROOF COVERING be Detailed! damperopenings hall not exceed 40 s n. per 100. ft of ceiling area. Damper shall be installed in combination sq Pq P q 9 P Sound Imlation Clip at each end of the channel Bas layer s/e' type x gypsum wallboard applied at ragas angles m 2 x tD wmtl joists m• with nl: Tope W a S crisper screws 24' o c. Face layer ala• type % with one of the fan models described in, and in accordance with, [M1e manufxturer's installation ins\ructions b. Crass tees Or character -Nom 4hlong, l5/16 in. Or1-12 in. wide face or cross channels, nom 4fi When alternate Steel FramingMembers•(item Gi are used, one la from 5/8 in. thick 4 h Moe board gypsum 9ypwm wallboard or gypsum veneer base applied m right angles to joists with X Type WDr provided with the proper. A metallic grille shall be insalld in accordance with installation instructions. P p 9 long, face, cross tees perpendicular m the main modern, spaced 16 Glass or rialchannels sheets installed Mth ran dimension (side a endi<ular to lhe6Xbn toss tees with the end sea end 1 p the 9 1 P 9 r 1 99 S screws joins and n/r Type fr drywall oc. at jamb and side -°inti. BROAN-NUTONELLC- MOd<IS RDlt and RDH els used take be channels used of B in. from each side of burned m beam and -Dints. The cross tees or channels m be from each gypsum 1 may mtween 4 it tees Oin. OCGypwm botrisidejminb may occur beneathin. he revsTriv1 paced of end Screws 12' o c. ar¢d 2' back w other side °f end J°in6 oFse124' 0°m bew H 1 loads with e.bdorgbement nvaed Orscrew-anachedmthe wall angle or channelmfacilitate the ceiling installation. mdnrunnedbetweeocrossation ofwide between main runners.Prior to Ie ofthe gypsumboartl meets backer Strips consisting ofnomtlocin.wide gypsum App°dmme welywmd tofor°biwith8d one rejoistsep adnails.Afraning:roll ow.rsiling provitles one M1our Pre es of m board are m be laid am the crass tee Ranges and centered over each hutted entl' in[ location. The laid am au P 9 p pact resistance mtec4on for lnmin , including tmaeea. ing P e � 9 Ppperught log c. Wall anglesorsteel framing membaendsand for ttechment of the backer anprareto besewredmthe Strips of ao ebM erztriphems. WelgM 5 pd with trusses. -Minn-Usdmsupport painted galvanized Il or being plthe ydown uplifted ringscatcarp°vhument gypsum ED IN nE 2-25-72; area shall be B] Sq In wkh the length not to exceed 9 in. and the width not to exceed 9-11/16 in. Aggregate damper Mick painted or galkaod steel channel with a t by t-1/2 bye in. Profile, attached to walls at penm¢ter of board fastened to cross tees with l in. drywall Screws Spaced l in. and 4in. from Me side joints and max O in. OC in the ITS, 8698 openings shall not excel 44 sq in. per 100 sq ft of wiling area. Damper shall be installed in combination with one ceiling with 16 in OC. field of the board. The butted end hints are to be secured to the backer ori with No. 10 b 19/2 in. Ion T G 1 P Y 9 of the fan models desnibed in, Sold in accordancewitbthe manufacturer's installation instructions provided with the CGC INC - Type DGL or RX Type Side laminating screws lma\edlin. from each side of Me butted end joint and spaced lin. and 4in. from the ddejoints and damper. A plastic grille shall be installed in accordance with installation instructions. max 0 in. Oc in the field of the board. GA FILE NO. FC 4504 Rca BROAN-NUTONELIC-Model ROMV/T USG INTERIORS LLC -Type DGL or R% When Steel Framing Members (item 6H) am used one layer of nom 5/8 In. thick 4k wide gypsum board is installed i41R ROOF/CEILING with long dimensions perpendicular to furring channels. Gypsum board Secured to Tuning channels with nom 1 in. long Type S buglo-nead moel ureas spaced 8 in. OC in the field of the board. Gypsum board butted end joints shall be GA FILE NO. F64504 GENERIC staggered minimum 48 in. and centered over main furring channels. At the gypsum boat bubjoints, an additional staggered FIRE 5K. Alternate Calling Damper- Ceiling damper &fan assembly for use with min 18 in. deep wsees. Max mm single length of farting channel shall be installed and be spaced approximately 3 in. from the butt joint (6 in. from the GYPSUM WALLBOARD, STEEL CHANNEL JOISTS, area shall be 87 sq in. with the length not to exceed 9 in. and the Width not to exceed 9-11/16 in. Aggregate damper BE. Altermte Steel Fram.ng Members" - (Not Shown) - As an alternate to items 6, Gd, 6B, and 6C, furring continuous honing channels) to support the floating end of the gypsum board. Each of Mese starter sections of furring WOOD STRUCTURAL PANEL FLOOR Openings Shall not exceed 44 Sq in per 100 sgfiof ceiling area. Damper shall be recall inmmbiretronwithone channels and Strel Framing Members as descried below. manner Mall emend one truss beyond Me width of Me gypwm panel and be attached to the adjacent houses with one Base laya< In.' type X gymum wallboard applied at tight mature to manrrel sneeed, of the fan models described in, ant in accordance with, the manufacturers installation instructions provided with the a. Forting Channels of No. 25 MSG galy steel, 2-5/Bin. wide by ]/8 in deep, spacd l6 in OC, 5°nuzCllp at every truss involved wish the butt joint minscrimumloess Type rywell um as deep, 18 gel galvanized steel t t6' o. o. with 1V:i S-12tl tee• o.c. Base layer bun taints 4o courses. Fate layer +e^ grille Shall be iRStall¢d In accordance with installation instructions. perpendicular to trusses. When insulation, Items 3 or 3A is used the funding channel spacing shall be reduced tight angle jai is with a ryPoXgypwm wallboard appllbatngmangrm to joists wMentlpinb l°wlb mg way BROAN-Aplaseic BROAN-NUTONE L L C -Model ROMWi2 to 12 in. OC Channels secured [OjObIS M described in Item b. CGC INC - T Types C, IP -%2, IPC -AR YP hear a a -1Y drywall a 1Y' ab. Fame IayersHayer athlete wird screvry 12' o.c. placed beck back End Idnb apache] b bass layer Mite End pars e G scr ed p pints °Inset 24' from base byer edge Arpri Catling Them either sloe or a ge f r per joints. Face layer h Framing M -Used 10 attain furring Channels (item a)10 the Dr fraises 2] Clips UNITED STATES GYPSUM CO -Types C, IP -%2, IPC -AR Bend Weight bas suppabg alt' Ww9ht'. 4 Wf fermi Fos coyer end loin[s onset base joints. are! d stream• spaced at 48" OC and secured to the bottom of the trusses with one 2 In. Coarse Drywall Screw mth 1 In. se w with Ted r wit to Fire Tatra: NRCC Bd218.1.33g5 mire! wmtl swcWnl nal flwr wird Ion edges T 8 G alMchd al right angles Ito ed at W eto m "OAssembly FF51 aP 6. Backing lUMnmN- Resilient channels famed of 25 MSG thick gar same. Installed perpendicularmthe trusses dam washer through the center hole. Furring channels arefhenfnction feted ima dips. Ends of channels are Imiab Mm w:rvo. to bugle need care«s unto plot rap e•o.c.etend pinto am t2^ (Item 2), spaced a max of 16 in. OC when no insulation Item 3 or 3A) is Road in the concealed spatial, or a mar of Pa ( P required to 6"andtiedtogetherwithdoublestrantl AWG galvanized steel wire. Additional are USG IDEAL DRYWALL SFZ LLC -Type C do. at inaermedietsmaps. 12 in. OC when insulation p[em 3 o 3Al is fired in the concealed space,tlaped over the resilien[channN/gypsum in required to M1od the Gypsum Butt joints as described in lfan]. board calling membrane, or when insulation(Item 3B, 3D or 3E)is applied to the underside of the roofin.] system STUDCO BUILDING SYSTEM - RESILMOUNT Sound Isolation Clips- Type A237 or Q37R USG ME%ICO S A DEC V -Toes C, IP -XZ IPC -AR (Item 1). Two courses of resilient channel positioned 6 in. OC at wallboard butt -joints (3 in. from each end of wallboard). Channels oriented opposite at wallboard bun joims. Cfannd Splices overlapped 4 in. beneath wood trusion. Channels Secured m each mass with 1-1/4 in. long Type 5 screws. 6F. Steel Framing Members• - (Not Shown) -As an akemam to Items 6 through BE- Not for use with Items 3 or 7A. Gypsum Board -For use with Steel Framing Members(Itet ED) when Baas and Blankers•(item 3) are not .,,__-__- 6A. Steel Framing Members• -(Not Shown)- As an aRemate to Item 6, furring channels and Steel Framing 3A Main winners nom 12 fi long, spacd 72 in. OC Main rumneirs suspended by min 12 SWIG galy steel harge wire; used - One layer of mm 5/8in. thick by 40 in. Wide boards, installed with long dimension parallel to Me main Members as described below. spaced 48 in OC. Crass tees, nom 6 N long, installed perpendicular to main runners ad spaced 24 in. OC. runners. Gypsum board fastened To each cross We or channel with five wallboard screws, with one screw located at a. Furring aanms- orae o gayscee. - In. or - in. y / In. cep, Additional 6 N long moss tees required M each gypsum board end joint with butted gypsum board entl joints the mid. f the cross tell or canna, ore screw located 12 in. from ant on eau side of Me crass tee or channel pano as Spectral l6 in. OC peryendialarto wsses when no inzulMion(itemz3ar 3A) is lilted ince concealed space centered between codes Was spaced Bin OC. The main runners and cross tees may be riveted or screw attached to mid span and one screw located 1-1/2 in from each gypsum boom side joint Except at wallboard entljoihhD, or 12 in. OC when insulation (Items 3 or 3A)is fatted in the concealed space draped over the fuming the wall angle or channel To facilitate the ceiling installation wallboard screws shall be located on alta Nsides of cross tee flange At gypsum board ant joints,gypsum channeygypsum board ceiling membrane or 24 in. OC when imulation (Items 3 or 3A) is fitted in the USG INTERIORS LLC -Type DGL or By board screws shall be bated 12 in. from the joint. Gypsum board fastened to main moms with wallboard screws corporatist space, doped over the fuming channel/gypsum board caging membrane ab a second layer of 1/2 in. from sidejoims, midway between Intersections with cross tees or channels (16 in. Op, End joints of adjacent gypsum board is attached as described in Item 7 for stall framing members. Channels Channels secured to trusses as gypsum board sheets shall be staggered not less Man 32 in, Gypsum board sheets screw attained to leg of wall described in Item 61 Ends of adjoining CM1annels overlapped 6 in. and tied together with double strand of 6GR chem Chanmis-For Use With hem]B- Formed from min 25 MSG gage steel imtalktl pemendicular to angle with wallboard screws spaced 12 in. OC halon cratered as described in lttm 7. For use With Steal Framing No, 18 SM galy steel wire mar each end of ovdap. Channels Secured to each truss with in. king Type 5 bugle heed sten emends. wsses and spaced 16 cin. Members• (Item ED) when Bards and Blankets* (item 3) are used - RMirgs limited to 1 Hour- 5/8 in. thick, 4 N at Channels overlapped 4in. at splices. two channels, s aced 6 in.00 oriented opposite each um anal end , oriented FP p p Pa gyms p ll wide; installed with long dimemion perpendicularto cross tees with sitlejoints centered along main runners and and D. Framing Members -Used to attach furring channels (item to wsses (Item 2). Clips spaced Additional channels shall extend min 6 in. beyond each side edge of panel. Insudtion man 3f ls applied ova Me joints centered along crass Was. Fastend to toss tees with 1 in. long Steel gypsum board screws spaced 8 in. OC in OC cases it 2-12 in it in. OC RSIC-1 and RSIC-1 (2.75) dips i Secured ch resilient cM1annel/gypsum panel ceiling membrane. the and m momfarmersboom brews Spaced a along ecr joints.aong smelln. gypsuto d RSIC V (17 secured to al uses with Nor screw through Me cents grommet. RSIC-V and R51< -V 12.]5) clips senuretl m altemetig wsses with No. B sided een.00 midway heads 112 i midway between crass gals. Screws along sides and ants of booms spaced 3/B m 1/2 in. from board edge. Ed of 1 bye-1/2in. coarse drywall screw through the center hole Furring channels are friction fitted into dips.RSIC-16H. ANemate genal Fnrrtlg Members• - (Not Shown) -Asanakemate to items6through 6G, furring donnas joints of the shears; shall red all be staggewith spacing between joint on adjacent boards not less Man 4 it OC. and RSIC-V clips for use well 2-9/16 in. wide fusing channels. RSIC-1 (2.75) and RSIC-V (2]5) dips for use and Steel Framing Members as described below. CGC INC -Type c or IP -%2 ^o, x c9 0 0 0 I� 111 ,, ■ KEPHART community a planning aarchitecture 25M WALNUT STREET DENVER, CCLORAoo eons xww.k.lmenmm U) FEMMZ W "' 5 dO J 00 .JO C.) LL U) VJ Z (DV WcO C L. (]�L LL F- WQ ^Q LL W n W �+ , C0 l�^^ Ow V! Q =U W 0 ,Z Q\ Bwa� SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 No. Mek�TSUBM�& MSO m DJV Pmgd Designer DMB Data 08.28.2020 Job Number 218094 Drean By RB JT CT Chxeed By DMB me FIRE RATED ASSEMBLIES Sheet Number MIMI ^o, x c9 0 0 0 1 HR STEEL COLUMN PROTECTION COLUMNS, 1 H STEEL COLUMN PROTECTION BXUV.X771 - Design5ystem /Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases As to the particular rw uiremenD mveriN the Installation and use of UL Cerflfied Products, equipment system, dee oes, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for mm lnce with applicable requirements. The published information cannot always address econstruction nuance encountered in the fold. • When field issues ansa it is recommended me Feet contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes spedfia concerning alternate materials and alternate methods of construction. • Ony products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada See General InM maWn for Fire -resistance Ratings - ANSI/UL 263 COtified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S1B1 Certified for Canada Design Criteria and Allowable Variances Design No. X771 Odober 26, 2017 Ratings - 3/4, 1, 1-1/2, 2, 3 and 4 h re Indicates such products shall bear the UL or ELL Certification Mark for jurisdictions employing the UL or ELL Certification (such as Canada), respectively. 1. Reel Pipe or Tube Column - Steel circular pipe with diameter (OD) ranging from a minimum of 3 in. to a maximum of 32 in. with a minimum wall thickness of 3/16 in. Steel square or rectangular tube with outside wall dimensions ranging imp a minimum 3 in. to a maximum of 32 in. and a minimum wall thickness of 3/16 In. The MR ratio of the steel pipe or tube (see Item 2) shall range from 0.10 to 2.0. 2. Spey -Appalled Fire ResiMWe Matedals•-Applied by mixing with water and spraying in one or more mats to steal surfaces which must be clean and free of did, loose scale and oil. Min avg and Ind density of 15/14 pef respectively. Min avg and min Ind density of 22/19 pC respectively for Types Z 106, Z-106/6. Min al and min ins density of 19/18 pd respectively for Types 7GP and 7HD. For method of density determ inatbn, see Design Information Section, preceding these designs. The hourly rating of the structural member is dependent upon the ratio of MR and the thickness of Spray-Appled Fire Resbtive Matedals, where A is the cross sectional area of the pipe or tube and P is the heated perimeter. The as ratio of a circular pipe is determined by: At pipe = d Where: d = the outer diameter of the pipe (in.) I = the wall thickness of me pipe (im) The ANT ratio of a rectangular or square tube is determined by: t(a¢b-21) Aro tube aab where: a = the outer width of the tube (in) IF = the outer kngth of the tube (in.) t = the wall thickness of the tube (in.) The thickness of Spray Applied Fire Resistive Materials for ratings of 3/4,1,1-1/2, 2, 3 and 4 Is of a steel pipe or tube can p tleterminetl by the equation: h= 4.43 asks) Where: R = the hourly rating (his). IF = the thickness of Spray Applied Fire Resistive Materials, minimum 1/4 in., maximum 3-7/8 in. ARABIAN VERMICULITE INDUSTRIES - Types MK-6/CBF, MK-6/ED, MK-6/HY, MK -6s, Sonaphone 1, Sonophone Se Z-106 Z-106/6. GCP KOREA INC - Types MK-WCBF, MK-6/ED, MK-6/HY, MK -6s. Monokote Acoustic 1, Monokote Acoustic 5, Z-106 Z-106/6. "ROK INC -Type I.D. SOUTHWEST FIREPROOFING PRODUCTS CO -Types 4, 5, SE, SGP, SAR SGP/AR SEF/AR, SMD/AR, SMD, POP, 711D, BE, BGP, BMD, 9EF, 9GP, 9MD. GCP APPLIED TECHNOLOGIES INC - Types MK -6/11Y, MX -6a Mon geote Acoustic 1, Mar okote Acoustic 5, RG, Z-116, Z-106/6. w Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. last Updated on 2017-10-26 1+R STEEL COLUMN PROTECTION Brand /Model Speaft - Than 55M gas m Ought oI'nnlod SptBo - Time Epic $coca 1200 HPG Ove Gruen -Genu 5900, 7W, Or [DOW Gas Operved HMES mmisI lines fwaitlm applaxim, most jo most at a minimum 3.0mv psi working preaum with a 3/8 archived dissent HwelengthAmldnW exrnN 150 fen wi0mut wvulting Albi Mumfieluring. SPRAY GUNS/SPRAY TIPS Bound/Medd Brand IModel Birks 1MAir1em ASM - Zip Tip Greco - Comemon Airless Gam -Amen Tips Time. SGX-20 Adon Tim -A41ess Tips Wagner-G-IONAidess You should always have a range of up sizes on hand at ajob sift same nee] sins, brain lough, IMiwl lift, and job Sire conditions all impact spray Wftem* We m'ommend ardng offip mus fmm A19.423 & 519.5D. 3.2 Fire dry, film hunt Mplro ids mwtmor m to unimproved, lismtl dome nr to rv,owgmilmo s for no,fibirating. 11 Srtull pemhwork nrdanaged arced maybe Fand-trowelled nrglnred. When doweling Lehman, tools must be kept we with "term a void awki,tg. 34 THICKNESS OF APPLICATION Albs Clad TF shall be applied W me thickness required in accordance wim the engage east dict Thickness still be measured on he basis of wet film thwat taken by fialuom mnWm probe mmdwwmrm during app]scafion All mat dam measuremmP are takm on As Elm aximcss mommodo, of application mon be orderhwin while andinal is bung insmlleq now firel, mend dry film darkness, will mill eburned dun to evapohban Ofwuter. 3.5 SAMPLE APPLICATION Ikerore mcaam wih me work me rearm ahal I a an of maeaq 11ro- .n. 93: .,neears area. Tti a«dmt ahan be wimeam p g apP appy cacti approxi Y m f 9 ) by MM1ihC[orownar'anpnssrMtive andsM1a116e subjatm Me rappmvalmbeusNuguide fm Mhr<ard lhickneas of'h finivhedwork. 3.6 cL UP Work am sell be inummmed in an apply aoeal with Scoad houueTmg ondneem Prevailing Upen anes]non of installation, all debris st Wclosed and removed them plan. 3.7 GUARANTEE 3.7.1 Manufacturer shall wemm marmot to conform m its specification, and he fres of packaging de s for a period of Sir months. 3.7.2 Applicator fill guamnm Wt the innallm]on of material conforms to mvnufimureh reoommen&tiow and prejen Speculators, antl shall major auaremee me segmenship assumed wim me msudavon for a peziW of one yea from &i ofsnealladon VAI I Albi Clad TF WATER-BASED THIN-FILM INTUMESCENT FIREPROOFING ALIN CLAD TF UL FIRE -RESISTANCE LISTINGS FIRE TEST ASTM f- 119 Protective Coatings Product Data Sheet Typical Stamm Hourly Rating Material Thickness UL Design No. Beam (haste Uses*) We x 31 1 (unremer Tical .090 in. dl[ N -So 1-112(restrained) .090 is oil N-607 Albi Clad TF is a water base improvement thin film fireproofing material for use wherever interior fireproofg will be 2 (restrained) .140 in. dR Naps exposed to view or be subject m potential damage from extemal sources. This hard, durable, abrasion resistant product has a smooth, moral finish. Albi Clad TF is ideal for application in occupied areas or other locations where solvent- Beam WIo x m 1-1/2 (unrestrained) .149 in. de N-602 base f eproofing materials catmot fie used. Because of its water -base formulation Aibi Clad TF is rally compliant with 2 (formal .149 in. Mt N.607 EPA VUC lunate and regUlation9. 3 gesmaned) .400 in. rNt UL Il -M-99 RECOMMENDED USES: column pane armee) Wa 124 1 .t oil in. d6 X.625 2 .313 in. dR %-621 Albi Clad TF is recommended for interim nae on structival steel columns and beams in areas such as: an0x49 1 .055 in tlR X-625 -Industrial planes •Colreaioral Facilities -Atriums -Power Generating Facilities t -t/2 .t32 in. do X-625 •Hospitals -Warehouses1 2 .310 in. all X-625 •sating Garages -School Gymnasiums uL Ira U� US 2-1/2 .430 in dR %-625 -Food Processing Planes -Computer Chip Menufacmring 3 She in. d6 X-625 •Comemlon eentem -Sports Methods; LISTED 3-1/2 .620 in. LR x-625 W12c120 1 .032 in. tlh X-625 FEATURES: 1-1/2 .1 De in. dh x-625 2 .192 in. dh %-625 -Factory formulated, single component. -UL listed for 1 through 3-1/2 hems to ASTM E-119. -UL LL YM for resistance to high huml heat aging. -Water-bused. Column(tivinv Semon) Si qW 1 .120 In. all x.6ze CO2i industrial atmosphere and washing. -Attractive oD-white finish. processing Ill .230 in, cift X628 •Thin film application, -I Bob Asbestos Free. 2 .370 In. on Aron •Lightweight&hammer-hard. -Will not dust, Flake or delamimWt 2-112 .520 in. cif X028 3 .660 in. d(t X.628 APPLICATION: (sere e100) 3 .625 In. all X628 Albi Clad IF is spray applied direct) from the shipping container. It is int onant to specify metal rimers that are 4 x 4 x 3/8' 2 031 tn. M X638 sP Y PP Y PPi g P Pe fy P 8x s. 1/8• 1 .119 in. cut X638 compatible with Albs Clad TF.ufa For application sites subjected m chemical . Do o spills, blue use of a topcoat is 8 x e x I/Y 2 .334 in. off %.638 required. Caveat[ main Mamufacmdng for recommended primers and topcoats. )A not apply AIN Clad TF below 50 degreesti Care mus[ be liken to Guide the material from direct rainfall. Please peter ti the ill Clad TF Fireproofing 10 x to X5/8' 1 265 in. dot %638 Application Manual and Fiend Guide for further details. Thickness of the application will depend upon the fire 2 .265 in. dh x 638 endurance sunk specified. Ambi Clad y e most be applied by qualified, fecrory-veined applicators, utilrzwg standard, 16 x 16,1/x' 1 .365 in. dh X038 heavy-duty, Pneumatic or nceewi spray equipment. bvstallatiw mart be in accopdavice with manufactum§ printed 2 .334 in.OH %63e instructions, and incompliance with specific test requiremmis. PHYSICAL PROPERTIES: 7 FA P PROPERTY TEST METHOD VALUE ' Hospitals Dry Applied Density 85 FEEa Hdness(Shore D) ASTM D2240 60-65 ,Hotel Atriums Compressive sum gth ASTM Dat 300 psi • Warehouses Cohesive/Adhesion See ngh ASTM D4541 190 psi (cohesive failure) /� • Parkin Gara Abrasion Resistance ASTM D4060 .3 gems loss g gas Impact Resistance ASTM D2794 85 insfirt • School Gymnasiums Weight per Gallon 11.5±020 fledgals •Clean Rooms ad Solids by Weight 72%+2.0% - c • Convention Centers Flame Spread ASTM E 84 2 -Class A Smoke Developed ASTMEM 5-ClassA Z/ _- E SUGGESTED SPECIFICATION 1.0 SCOPE This spxsficalion coremen covers ma usren s for edals, arcam d a inexason aapartment narrow to provide fire ;preparing dfuclure te s PBOPFRTY TEST METNOB VALUE and suppoN en im on I design dm¢and in xmwi1ioable re9uiremmis ofwo&oomenm. NMeq Mis spedfiwliun vball Dry Applied Density PC bupplmotrd byhipplabermuienmodfbudoidw, Occurrence rimgorganirLims and all oggauturliehvingjmirdieionHardness ASTM D2240 40-45 1.1 QUALIFICATION OF SUBCONTRACTORS Application ofAl6] CHtl TF fireproofing shell be perminmed by qualified, hclory-hewed magnums Compressive Strength ASTM D695 300 psi hevwg pmpaqummenl and mint" moral the insmllution in ecroNeneewim assumrnrers momma tom. Pmofofsuchqualificnimil IN Cohesive/Adhesion Strength ASTM Dal 190 psi(cohesive failure) submi5ead with bid d«umenu. a'a . Abrasion Resistance ASTM D4060 .3 grams loss 1.2 SURFACE ACCEPT ABILITY v Impact Resistance ASTM D2794 85 in716s. 1.2.1 A16i Clad Transmission moo, shall be dimlly applied to surGm am haw them pmpedy prepared torete wwe&is mipem coming. Thesmracu m'm„e,ea°,eT must be claim dry, fin farm rest, gn mnmmau gaff, duor arms, wm got will wte wish proper bonding. Weight per Gallon 11.5 se 0.20 Ibs./gals 1.2.2 All area smfacn shall be pri M with com ssible pears poor to firepmafing wNhmtia. Phenolic modiled all primer (AIM Army) or a kylic %Salitls by weight 22%t 2.0% (AIN49OW) or approved ever. 1.23 Where exiYsng poll sftel is to bei intentional m ponal with agains ml eeiding paint lurked must be cmckN for mmmobslsry revre with itdunm „F, a Flame Spread ASTM EM 2- Class A tingmmtofirepmangapplimriun. Pollow muticfiregmingmmu6cmry'a insbualimsformmplibiliN dosis. Smoke Developed ASTM F80 5 -Class A 1.3 COGRDINAnON WRH OTHER TRADES All CIW TF mail se w WtM after all steel is w place, Wt fief der", pipe work bought or hien ohshuclims are petalled so that fiteprmfing can beVpliearoallexposednnl. Other Aux TF Literature • AN Clad TF Long Form Guide Specification • AIbi Clad TF Field Application Manual IA DELIVER As STORAGE AIbi Clot TF mail In delivered to lhejroma in fctim eaW...iron. MATERIALS 2.0 FIREPROOFING Fire fang shall be applied in accmmamtee with drawing: or devoleretinist and shall cane ren to fire pmeanive rompas as omlmed by ASTM E-1191 Also goal bout these All Clad 800 AAllDdClod Albi Clad He UL263 and wort by underwriter, I m ommdro, bar ire o fireproofing produces wtume5uds; se repreofing, Low-cost, neral th Water based,patent fireproofing 3.1 COATING from Albi: wiflstands severe density m oral board intumescent fireproofing wwmescent cootie Nepmaf comlg for former me slwlbe,Um Plea IF a a mamhclmed by Albi Postcava Capitol Division of Smchw, hos. 401 weathering and abuse flat installs dry year-round for exposed wood, Berlin Sveq Best Berlin, Connmim4 USA, 06023. wallboard, and other combustible assemblies 2.2 TOPCOATING Overmalingis me requited with AIbi Clad The However, its ropmed is respond rmmlorcodmg, octal model sures preparing aping spills. a suitable topcoat shall be Utah, For unusually severe mvsmnmmts consult me progrmMg mutheatfor recmam &aims of apyopnnle topcoats. INSTALLATION®FINISH P E, 3.OINSTALLATION 3.1 AIRLESS SPRAY EQUIPMENT -PUMPB For more than five decades, Amencan made All fireproofing materials have demon - Dm m ibe prtpettiea of Albi Clad TF, we rxmnmmtl eppliutiog wail ai,leu spiny ryuipmml. My pumpa used moat be mted er a mwmum Sba[ed SY erbrmance and re iabi under a range of extreme emironmenb nu nal ddwery of 1,25 geuow per mime. This commans aromm rmed and disubuted by lM pump mawfanmem wclWiar superior RY g worldwide. These proprietary formulations also meet global building codes and insurance requirements. Lightweight All materials provide long -lam protection, ouhmndmg durability and aesthetic properties. IBC TABLE 722.2.4 TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (formed TYPESaFCONCRER i FIRE GYPSUM WALLBOARD, STEEL COLUMN COVER 1'/, Bap layed'h- type X gypoum wallboard applied! around T81Hx0.188 tube steel call ir and heldinplacewilnpapermaskingrame. Second layer lie type X gypsum x lln W Snimom applied wingspread and held in place with paper masking Upe. Face layer either 24 9 gre gevantr¢d steel column rover consisting of two L-shaped demons war maplrck U sheet steel lents or 12 go galvanized steel column havers consisting of Iwo L-shaped Cmbonah Seniors actin cop joints 1a5tened wiV, No. 8x9f Sheet metal screw512' o.c. 9 Hpzythumnts ahNg 24' between layer. 11 12 RreTest UL Naga5{tE). 71NUM9, 8 12-2}75; 9 UL NCRI5, 77NK1518; 12 UL Design X528 1 H STEEL COLUMN PROTECTION BXUV.X771 - Design5ystem /Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases As to the particular rw uiremenD mveriN the Installation and use of UL Cerflfied Products, equipment system, dee oes, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for mm lnce with applicable requirements. The published information cannot always address econstruction nuance encountered in the fold. • When field issues ansa it is recommended me Feet contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes spedfia concerning alternate materials and alternate methods of construction. • Ony products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada See General InM maWn for Fire -resistance Ratings - ANSI/UL 263 COtified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S1B1 Certified for Canada Design Criteria and Allowable Variances Design No. X771 Odober 26, 2017 Ratings - 3/4, 1, 1-1/2, 2, 3 and 4 h re Indicates such products shall bear the UL or ELL Certification Mark for jurisdictions employing the UL or ELL Certification (such as Canada), respectively. 1. Reel Pipe or Tube Column - Steel circular pipe with diameter (OD) ranging from a minimum of 3 in. to a maximum of 32 in. with a minimum wall thickness of 3/16 in. Steel square or rectangular tube with outside wall dimensions ranging imp a minimum 3 in. to a maximum of 32 in. and a minimum wall thickness of 3/16 In. The MR ratio of the steel pipe or tube (see Item 2) shall range from 0.10 to 2.0. 2. Spey -Appalled Fire ResiMWe Matedals•-Applied by mixing with water and spraying in one or more mats to steal surfaces which must be clean and free of did, loose scale and oil. Min avg and Ind density of 15/14 pef respectively. Min avg and min Ind density of 22/19 pC respectively for Types Z 106, Z-106/6. Min al and min ins density of 19/18 pd respectively for Types 7GP and 7HD. For method of density determ inatbn, see Design Information Section, preceding these designs. The hourly rating of the structural member is dependent upon the ratio of MR and the thickness of Spray-Appled Fire Resbtive Matedals, where A is the cross sectional area of the pipe or tube and P is the heated perimeter. The as ratio of a circular pipe is determined by: At pipe = d Where: d = the outer diameter of the pipe (in.) I = the wall thickness of me pipe (im) The ANT ratio of a rectangular or square tube is determined by: t(a¢b-21) Aro tube aab where: a = the outer width of the tube (in) IF = the outer kngth of the tube (in.) t = the wall thickness of the tube (in.) The thickness of Spray Applied Fire Resistive Materials for ratings of 3/4,1,1-1/2, 2, 3 and 4 Is of a steel pipe or tube can p tleterminetl by the equation: h= 4.43 asks) Where: R = the hourly rating (his). IF = the thickness of Spray Applied Fire Resistive Materials, minimum 1/4 in., maximum 3-7/8 in. ARABIAN VERMICULITE INDUSTRIES - Types MK-6/CBF, MK-6/ED, MK-6/HY, MK -6s, Sonaphone 1, Sonophone Se Z-106 Z-106/6. GCP KOREA INC - Types MK-WCBF, MK-6/ED, MK-6/HY, MK -6s. Monokote Acoustic 1, Monokote Acoustic 5, Z-106 Z-106/6. "ROK INC -Type I.D. SOUTHWEST FIREPROOFING PRODUCTS CO -Types 4, 5, SE, SGP, SAR SGP/AR SEF/AR, SMD/AR, SMD, POP, 711D, BE, BGP, BMD, 9EF, 9GP, 9MD. GCP APPLIED TECHNOLOGIES INC - Types MK -6/11Y, MX -6a Mon geote Acoustic 1, Mar okote Acoustic 5, RG, Z-116, Z-106/6. w Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. last Updated on 2017-10-26 1+R STEEL COLUMN PROTECTION Brand /Model Speaft - Than 55M gas m Ought oI'nnlod SptBo - Time Epic $coca 1200 HPG Ove Gruen -Genu 5900, 7W, Or [DOW Gas Operved HMES mmisI lines fwaitlm applaxim, most jo most at a minimum 3.0mv psi working preaum with a 3/8 archived dissent HwelengthAmldnW exrnN 150 fen wi0mut wvulting Albi Mumfieluring. SPRAY GUNS/SPRAY TIPS Bound/Medd Brand IModel Birks 1MAir1em ASM - Zip Tip Greco - Comemon Airless Gam -Amen Tips Time. SGX-20 Adon Tim -A41ess Tips Wagner-G-IONAidess You should always have a range of up sizes on hand at ajob sift same nee] sins, brain lough, IMiwl lift, and job Sire conditions all impact spray Wftem* We m'ommend ardng offip mus fmm A19.423 & 519.5D. 3.2 Fire dry, film hunt Mplro ids mwtmor m to unimproved, lismtl dome nr to rv,owgmilmo s for no,fibirating. 11 Srtull pemhwork nrdanaged arced maybe Fand-trowelled nrglnred. When doweling Lehman, tools must be kept we with "term a void awki,tg. 34 THICKNESS OF APPLICATION Albs Clad TF shall be applied W me thickness required in accordance wim the engage east dict Thickness still be measured on he basis of wet film thwat taken by fialuom mnWm probe mmdwwmrm during app]scafion All mat dam measuremmP are takm on As Elm aximcss mommodo, of application mon be orderhwin while andinal is bung insmlleq now firel, mend dry film darkness, will mill eburned dun to evapohban Ofwuter. 3.5 SAMPLE APPLICATION Ikerore mcaam wih me work me rearm ahal I a an of maeaq 11ro- .n. 93: .,neears area. Tti a«dmt ahan be wimeam p g apP appy cacti approxi Y m f 9 ) by MM1ihC[orownar'anpnssrMtive andsM1a116e subjatm Me rappmvalmbeusNuguide fm Mhr<ard lhickneas of'h finivhedwork. 3.6 cL UP Work am sell be inummmed in an apply aoeal with Scoad houueTmg ondneem Prevailing Upen anes]non of installation, all debris st Wclosed and removed them plan. 3.7 GUARANTEE 3.7.1 Manufacturer shall wemm marmot to conform m its specification, and he fres of packaging de s for a period of Sir months. 3.7.2 Applicator fill guamnm Wt the innallm]on of material conforms to mvnufimureh reoommen&tiow and prejen Speculators, antl shall major auaremee me segmenship assumed wim me msudavon for a peziW of one yea from &i ofsnealladon VAI I Albi Clad TF WATER-BASED THIN-FILM INTUMESCENT FIREPROOFING ALIN CLAD TF UL FIRE -RESISTANCE LISTINGS FIRE TEST ASTM f- 119 Protective Coatings Product Data Sheet Typical Stamm Hourly Rating Material Thickness UL Design No. Beam (haste Uses*) We x 31 1 (unremer Tical .090 in. dl[ N -So 1-112(restrained) .090 is oil N-607 Albi Clad TF is a water base improvement thin film fireproofing material for use wherever interior fireproofg will be 2 (restrained) .140 in. dR Naps exposed to view or be subject m potential damage from extemal sources. This hard, durable, abrasion resistant product has a smooth, moral finish. Albi Clad TF is ideal for application in occupied areas or other locations where solvent- Beam WIo x m 1-1/2 (unrestrained) .149 in. de N-602 base f eproofing materials catmot fie used. Because of its water -base formulation Aibi Clad TF is rally compliant with 2 (formal .149 in. Mt N.607 EPA VUC lunate and regUlation9. 3 gesmaned) .400 in. rNt UL Il -M-99 RECOMMENDED USES: column pane armee) Wa 124 1 .t oil in. d6 X.625 2 .313 in. dR %-621 Albi Clad TF is recommended for interim nae on structival steel columns and beams in areas such as: an0x49 1 .055 in tlR X-625 -Industrial planes •Colreaioral Facilities -Atriums -Power Generating Facilities t -t/2 .t32 in. do X-625 •Hospitals -Warehouses1 2 .310 in. all X-625 •sating Garages -School Gymnasiums uL Ira U� US 2-1/2 .430 in dR %-625 -Food Processing Planes -Computer Chip Menufacmring 3 She in. d6 X-625 •Comemlon eentem -Sports Methods; LISTED 3-1/2 .620 in. LR x-625 W12c120 1 .032 in. tlh X-625 FEATURES: 1-1/2 .1 De in. dh x-625 2 .192 in. dh %-625 -Factory formulated, single component. -UL listed for 1 through 3-1/2 hems to ASTM E-119. -UL LL YM for resistance to high huml heat aging. -Water-bused. Column(tivinv Semon) Si qW 1 .120 In. all x.6ze CO2i industrial atmosphere and washing. -Attractive oD-white finish. processing Ill .230 in, cift X628 •Thin film application, -I Bob Asbestos Free. 2 .370 In. on Aron •Lightweight&hammer-hard. -Will not dust, Flake or delamimWt 2-112 .520 in. cif X028 3 .660 in. d(t X.628 APPLICATION: (sere e100) 3 .625 In. all X628 Albi Clad IF is spray applied direct) from the shipping container. It is int onant to specify metal rimers that are 4 x 4 x 3/8' 2 031 tn. M X638 sP Y PP Y PPi g P Pe fy P 8x s. 1/8• 1 .119 in. cut X638 compatible with Albs Clad TF.ufa For application sites subjected m chemical . Do o spills, blue use of a topcoat is 8 x e x I/Y 2 .334 in. off %.638 required. Caveat[ main Mamufacmdng for recommended primers and topcoats. )A not apply AIN Clad TF below 50 degreesti Care mus[ be liken to Guide the material from direct rainfall. Please peter ti the ill Clad TF Fireproofing 10 x to X5/8' 1 265 in. dot %638 Application Manual and Fiend Guide for further details. Thickness of the application will depend upon the fire 2 .265 in. dh x 638 endurance sunk specified. Ambi Clad y e most be applied by qualified, fecrory-veined applicators, utilrzwg standard, 16 x 16,1/x' 1 .365 in. dh X038 heavy-duty, Pneumatic or nceewi spray equipment. bvstallatiw mart be in accopdavice with manufactum§ printed 2 .334 in.OH %63e instructions, and incompliance with specific test requiremmis. PHYSICAL PROPERTIES: 7 FA P PROPERTY TEST METHOD VALUE ' Hospitals Dry Applied Density 85 FEEa Hdness(Shore D) ASTM D2240 60-65 ,Hotel Atriums Compressive sum gth ASTM Dat 300 psi • Warehouses Cohesive/Adhesion See ngh ASTM D4541 190 psi (cohesive failure) /� • Parkin Gara Abrasion Resistance ASTM D4060 .3 gems loss g gas Impact Resistance ASTM D2794 85 insfirt • School Gymnasiums Weight per Gallon 11.5±020 fledgals •Clean Rooms ad Solids by Weight 72%+2.0% - c • Convention Centers Flame Spread ASTM E 84 2 -Class A Smoke Developed ASTMEM 5-ClassA Z/ _- E SUGGESTED SPECIFICATION 1.0 SCOPE This spxsficalion coremen covers ma usren s for edals, arcam d a inexason aapartment narrow to provide fire ;preparing dfuclure te s PBOPFRTY TEST METNOB VALUE and suppoN en im on I design dm¢and in xmwi1ioable re9uiremmis ofwo&oomenm. NMeq Mis spedfiwliun vball Dry Applied Density PC bupplmotrd byhipplabermuienmodfbudoidw, Occurrence rimgorganirLims and all oggauturliehvingjmirdieionHardness ASTM D2240 40-45 1.1 QUALIFICATION OF SUBCONTRACTORS Application ofAl6] CHtl TF fireproofing shell be perminmed by qualified, hclory-hewed magnums Compressive Strength ASTM D695 300 psi hevwg pmpaqummenl and mint" moral the insmllution in ecroNeneewim assumrnrers momma tom. Pmofofsuchqualificnimil IN Cohesive/Adhesion Strength ASTM Dal 190 psi(cohesive failure) submi5ead with bid d«umenu. a'a . Abrasion Resistance ASTM D4060 .3 grams loss 1.2 SURFACE ACCEPT ABILITY v Impact Resistance ASTM D2794 85 in716s. 1.2.1 A16i Clad Transmission moo, shall be dimlly applied to surGm am haw them pmpedy prepared torete wwe&is mipem coming. Thesmracu m'm„e,ea°,eT must be claim dry, fin farm rest, gn mnmmau gaff, duor arms, wm got will wte wish proper bonding. Weight per Gallon 11.5 se 0.20 Ibs./gals 1.2.2 All area smfacn shall be pri M with com ssible pears poor to firepmafing wNhmtia. Phenolic modiled all primer (AIM Army) or a kylic %Salitls by weight 22%t 2.0% (AIN49OW) or approved ever. 1.23 Where exiYsng poll sftel is to bei intentional m ponal with agains ml eeiding paint lurked must be cmckN for mmmobslsry revre with itdunm „F, a Flame Spread ASTM EM 2- Class A tingmmtofirepmangapplimriun. Pollow muticfiregmingmmu6cmry'a insbualimsformmplibiliN dosis. Smoke Developed ASTM F80 5 -Class A 1.3 COGRDINAnON WRH OTHER TRADES All CIW TF mail se w WtM after all steel is w place, Wt fief der", pipe work bought or hien ohshuclims are petalled so that fiteprmfing can beVpliearoallexposednnl. Other Aux TF Literature • AN Clad TF Long Form Guide Specification • AIbi Clad TF Field Application Manual IA DELIVER As STORAGE AIbi Clot TF mail In delivered to lhejroma in fctim eaW...iron. MATERIALS 2.0 FIREPROOFING Fire fang shall be applied in accmmamtee with drawing: or devoleretinist and shall cane ren to fire pmeanive rompas as omlmed by ASTM E-1191 Also goal bout these All Clad 800 AAllDdClod Albi Clad He UL263 and wort by underwriter, I m ommdro, bar ire o fireproofing produces wtume5uds; se repreofing, Low-cost, neral th Water based,patent fireproofing 3.1 COATING from Albi: wiflstands severe density m oral board intumescent fireproofing wwmescent cootie Nepmaf comlg for former me slwlbe,Um Plea IF a a mamhclmed by Albi Postcava Capitol Division of Smchw, hos. 401 weathering and abuse flat installs dry year-round for exposed wood, Berlin Sveq Best Berlin, Connmim4 USA, 06023. wallboard, and other combustible assemblies 2.2 TOPCOATING Overmalingis me requited with AIbi Clad The However, its ropmed is respond rmmlorcodmg, octal model sures preparing aping spills. a suitable topcoat shall be Utah, For unusually severe mvsmnmmts consult me progrmMg mutheatfor recmam &aims of apyopnnle topcoats. INSTALLATION®FINISH P E, 3.OINSTALLATION 3.1 AIRLESS SPRAY EQUIPMENT -PUMPB For more than five decades, Amencan made All fireproofing materials have demon - Dm m ibe prtpettiea of Albi Clad TF, we rxmnmmtl eppliutiog wail ai,leu spiny ryuipmml. My pumpa used moat be mted er a mwmum Sba[ed SY erbrmance and re iabi under a range of extreme emironmenb nu nal ddwery of 1,25 geuow per mime. This commans aromm rmed and disubuted by lM pump mawfanmem wclWiar superior RY g worldwide. These proprietary formulations also meet global building codes and insurance requirements. Lightweight All materials provide long -lam protection, ouhmndmg durability and aesthetic properties. IBC TABLE 722.2.4 TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (formed TYPESaFCONCRER RREAESISTANCE mammal 1 1'/, Y ir 4s Snimom 8 9 10 U 14 Cmbonah 8 9 10 11 12 Sad -lightweight 8 845 9 1042 12 For SI: 1 inch =25 mm. a. The minimum dimemim k pmnmd W be red" b 8 inches Far angular columns with two parallel sides at least 36 inches in length. h. The immmim, aimetown is permiuW ad be reamed W 10 iteMrs for tm8ulu columns wit we parallel seem at lean 36 inches in lahgth. GA FILE NO. BM 1137° UL 524 IMR STEEL BEAM PROTECTION BEAMS, GIRDERS, AND TRUSSES, NONCOMBUSTIBLE GA FILE NO. BM 1137 PROPRIETARYt 1 HOUR STEEL STUDS, GYPSUM WALLBOARD Base layer 1I2' prcgdNery type %gypsum bedstead applied to beam cam whet 1 -Type 5 drywall evew512'ac, Face layer 12" proprietary We I7 um wellMertl apgied le boom want Mi 15R' Type 3 cost screws 12' o.c. Jere ol(seltrdn base layer poor Seam stage Imported fan No. 24 Ends Y'sheda Iers screw attached0 9 g� ng steel pietaatbeam top Bsng1 andWE sNo. 25 "lstgage2110 Mini Lumbo looked overbeem lower tbngeend ralW q1 .) adrel atWa24'o.c. Minimum beam see WBx15. (one hoop unrepalpelyem4 RRE Amended Gypwm Company 1/2' FIREBLCC TYPE 111 �� commercial Gypsum, Inc. le? - Program Type C Gypsum Renew community • planning aarchitecture 1rT Totgee Fire Tal: UL R1319133 T-1&75: UpprogG-PGypwm Inc. Fi® OTMLC Dared an UL R 9660-7-5 AmusinNalnumComexper Natimal Gypsum Company FIRE -SHIELD GO, 1rP Gdd BordH &and FIRESHIELB Cm Bound 11-12.87; "' GyFcum WallnoaN UL MYgn_524 PABCOGypaumTernpl 1/2°FLPME CURB'& G J Gypsum Codons Corppapn cur Lot' i? TGC United Rates United 3hhs Gypsum Comparry 1/2•SHE®&am Gypsum LL U) Carrels,i FIR FIRECGOE®C Cm LLi C L/ Incepted the comparison for mora detailed information on pmprialary perhaps. 111 �� ■ KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, CCLOMDO e0M5 wxw.k.pwnmm U) FEMM Z W "' M 5 d O O G J 00 .iO �y U LL U) J FLT L LLi C L/ W C) x< LL Q Q a. W/1 Q LU W >_ �+ ,C0 lF^^ V! OO =U LU _ W 0 Eace� SOF COLO U N 037 4 �SFD ARC`F. 03.25.2021 No. Me lura 081 FEMITSUBMDTK so D Il r DJV Pmgd Designer DMB Data 08.28.2020 Job Number 218094 By RS JT CT Charged By DMB ED ASSEMBLIES Eim6nd"10 System No. W -L-1054 January 21, 2020 ANSI/UL1479 (ASTM E814) CAN/ULC 5115 F Ratings -1 and 2 Hr (Sao Items 1 and 3) FRatngs— 1 and 2 He (Sao Items 1 and 3) T Fishing —0 He FT Rating —0 He L Rising (Without Movement) at Ambient — Less Thant CFMl IT FH Rafirgs-1 and 2 He (Sea Items t and 3) L Rating (Without Movement) at 400°F—Less Than l CFM/sq it FTH Rising —0 His M Rating(Movement) — See Tables FTH Rating -0 Hr 12in. L Rating M Ambient— Less Than 5.1 Us/m] 1 0.25 in. L Rating at 204°C— Less Than 5.1 L/s/m2 SECTION A—A 1. Wall Assembly—The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner z ecifm in the individual U300 or W00 Series Wall and partition Designs in the UL Fire p gs Resistance Directoryand shall include the folbwin construction features: 9 A. Saris—Wall framing may consist of either woad studs or steel channel surds. Wood sends to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in (64 mm) wide and spaced max 24 in. (610 mm) OC For M Rising, steel studs to be min 3-5/8 in. (92 mm) wide. When steel studs are used and the tliam of timing excels the width of stud cavi tfe opening shall be framed penl9 cavity, p ick on all sides osis le fin of steel stud installed between the vmicel surds and slew -attached m the steel 9 n9 surds at each end. The framed opening in the wall shall bed to fi in. (102 to 152 mm) wider and 4 to 6 in. 102 to 152 manhigher than the dem of the penetrating dem such that when the pectoral Rem is installed in the opening, a 2 to 3 in (51 to ]fi mm) clearance is present between the penMretlng item and the framing on all four sides. B. Gypsum Beerd'-5/8 in. (16 mm) thick d It (122 cm) wide with square ortaperel edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specMl in the individual U300 or W00 Series Design in the UL Fire Resistance Directory. Max diam of ogening is 32-1/4 in. (819 man) for steel stud walls. Max dbm of opening is 14-1/2 in. (368 mm) for mod stud walk. TM1e F and FH Ratisgsoi the flreFtap system arc equal to Hw fire rating W the wall assembly. The M Rath" is applicable only to 1 lar raised wall: 2. Through -Penetrants — One real pipe, conduit or tubing to be installm either concentrically or economically within the firestop system. The annular space shall be min 0 Into cora 2-1/4 in. (57 mm). Pipe may be installed with continuous point spread. Pipe, mnduft or tubing to be rigidly supported on both sides of wall assembly. The Following types and size; of Ronalld pipes, conduits or tubing may be use: A. steel Pipe — Nam 30 in. (762 man) diam (or smaller) Schedule 10 (or hervier) sted pipe. B. Icon npo— Nom 30 in. (262 mm) tliam (or smalle0 cast or ductile iron pipe C. Canduh—Nom 4 in. (102 mm) diam (or smaller) steel dectncal metallic tubing or 6 in. (152 mm). diam steel conduit D. Copper Tubing—Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. 17 Copper Npe— Nom 6 in. (152 mm) clean (or smaller) regular (or fiesal copper pipe. 3. FBI, Vold or cavity Materials —Sealant— Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, Flush with both surfaces of wall. At the paint or continuous thread locations between pipe and wall, a min 12 In 03 mm) diam bead of fill material shall be applied at the pipe wall interface on bot surfaces of wait HILTI CONSTRUCTION CHEMICALS, DN OF HILTI INC — FSONE MAX InNmeschnt Sealant The M Rating for the Trends system is dependent on the variables as noted in the Table 1 below. Table 1 Nominal L Rating Movement Penetrant Penetrant Annular Sealant F with Direction Item Diameter Space Movement Depth Rating Movement Y 2A 2C' 2 in. Max 2-1/4 5% 5/8 in. 1 hr N/A Z 2A,2C' 12in. 1 2-1/4 in. 1 0.25 in. 1 5/8 in. 1 hr I N/A Rigid steel conduit ' Indicates such products shall bear the UL or cLIL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. LIL SYSTEM No. F -C-2081 THROUGH PENETRATION FIRESTOP System No. W -L-2186 January 22, 201 F Ratings— 1 and 2 HE (See Items 1 and 4) T Ratings — 1/2 and 1 HE (See Items 3 and 4) L Rating at Ambient - Less Than 1 CFM/sq It L Rating at 400 F - 2 CFM/sq ft SECTION A -A 1. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, W00, VQG or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory ant shall include the following construction features: A. bads— Wall framing shall consist of eitherwood studs or steel Channel studs. Woad studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. 1406 mm). Steel studs ro be min 2-12 in. f64 mm) wide and spared max 26 in (610 mm) OC. B. Gypsum Bcancel or 1 inescapably, one all of min 5/8 in. (16 mm) thick gypsum board as required in the individual Wall and Partitbn Design. For 2 hr assembly, (hero layers of min 5/8 in (16 mm) thick sum board as required in Me individual Wall and Pard[bn Design. Max diam of opening is 3 in. 6 mm. The reg 9 P s (] 7 TM1e M1ouey F Rating of the fireatop ryrtem is equal to the hourly fin rating of the wall assembly in while it is installed. 2. stated Sleeva—Otional-Max3 in. 6 mm dem Schedule 40or heaver stl eslewe Mahn-frt into (Optional) 0 PP circular opening core drilled through wall length of steel slreve to be equal m thickness of wall. 3. Through Pommm— One nom 1 in. (2S mm) than (or smalle0 SDR 9 cross-linked polyethylene (Pi tubing for n dosed systems. The tubi installed concentrical economically within the o e i (process pace between the yz riga concentrically or ea y opening. .The annulars ace between [he Nbe and the steel sleeve or wallo esti shall be min l/2 in. 13 mm ro m 9 P a ig ( ax 1-3/8 in. (35 mmy Tube to be rigidly supported on loom sides of wall assembly. When steel sleeve (Item 2) is not provided, tube may be installed at an angle not greater than 45 degrees from perpendicular. The hourly T Rating is 1/2 His and 1 Its fair 1 Hr and 2 Hr lira rated wall mambliw, respectively. 4. FII, Void or Cavity Material' -Sealant — Min 5/8 in. (16 mml and 1-1/4 in. (32 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly for 1 and 2 hr rated walls, respectively. When a steel sleeve (Item 2) is provided for assemblies with L Ratings, sealant shall be applied amund periphery of opening to cover the exposed ends of the sleeve and to lap min 1/4 in. (6 mm) onto gypsum board on each side of wall. HILTI CONSTRUCTION CHEMICALS, DN OF HILTI INC— FS -ONE Sealant or FS -ONE MAX Intumescent Sealant ' Indicates such products shall bear the UL or ELL Certification Mark for jurisdictions employing the UL or cLIL Certification (such as Canada), respectively. PENETRATION FIRESTOP System No. W -L-2244 January 21, 2020 F Ratings— 1 and 2 HE (See Item 1) T Ratings -0, 1 and 2 Hr (See Item 1) L Rating (Without Movement) at Ambient - Less Than 1 CFM/sq ft L Rating (Without Movement) at 400'F - 2 CFM/sq ft M Rating (Movement) — See Table 1 SECTION A -A L MR Assembly—The 1 and 2 hr fire reel gypsum board/stud well assembly shall be constructed of the materials and in the manner described in the individual U300, Ual V400 or W400 Series Wall and Parthion Design in the UL Fire Resistance Directory and shall include the following construction festures: A. Studs— Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of cam 2 by 4 in. (51 by 102 mm) lumber spa geed 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide by 1-3/8 in. (35 mm) deep channe s spaced max 24 inn (610 mm) OC For M Ming, and for t hr Rated walls with opening diem exceeding 3 in (76 mm), steel stutls to be min 3-5/9 in. (92 mm) wide. B. Gypsum Board•—The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specifed in the individual Wall and Partition Series Design in the UL Fire Resistance Directory. Max diam of opening's 3 in. (76 mm). For M Ming, and as an option for 1 hr F Rating only, max diam of opening is 4-3/8 in. (111 mm). The hourly Fand T Ratings a the Flrestoli s em are ual to the hourly fire rating othe wall assembly in which it is installed. The et Rating is ing 3 in. (aniy to 1 M1r rated walls and the T Rating is 0 hr. The T Rating for opening diameters exceeding 3 in (]6 mm) iso hr. 2. Through Penetrant— One nonmetallic pipe, conduit or tubing installl either concentrically or eccentrically within the Orestop system. The annular space between pipe and periphery of opening shall be min of 0 in (point contad7 to a max 5/8 in. 06 mm). As an opfion, for 1 hr F Rating. the annular space bctween Pipe and opening shall be nom 1 in. (25 mm) for cellular cure FVC penetrant and L Raring does not apply. pipe to be rigidly supported on both sides of wall assembly. The following types ant sizes of no nme illic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe— Nom 2 in. (51 mml diam (or smaller) cellular or solid core Schedule w (or heavier) pipe for use in closed (Process or supply) piping systems. B. [hlorinatW Poly linyl Chbdde (Clai — Nom 2 in. (51 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in dosed (process or supply) piping systems. 3. FII, Void or cavity Mrstai - sealant— Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall. At point contact location, a min 1/2 in. (13 mm) diam bead of fill material shall be applied to the cadVpmH2nt interface on both surfaces of the wall. HILTI CONSTRO ON CHEMICALS DN OF HILTI INC — FS -ON E MA% Intumescent Sealant The M Rating for the Trends system is dependent on the variables as noted In the Table 1 below. Table 1 Nominal Movement Penetrant Penetrant Annular Sealant F L Direction Item Diameter space Movement Depth Rating Rating Y 2A 2 in. Max 1 in. 5% 5/8 in. 1 hr WA Z 2A rain. 1 in. 0.25 in. 5/8 in. 1 hr WA * Indicates such products shall bear the UL or cLIL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. LIL SYSTEM No. F -C-2389 (continued) THROUGH PENETRATION FIRESTOP System No. W -L-3071 January 23, 2015 ANSINL14"(ASTM E814) CAWULCS115 FRating— 1 and 2 Hr (See Item l) FRating— 1 and 2 Hr (Sea Item l) TMing —1/4 and 3/4 Hr(Sae Hem l) FT Ming; —1/4 and 3/4 Hr (Sea Item t) LRMing At Ambits—less Than l CFM/sq ft FH Raring— t and 2 Hr (Sea Item t) LRMing At 400 F-4 CFM/sqH FTH Ral-1/4 and 3/4 Hr (Sea Item l) U) L Rating At Ambient — Less Than 1 CFWsq k FEMMZ L Rating At 400 F —4 CFM/sq H SECTION A—A 1. Wall Assembly—The fireratedwallboardstud wall assembly shall be Constructed of the mammals and gypsum y in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Pertl[ion Designs in The UL Fire Resistance Directory and shall include the following construction features. A. Studs— Wall framing may consist of either mod studs or steel Channel studs. Wood stutls W consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in PLUS mm) OC Steel studs m be min 2-12 in. (66 mm) wide and special max 24 in. (610 mm) ONE. B. Gypsum Beerd'-5/8 in. (16 mm) thick, d H (122 cm) wide with square or tappered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Pardtbn Design. Max Diane of opening is 3 in. 6 mm 9 P 9 The hourly F, FH Rating of the fT, FT. F Nsystern Rata is equal a the hourly Tire rating of t31 wall assemblyandin which itis installed. The se cti T. FL FTN Rating of the Oresep sateen H 1/4 and 3/4 hr fen 1 and 2 hr rated wall assemblies respectively. 2. Codes—Max two 3/C with ground No. 2/0 AWG aluminum or copper Type SER cable with polyvinyl chloride PV insulation. Cable to beri rigidly supported! on both sada of wall assemb .The annulars ace between the cables q 9 y PP nand. v and the penphey of opening shall be min 12 in. to max 1-1/2 in. (13 to 38 3. Fill Vold or cavity Material' —sealant— Installed to completely fill the annular space between the cables and gypsum wallboard on bath sides of wall. HILTI CONSTRUCTION CHEMICALS. DN OF HILTI INC— FS -One Smlant or FS -MAX Intumescent Sealant ' Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cLIL Certification (such as Canada), respectively. r KEPHART community p planning u architecture 2555 A UT eTReET DENVER COLORADO 80205 wRA victor use U) FEMMZ W M -J00 .iO F -w W p Q W a< LUQ / W 52J F— U) OW O =U W 2 /r� V Z 0 > W co M e.0 Coto 9Q 1/ DOU N 1S 037 C+��SFD � ARCH?�4 03.25.2021 No. Date Issue 08 28 PENAT SUBMITTAL ng Oi mlec rmeal DJV Pmgd Designer DMB Dare 08.28.2020 Job Num er 218094 Dra*0 9 RB JT CT Chedad ey DMB File FIRE RATED PENETRATIONS Sheer Nember AMA 1 UL SYSTEM No. F -C-1106 UL SYSTEM No. F -C-2081 UL SYSTEM No. F -C-2262 a¢ommodate drain pipe. Closet flange installed over drain piping within floor opening with flange secured to THROUGH PENETRATION RRESTOP THROUGH PENETRATION FIRESTOP THROUGH PENETRATION FIRESTOP plywood floor with steel screws. Annular space between closet flange and periphery of opening shall be 1/4 in (6 mm). System No. F -C-1106 System No. F -C-2081 System No. F -C-2262 3. dein Piping - Nom 4 in. (102 mm) diem (or smaller) Schedule 40 acrybn file butadiene styrene (ABS) or March 08, 2018 January 20, 2015 January t 5, 2015 polyvinyl chloride (PVC) drain pipe and 90 degree elbow for use in vented (drain waste or vent) piping systems. Pipe F Ratings and 2 Hr (See Item 1) F Ratio 1 HE irotalled concentrically within fineetop system. AN51/UL14>91ASTM E814) CAN/ULC 5115 9 9 I * Indicates such products shall bear the UL or cUL Certification Mark for ! 1By ,.__._. - i' .,,- jurisdictions employing the UL or cUL Certification (such as Canada), a,� a - `� �`r-c. - r..7.trl:�anl"I respectively. UL SYSTEM No. F- ee IESTOP THROUGH PENETRATION FIRESTOP 1 � 1 ' "" e i ( ' •� .� System No. F -C-2389 A aL...----e.,.._- B A �'/i•� i tune lo, 2019 -�1 I __-----------� F Rating -1 HE WS�t`O SECTION A,A, T Ratings - 0 His I" -v- 1. Floor-CCeiling Assembly -The 1 hrfire-rated solid orwss d lummajoist floor -ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor -Ceiling Designs in the UL 3 t Fire Resistance Directory. The general construction features of the floorr-ceiling assembly are summadzed below: A. Flooring System- Lumber or plywood subfloor with finish floor of lumber, plywood or Flow Topping 4 2A 2D 4 Miartun• as specified in the individual Floor -Ceiling Design. Rectangular cutout in flooring m accommodate the bathtub drain piping prem 2) to be max 8 in. (203 mm) by 12 in. (305 at Cutout to be patched on 26 2A underside of subfloor using one layer of min 3/4 in. (19 mm) thick plywood or min 5/8 in. (16 mm) thick 1 4 um board Item 1 sized m la min 2 in. 51 mm beyond each edge of rectan ular Mout Patch split 1. Floorv[eilin Asea The 1 or 2 hr fire-ratd solid or handed lumber oist floor -ceiling assembly shall be 9yoa ( P ( ) g g P 9 Assembly J 9 Y Pito two pieces at opening and hole -sawed for bathtub thein piping. Diem of opening lick sawed through 1 onrtmnd of the materials and in me manner specified in theindividua LSOO Senas Floor -Ceiling Designs in the UL patch to accommodate drain piping prem 2)to betin 25 mm)arger thanoutside deem of dein piping Fire Resistance Directory. The F and T Ratings a the fi Mpsystem is equal to Hire rating of the fborvcelling and bastioned such that the annular space between drain piping and periphery of opening is min 0 in. sh e 2C 3 and wall assemblies. The general mnstaction features of the floor -ceiling assembly are summm¢d below. (paint coact) m max 1 in 25 mm). Two pieces positioned around drain piping, with cut riga tightly A. Flowing System -lumber or plywood subfloor with finish floor or lumber, plywood or Floor Topping butted, and screw-attadldto underside of subfbor with 1-1/4in(32 mm) long smel screws spaced max6 Mixture' as specified in the individual Floor-Crling Design. Diam of opening shall be 1/2 in (13 mm) lager in. (152 num) OC. than the nam than of through -penetrant (Item 3). 1. Row -Coiling Assembly -The 1 he fire -rated solid or trussed lumber joist floor -ceiling assembly shall be B Wood Joisb• - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel °nstructd of the materials ad in the manner specified in the individual L500 Seda Fluor Ceiling Designs in the UL ED bisb•-Fort he fire -rated floor -offing assemblies nom l0 in. 54 mend or P 9 9 9 2 ) deep l deeper) joists, trusses or Structural Wood Members' with bodging as required and with ends firestopped. Fire Resistance Oig Syst The general m or nspoil of the floor -ceiling assemby am summarized! below: A, ,O, A. Flooring Systtm-Wmber or plywood subiloorwith finish floor of lumber, plywood or Flow Topping lumber, deet or combination lumber and ztedjoizq tmszas orAmctunl Woad Members•with bridging C. Gypsum Board• -Nam 5/8in(16 man) thick, 4fl(1.2par wide as spec8ied in the individual Floor -Ceiling Mixture• az specified in the individual Floor -Ceiling Design. Max deem of opening shall be 5 in. (127 mm). as required and with ends firestopided. For 2 fir fre-ratd floor -ceiling assomblia, nom 2 by 10 in. (51 by Design. 254 mm) lumbenjoidts spaced 16 in. (406 mm) OC with nom 1 by 3 in. 25 by 76 mm7 lumber bridging and B. Wood Joists• - Nom lO in. (254 mm)deep for deeps lumber, steel or combination lumber and steel with ends firestopped. 2. Drain Piping - Nam t-1/2in. (38 mm)them (or smaller)Schedule 40 acrybnndle butedkne styrene (ABS) Or joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. polyvinyl chlonde (PVC) pipe and own fittings cemented together and provided with ASS or PVC bathtub C. fumng Channels- (Not Shown) -(As required) - Resilient ga vanized steel hexing installed in waste/overflow fittings. Annular space shall be min 0 in. (point coni to mix l in. (25 mm). C. Gypsum Bond• -Min 518In. (16 mm) thick as; specified in the individual Floor -Ceiling Design. Gypsum accordance with the manner steel in the individual LSOO Same Designs in the Fire Resistance Directory. 4 board secured to wood joists or Nmng channels as specified in the individual Floor Ceiling Design. Max 3. MI, Vold or Cavity Materials•- Min 5/8 in. (16 mm) depth of fill material applied within the annulus, flush with dram of opening shall be 5 in. F 27mmi D. Gypsum Board -Thickness, type member of layers ad fasteners shall be as specified in the indhridual both surfaces of plywood or gypsum board patch. A min l2 in. (13 mm) diameter heath of sealant applied a the :40 Floor Ceiling Design. Diam ofa en shall be In. 13 mm larger than the nom diem of through- a ood or sum board interface at point mnMd location on the bottom see of patch. 9 9 opening 2 I ) g 9 PP /P Yw Ppe/gyp p P 1.floorvCeiling Assembly -Thefire-rated solid or trussed lumberjoistfloor-ceiling assembly shall be constructed penetrant 3. HIM CONSTRUCTION CHEMICALS DN OF HILTI INC- CP 606 Flexible Firesto Sealant T F5-ONESealantorFS- tA. Chaser Wel d(Optional, NotShown)m-The through penetrants (Item 2) maybe routed through ll stud a fire rod or p ( ) P type of the materials and it the manner spec@ied in ie floor toiling seder ly am Ceiling Designs in the UL Fire Resistance ONE MA%Intumesanl5ealanl DirMo .The general construction details of the foorvccli assembly a summarrted below non -rated single, double or staggered wood send/gypsum board chase wall. Depth of tease wall stud cavity Pit be ry g n nr it em ly re min l/2in. greatn than diameter of opening min sole am top plates to accommodate the through pennant 2. Chase Wall - (Opnonap-Ther ort hrfire-hatedsingle wood stud/gypsum wallboard chase wall shall be A. Flooring System - Lumberor plywood subfloor with finish floor of lumber, plywood or Flow Tapping (Item 2). The chase wall shall be mmtructed to include the following construction fezturas: constructed of the materials antl in the manner specified in the Individual U300 Series Wall and Partition Designs in Mixture• as specified in the individual Floor Ceiling Design. Max diam of floor opining is 4 in. (102 mm). A. Stuh-Nam 2 by in. (51 by 102 not 2by6 in. (51 by 152 mm), 2 by 8In. (51 by 203 mm) or double the UL Fire Resbtence Directory and shall include Rhe following connotation features: *Indicates Such products Shall bear the UL or cUL Certification Mark for nom 2 by 4 in. (51 by 102 mm) lumber studs. A. Studs- Nom 2 by 4 in. (51 by 102 mm) lumber studs. p 8. Wood Joists- Nom 2 by 10 in. (51 by 254 mm) lumberjoists spaced! 16 in. (406 mm) OC with nom 1 by jurisdictions employing the UL or CUL Certification(such as Canada), 3in. (25 by 76 mm) lumber bridging and with ands firempleed. As an answers to lumberjoists, nom 10 in. B. Saks Plate -Nam 2 by 4 in. (51 by 102 mint 2 by 6in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) ED Sole plate- Nam 2 by 4 in. (51 by 102 man) lumber plaws.D'en of opening shall be 1/2 in. (13 mm) respectively. (254 mm) deep (or deeper)lumber, steel or combination lumber ahs stat joist, trusses or Structural Woad lumber plates or double nom 2 by 4 in. (51 by 102 man)lumber plates tightly butted together. Oralar larger than the nam dram of through -penetrant stem 3). UL SYSTEM No. F -C-2263 Members• with bridging as required with ends firestopred. opening to be centered in sok plate. Sole plate to be min 1 in. (25mm) wider than diam of coming. Max THROUGH PENETRATION FlRESTOP dram of opening in sole plate is 5 in. (140 mm). C. Top Matt -The double top piece shall consist of ten nom 2 by 4 in. (51 by 102 mm) lumber plates. C. Furring Channels- (Nat shown) - Resilient galv steel Turing installed perpendicular to wood joists Diam of opening shall be 12 in. IT mm) larger than the nam dam of through -penetrant prem 3). (Item 1 B) between wallboard prem 1 D) and wood joists as required in the idividual Floor -Ceiling Design. C. Top nate-The double top plate shall consist of two and 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by System No. F -C-2263 152 mm7 or 2 by 8irt(51 by 203 mm) lumber places or double nom 2 by 4 in. (51 by 102 man) lumber D. Gypsum Bound - Thickness,type, number of layers and fasteners shall be as specified in individual Wall January 18, 2017 D. Gypsum Board• -Nam 4ft 1122 can) wide by 5/8in. IT6 mm)thickasspecifidintheindividualFloor - plates tightly butted together. Circular opining to be centered in top plate. Top plate to he min 1 in. (25mm) and Partition Design. Ceiling Design. wider Man tliam of opening. Max tliam of opening in top piece is 5-12 in. (140 mm). F Rating - 1 HE 3.Through-Perhetrants-One nom 1 in. (25 mm) them crosslinkd poyelint(PE)n SDR 9 tube for use in closed TRating-1 Hr 2. Chase Wall -The through penetam prem No. 3)shall be routed through a single, double or staggered wood rd• D. Gypsum Bea -One layer of min 12 in. IT mmin ) gypsum board. (process or supply) or secured (drain, waste or vent) piping systems. Diam of opening through flooring system and studs/gypsum board chase wall and shall future the following construction f efures: through sole and top plates of chase wall to be max 1-12 in, (38 tutu. Pipe to be rigidly supported on both sides /-. /-Vs n Nom 1/tl A. Stu - 2 by 4 in. (51 by 102 mm) or man 2 b 6 in. (51 by 152 mm) lumber studs. 2. Through Penetrants - One metallic pipe, conduit or tubing, W be installed mncentricely or eccentricely within of Boor -ceiling assembly. 1; c� / `} the opening. Thedat ram of topening shall be t in. larger than the nom dram of the penetrant The annular space ` `a / EL Sole Maw -Nam 2 by in. (51 by 102 man) or2 by 6 in. (51 by 152 mm) lumber plates. Max them of between the pipe, conduit or tubing and the pdphery of opening shall be min 0 in. (point contact) Her max 7/8 in.. 4. ML Void or Cavity Material•-Sulant- Min 12 in. 113 mm) thickness of fill material applied within the opening H 4 in (102 mm) when nom 3 in. p6 mm) them penetrants are used. Max them of opining is 3 in. (22 man). Pipe, conduct or to be rigidity supported on both sides of floor -ceiling assembly. The following types and annulus, flush with top surface of floor or sole plate and a min 12 in. (13 mm) thickness of fill material applied \ x\ ` '"se (76 mm)when nam 2 in. (51 mm) or smalb dram penhetrann are used. sizes of metallic pipes, conduits or tubing may be used within the annulus, flush with the bottom surface of the ceiling or lower top plates. \ A. Copper Tube- Nam 4 in. NO2 min) diam (or smaller) Type L (or heaver) copper tube. HIM CONSTRUCTION CHEMICALS. DN OF HIM INC- FS -ONE Sealant or IS ONE MAX Intume cent Sealant 2 by C. Top Platt - Thetes. Metop ciam olpeaninnsist of tun nom)when m in 102mm)or26yrmarann. 1 by L \ -'� �-- \- `-� '`� �'� -•`- Ss 152 mm) lumberplates. Mix diem of opining is 4 in. (102 mm) when rgm 3 is 26 mm) diem pmetrams B. Capper Pipe- Nam 4 in. (102 mm) deem (or smalld Regular (or heavier) capper pipe. I ��_ ��� `\ L+�w �`�`\� \y are used. Max tliam of opening is 3 in. (76 mm) when roam 2 in. deem pembams are used. steel Pi Nam min) (or 1a. * Indicates such products shall bear the UL or CUL Certification Mark for ^`���\�\`\`'` ------ C�\'����\'"! Pipe pipe. i \ C. Gypsum Board -Min 1/2 in.03 mm) rated or non -rated gypsum board. jurisdictions employing the UL or cUL Certification (such as Canada), ��� � _._ � D. Iron Pi Nom 4in.F 02 mm) dm(or zmalleO cast or ductile iron respectively. Pipe pipe. E. Swell Straps - (Not shown) -Safe! straps to be used when top and sole plata are discontinuous and shall meet the structural requirements of flue wall. Min 1-12 in. (38 mm) wide by 20 gauge (or heavier) E. Conduit -Nom 4in. (102 man) than (or smaller) steel electrical metallic tubing (EMT) or steel mduit Y / j� �/n i "/ galvanised steel straps used to bridge opening on both sides of wall at sole place when sole place is discontinuous at side in plywood Mac Steel straps with h M to overlap it min cr v in. (51 mm) onto sale 3. FII, Void arCav' MaterksM-Sulam-Min 3/4in. 19mm thickness ofzulanta lied within the annulus / /...//////%%%I � plate on each sitleof opening and secured tosokplate withamin of two wits orscrewsonwch side of flusNY ( ) Pe--.G,'� ,'"I opening on both sides of wall. Min 3 in. (76 mm) wide 6 20 gauge ° heavier) galvanized steel straps used annulus with the top thesurfboce ofthe Noor of gypsuale m boar and min lower p late.thickness i1/ in.(13 n[n) diamterbedthin /' 1 bridge Y 9 9 (r annulus Msh oath the bottom surface of gypsum board or lowertop plate.Amin 1/2 in. (13 mm)diameterbud of r to bodge opening on boat sides of wall at double top plate when top plate is discontinuous at opening. Steel straps to be m 10 overlap a min of 2 in. (51 mm) onto top plate on each side of opening and secured sealant applied t the penloaloonng or sole plate interface and the penetranV9YPsum board top plate interface at pointtcontact locations.tions. ,�`// to top plata with a min of two rails or screws on each sloe of opening on bora sides of wall. HIM CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 606 Flexible Fireztop Sealant FS -One Sealant or FS -ONE �J / MAX I ntumescent Sealant 3. Through Pemtra - One nonmetallic pipe to be installed either eccentrically or concentrically within the 1. floinceirnng Arsembly-The1 hrfire-rated solid or trussed lumberjoist floor -ceiling assembly shall be firesmp system. The annular space between the through penetrant and the periphery of the opening shall be a min constructed of the materials and in the manner specified in the individual L500 Sena Floor -Ceiling Designs in the UL in. (point contact) to a max of 5/8 iring 6 mm) Pipe to be rigidly supported on both sides of the floor -ceiling Fire Resistance Directory. The general cornmeal features of the floor -coling assembly are summanzed below: assembly. The following types and saes of nonmetellic pipes may be used. * Indicates such products shall bear the UL or cUL Certification Mark for A. Flooring System- Wmber or plywood subfloor with finish floor of lumbed plywoad or Flaw Topping A. Mlyvinyl Chloride(pVg Npe-Nam 3 in. (76mm) drain (or smaller) Schedule 40 solid or cellular core jurisdictions employing the UL or CUL Certification(such as Canada), Mixture• as specified in the individual FloorCeilingDesign. Max them of opening shall be 5 in. F27 mad. PVC for use in closed(pmcess or supply)or vented (drain, waste or veno piping systems. respectively. B. Wood lairts•- Nam 10 in. (254 mm) dee )lumber, smel or combination lumber am steel P (or deeper) B.Cin dose (rows or supply) a(Cg systepa-Nom3in. p6 Turn) them (or smalk05DR13.5 CPVf for joists, tosses or structural Wood MamMrs• with bridging as required and with ends firahopped. use in dosed (process or supply) piping systems. C. Gypsum Board• - Nom 5/B in (16 mm) thick, 4 ft (1.2 per wide as specified in the individual FlaocCeiling C. Acrylonitrile Butadiene Styrene (ABS) Pipe -Nam 3 in. (76 mm7 than (or smaller) Schedule 40 solid - Design. core or Daimler core ABS pipe for use in closed (process or supply) or vented! (drain, waste or vent) piping system. 2. Closet Flange - Acrylonitrile butadiene styrone (ABS) or pol)ainfil chloride fieri closet stub sized to D. Electrical Nonmetallic Tubing (Eli -Nom 2 in. (51 mm) diem (or smaller) mmgatd-wall electrical nonmetallic tubing (ENT) constructed of poy dryel Chlande (PVC) and installed in accordance with the National Electrical Code (NITA No. 70). See Smal l NwawNII o Tubing (Fled category in Ne Electrical Construction Materials Directoryfor names of manufacturers F Rating -1 Hr F Rating -1 IT r KEPHART T Ratings -1 and 2 Hr (See Item 1) I^' 1 //pp�� 63 a` `�1 •J ✓ I.LFI� /k lA,; yfYj J(4) community o planning u architecture T Rating -1 Hr I -I j ��`-s 1 4. FBI, Void ar Cavity Matedab•-SwHnt- Min 3/4 in. (19 mm7 thickness of 101 material applied vdthin the anulus, flush with the bottom surface of floor. HILTI CONSTRUCTION CHEMICALS. DN OF HIM INC- CP 606 Flexible Fireztop Sealant FS ONE Sealant or FS -ONE MAX Intumescent Sealant 5. Water Closet -(NotShown) - Floor mounted vitreous china water closet T Rating 1/4 Hr g FT Recing-1/4 He FH Rating -1 He FIN! Rating -1/4 Hr I * Indicates such products shall bear the UL or cUL Certification Mark for ! 1By ,.__._. - i' .,,- jurisdictions employing the UL or cUL Certification (such as Canada), a,� a - `� �`r-c. - r..7.trl:�anl"I respectively. UL SYSTEM No. F- ee IESTOP THROUGH PENETRATION FIRESTOP 1 � 1 ' "" e i ( ' •� .� System No. F -C-2389 A aL...----e.,.._- B A �'/i•� i tune lo, 2019 -�1 I __-----------� F Rating -1 HE WS�t`O SECTION A,A, T Ratings - 0 His I" -v- 1. Floor-CCeiling Assembly -The 1 hrfire-rated solid orwss d lummajoist floor -ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor -Ceiling Designs in the UL 3 t Fire Resistance Directory. The general construction features of the floorr-ceiling assembly are summadzed below: A. Flooring System- Lumber or plywood subfloor with finish floor of lumber, plywood or Flow Topping 4 2A 2D 4 Miartun• as specified in the individual Floor -Ceiling Design. Rectangular cutout in flooring m accommodate the bathtub drain piping prem 2) to be max 8 in. (203 mm) by 12 in. (305 at Cutout to be patched on 26 2A underside of subfloor using one layer of min 3/4 in. (19 mm) thick plywood or min 5/8 in. (16 mm) thick 1 4 um board Item 1 sized m la min 2 in. 51 mm beyond each edge of rectan ular Mout Patch split 1. Floorv[eilin Asea The 1 or 2 hr fire-ratd solid or handed lumber oist floor -ceiling assembly shall be 9yoa ( P ( ) g g P 9 Assembly J 9 Y Pito two pieces at opening and hole -sawed for bathtub thein piping. Diem of opening lick sawed through 1 onrtmnd of the materials and in me manner specified in theindividua LSOO Senas Floor -Ceiling Designs in the UL patch to accommodate drain piping prem 2)to betin 25 mm)arger thanoutside deem of dein piping Fire Resistance Directory. The F and T Ratings a the fi Mpsystem is equal to Hire rating of the fborvcelling and bastioned such that the annular space between drain piping and periphery of opening is min 0 in. sh e 2C 3 and wall assemblies. The general mnstaction features of the floor -ceiling assembly are summm¢d below. (paint coact) m max 1 in 25 mm). Two pieces positioned around drain piping, with cut riga tightly A. Flowing System -lumber or plywood subfloor with finish floor or lumber, plywood or Floor Topping butted, and screw-attadldto underside of subfbor with 1-1/4in(32 mm) long smel screws spaced max6 Mixture' as specified in the individual Floor-Crling Design. Diam of opening shall be 1/2 in (13 mm) lager in. (152 num) OC. than the nam than of through -penetrant (Item 3). 1. Row -Coiling Assembly -The 1 he fire -rated solid or trussed lumber joist floor -ceiling assembly shall be B Wood Joisb• - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel °nstructd of the materials ad in the manner specified in the individual L500 Seda Fluor Ceiling Designs in the UL ED bisb•-Fort he fire -rated floor -offing assemblies nom l0 in. 54 mend or P 9 9 9 2 ) deep l deeper) joists, trusses or Structural Wood Members' with bodging as required and with ends firestopped. Fire Resistance Oig Syst The general m or nspoil of the floor -ceiling assemby am summarized! below: A, ,O, A. Flooring Systtm-Wmber or plywood subiloorwith finish floor of lumber, plywood or Flow Topping lumber, deet or combination lumber and ztedjoizq tmszas orAmctunl Woad Members•with bridging C. Gypsum Board• -Nam 5/8in(16 man) thick, 4fl(1.2par wide as spec8ied in the individual Floor -Ceiling Mixture• az specified in the individual Floor -Ceiling Design. Max deem of opening shall be 5 in. (127 mm). as required and with ends firestopided. For 2 fir fre-ratd floor -ceiling assomblia, nom 2 by 10 in. (51 by Design. 254 mm) lumbenjoidts spaced 16 in. (406 mm) OC with nom 1 by 3 in. 25 by 76 mm7 lumber bridging and B. Wood Joists• - Nom lO in. (254 mm)deep for deeps lumber, steel or combination lumber and steel with ends firestopped. 2. Drain Piping - Nam t-1/2in. (38 mm)them (or smaller)Schedule 40 acrybnndle butedkne styrene (ABS) Or joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. polyvinyl chlonde (PVC) pipe and own fittings cemented together and provided with ASS or PVC bathtub C. fumng Channels- (Not Shown) -(As required) - Resilient ga vanized steel hexing installed in waste/overflow fittings. Annular space shall be min 0 in. (point coni to mix l in. (25 mm). C. Gypsum Bond• -Min 518In. (16 mm) thick as; specified in the individual Floor -Ceiling Design. Gypsum accordance with the manner steel in the individual LSOO Same Designs in the Fire Resistance Directory. 4 board secured to wood joists or Nmng channels as specified in the individual Floor Ceiling Design. Max 3. MI, Vold or Cavity Materials•- Min 5/8 in. (16 mm) depth of fill material applied within the annulus, flush with dram of opening shall be 5 in. F 27mmi D. Gypsum Board -Thickness, type member of layers ad fasteners shall be as specified in the indhridual both surfaces of plywood or gypsum board patch. A min l2 in. (13 mm) diameter heath of sealant applied a the :40 Floor Ceiling Design. Diam ofa en shall be In. 13 mm larger than the nom diem of through- a ood or sum board interface at point mnMd location on the bottom see of patch. 9 9 opening 2 I ) g 9 PP /P Yw Ppe/gyp p P 1.floorvCeiling Assembly -Thefire-rated solid or trussed lumberjoistfloor-ceiling assembly shall be constructed penetrant 3. HIM CONSTRUCTION CHEMICALS DN OF HILTI INC- CP 606 Flexible Firesto Sealant T F5-ONESealantorFS- tA. Chaser Wel d(Optional, NotShown)m-The through penetrants (Item 2) maybe routed through ll stud a fire rod or p ( ) P type of the materials and it the manner spec@ied in ie floor toiling seder ly am Ceiling Designs in the UL Fire Resistance ONE MA%Intumesanl5ealanl DirMo .The general construction details of the foorvccli assembly a summarrted below non -rated single, double or staggered wood send/gypsum board chase wall. Depth of tease wall stud cavity Pit be ry g n nr it em ly re min l/2in. greatn than diameter of opening min sole am top plates to accommodate the through pennant 2. Chase Wall - (Opnonap-Ther ort hrfire-hatedsingle wood stud/gypsum wallboard chase wall shall be A. Flooring System - Lumberor plywood subfloor with finish floor of lumber, plywood or Flow Tapping (Item 2). The chase wall shall be mmtructed to include the following construction fezturas: constructed of the materials antl in the manner specified in the Individual U300 Series Wall and Partition Designs in Mixture• as specified in the individual Floor Ceiling Design. Max diam of floor opining is 4 in. (102 mm). A. Stuh-Nam 2 by in. (51 by 102 not 2by6 in. (51 by 152 mm), 2 by 8In. (51 by 203 mm) or double the UL Fire Resbtence Directory and shall include Rhe following connotation features: *Indicates Such products Shall bear the UL or cUL Certification Mark for nom 2 by 4 in. (51 by 102 mm) lumber studs. A. Studs- Nom 2 by 4 in. (51 by 102 mm) lumber studs. p 8. Wood Joists- Nom 2 by 10 in. (51 by 254 mm) lumberjoists spaced! 16 in. (406 mm) OC with nom 1 by jurisdictions employing the UL or CUL Certification(such as Canada), 3in. (25 by 76 mm) lumber bridging and with ands firempleed. As an answers to lumberjoists, nom 10 in. B. Saks Plate -Nam 2 by 4 in. (51 by 102 mint 2 by 6in. (51 by 152 mm) or 2 by 8 in. (51 by 203 mm) ED Sole plate- Nam 2 by 4 in. (51 by 102 man) lumber plaws.D'en of opening shall be 1/2 in. (13 mm) respectively. (254 mm) deep (or deeper)lumber, steel or combination lumber ahs stat joist, trusses or Structural Woad lumber plates or double nom 2 by 4 in. (51 by 102 man)lumber plates tightly butted together. Oralar larger than the nam dram of through -penetrant stem 3). UL SYSTEM No. F -C-2263 Members• with bridging as required with ends firestopred. opening to be centered in sok plate. Sole plate to be min 1 in. (25mm) wider than diam of coming. Max THROUGH PENETRATION FlRESTOP dram of opening in sole plate is 5 in. (140 mm). C. Top Matt -The double top piece shall consist of ten nom 2 by 4 in. (51 by 102 mm) lumber plates. C. Furring Channels- (Nat shown) - Resilient galv steel Turing installed perpendicular to wood joists Diam of opening shall be 12 in. IT mm) larger than the nam dam of through -penetrant prem 3). (Item 1 B) between wallboard prem 1 D) and wood joists as required in the idividual Floor -Ceiling Design. C. Top nate-The double top plate shall consist of two and 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by System No. F -C-2263 152 mm7 or 2 by 8irt(51 by 203 mm) lumber places or double nom 2 by 4 in. (51 by 102 man) lumber D. Gypsum Bound - Thickness,type, number of layers and fasteners shall be as specified in individual Wall January 18, 2017 D. Gypsum Board• -Nam 4ft 1122 can) wide by 5/8in. IT6 mm)thickasspecifidintheindividualFloor - plates tightly butted together. Circular opining to be centered in top plate. Top plate to he min 1 in. (25mm) and Partition Design. Ceiling Design. wider Man tliam of opening. Max tliam of opening in top piece is 5-12 in. (140 mm). F Rating - 1 HE 3.Through-Perhetrants-One nom 1 in. (25 mm) them crosslinkd poyelint(PE)n SDR 9 tube for use in closed TRating-1 Hr 2. Chase Wall -The through penetam prem No. 3)shall be routed through a single, double or staggered wood rd• D. Gypsum Bea -One layer of min 12 in. IT mmin ) gypsum board. (process or supply) or secured (drain, waste or vent) piping systems. Diam of opening through flooring system and studs/gypsum board chase wall and shall future the following construction f efures: through sole and top plates of chase wall to be max 1-12 in, (38 tutu. Pipe to be rigidly supported on both sides /-. /-Vs n Nom 1/tl A. Stu - 2 by 4 in. (51 by 102 mm) or man 2 b 6 in. (51 by 152 mm) lumber studs. 2. Through Penetrants - One metallic pipe, conduit or tubing, W be installed mncentricely or eccentricely within of Boor -ceiling assembly. 1; c� / `} the opening. Thedat ram of topening shall be t in. larger than the nom dram of the penetrant The annular space ` `a / EL Sole Maw -Nam 2 by in. (51 by 102 man) or2 by 6 in. (51 by 152 mm) lumber plates. Max them of between the pipe, conduit or tubing and the pdphery of opening shall be min 0 in. (point contact) Her max 7/8 in.. 4. ML Void or Cavity Material•-Sulant- Min 12 in. 113 mm) thickness of fill material applied within the opening H 4 in (102 mm) when nom 3 in. p6 mm) them penetrants are used. Max them of opining is 3 in. (22 man). Pipe, conduct or to be rigidity supported on both sides of floor -ceiling assembly. The following types and annulus, flush with top surface of floor or sole plate and a min 12 in. (13 mm) thickness of fill material applied \ x\ ` '"se (76 mm)when nam 2 in. (51 mm) or smalb dram penhetrann are used. sizes of metallic pipes, conduits or tubing may be used within the annulus, flush with the bottom surface of the ceiling or lower top plates. \ A. Copper Tube- Nam 4 in. NO2 min) diam (or smaller) Type L (or heaver) copper tube. HIM CONSTRUCTION CHEMICALS. DN OF HIM INC- FS -ONE Sealant or IS ONE MAX Intume cent Sealant 2 by C. Top Platt - Thetes. Metop ciam olpeaninnsist of tun nom)when m in 102mm)or26yrmarann. 1 by L \ -'� �-- \- `-� '`� �'� -•`- Ss 152 mm) lumberplates. Mix diem of opining is 4 in. (102 mm) when rgm 3 is 26 mm) diem pmetrams B. Capper Pipe- Nam 4 in. (102 mm) deem (or smalld Regular (or heavier) capper pipe. I ��_ ��� `\ L+�w �`�`\� \y are used. Max tliam of opening is 3 in. (76 mm) when roam 2 in. deem pembams are used. steel Pi Nam min) (or 1a. * Indicates such products shall bear the UL or CUL Certification Mark for ^`���\�\`\`'` ------ C�\'����\'"! Pipe pipe. i \ C. Gypsum Board -Min 1/2 in.03 mm) rated or non -rated gypsum board. jurisdictions employing the UL or cUL Certification (such as Canada), ��� � _._ � D. Iron Pi Nom 4in.F 02 mm) dm(or zmalleO cast or ductile iron respectively. Pipe pipe. E. Swell Straps - (Not shown) -Safe! straps to be used when top and sole plata are discontinuous and shall meet the structural requirements of flue wall. Min 1-12 in. (38 mm) wide by 20 gauge (or heavier) E. Conduit -Nom 4in. (102 man) than (or smaller) steel electrical metallic tubing (EMT) or steel mduit Y / j� �/n i "/ galvanised steel straps used to bridge opening on both sides of wall at sole place when sole place is discontinuous at side in plywood Mac Steel straps with h M to overlap it min cr v in. (51 mm) onto sale 3. FII, Void arCav' MaterksM-Sulam-Min 3/4in. 19mm thickness ofzulanta lied within the annulus / /...//////%%%I � plate on each sitleof opening and secured tosokplate withamin of two wits orscrewsonwch side of flusNY ( ) Pe--.G,'� ,'"I opening on both sides of wall. Min 3 in. (76 mm) wide 6 20 gauge ° heavier) galvanized steel straps used annulus with the top thesurfboce ofthe Noor of gypsuale m boar and min lower p late.thickness i1/ in.(13 n[n) diamterbedthin /' 1 bridge Y 9 9 (r annulus Msh oath the bottom surface of gypsum board or lowertop plate.Amin 1/2 in. (13 mm)diameterbud of r to bodge opening on boat sides of wall at double top plate when top plate is discontinuous at opening. Steel straps to be m 10 overlap a min of 2 in. (51 mm) onto top plate on each side of opening and secured sealant applied t the penloaloonng or sole plate interface and the penetranV9YPsum board top plate interface at pointtcontact locations.tions. ,�`// to top plata with a min of two rails or screws on each sloe of opening on bora sides of wall. HIM CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 606 Flexible Fireztop Sealant FS -One Sealant or FS -ONE �J / MAX I ntumescent Sealant 3. Through Pemtra - One nonmetallic pipe to be installed either eccentrically or concentrically within the 1. floinceirnng Arsembly-The1 hrfire-rated solid or trussed lumberjoist floor -ceiling assembly shall be firesmp system. The annular space between the through penetrant and the periphery of the opening shall be a min constructed of the materials and in the manner specified in the individual L500 Sena Floor -Ceiling Designs in the UL in. (point contact) to a max of 5/8 iring 6 mm) Pipe to be rigidly supported on both sides of the floor -ceiling Fire Resistance Directory. The general cornmeal features of the floor -coling assembly are summanzed below: assembly. The following types and saes of nonmetellic pipes may be used. * Indicates such products shall bear the UL or cUL Certification Mark for A. Flooring System- Wmber or plywood subfloor with finish floor of lumbed plywoad or Flaw Topping A. Mlyvinyl Chloride(pVg Npe-Nam 3 in. (76mm) drain (or smaller) Schedule 40 solid or cellular core jurisdictions employing the UL or CUL Certification(such as Canada), Mixture• as specified in the individual FloorCeilingDesign. Max them of opening shall be 5 in. F27 mad. PVC for use in closed(pmcess or supply)or vented (drain, waste or veno piping systems. respectively. B. Wood lairts•- Nam 10 in. (254 mm) dee )lumber, smel or combination lumber am steel P (or deeper) B.Cin dose (rows or supply) a(Cg systepa-Nom3in. p6 Turn) them (or smalk05DR13.5 CPVf for joists, tosses or structural Wood MamMrs• with bridging as required and with ends firahopped. use in dosed (process or supply) piping systems. C. Gypsum Board• - Nom 5/B in (16 mm) thick, 4 ft (1.2 per wide as specified in the individual FlaocCeiling C. Acrylonitrile Butadiene Styrene (ABS) Pipe -Nam 3 in. (76 mm7 than (or smaller) Schedule 40 solid - Design. core or Daimler core ABS pipe for use in closed (process or supply) or vented! (drain, waste or vent) piping system. 2. Closet Flange - Acrylonitrile butadiene styrone (ABS) or pol)ainfil chloride fieri closet stub sized to D. Electrical Nonmetallic Tubing (Eli -Nom 2 in. (51 mm) diem (or smaller) mmgatd-wall electrical nonmetallic tubing (ENT) constructed of poy dryel Chlande (PVC) and installed in accordance with the National Electrical Code (NITA No. 70). See Smal l NwawNII o Tubing (Fled category in Ne Electrical Construction Materials Directoryfor names of manufacturers r KEPHART community o planning u architecture DENVER COLORADO 80205 EMM 1 Z M (y) 5W J L 00 .JO F- //Wrry� J W NQ LL Q L L W F -.L Wa `lw^^ v/ Z) 007 Ow Q =U W 2 o\Q\ Z W co ' ^ v eT eT M� Baal �Of COI �Q / DOU ASr N 037 cy4N ARCN��4 03.25.2021 No. Date Issue 0828W PERIAT SUBMITTAL r SbOx all e rnq Oh rolecf Meal Dl Pmgd Designer DMB Date aii 08.28.2020 b ser er ei 218094 avn y aii RB JT CT Cua By ei DMB The FIRE RATED PENETRATIONS Sheet Rini A0-6.12 UL SYSTEM No. F-C-2389(continued) 4. RIL Vold car Cavity Met l• -Sealant -Min 3/4in. (19 man)thickness of fill material applied within the UL SYSTEM No. F -C-7025 UL SYSTEM No. F -C-8032 THROUGH PENETRATION FIRESTOP annulus, flush with top surface of floor or sole pah.Min S/8in. (16 mal thickness of fill material also applied within THROUGH PENETRATION FIRESTOP THROUGH PENETRATION FIRESTOP the annulus, flush with bottom surface of ceiling or love rtop plate. 4. Fill, Void or Cavity Material - Shaent - Min 3/4in. (19 mm) thickness of fill material applied within the HILTI CONSTRUCTION CHEM"B. DIV OF HILTI INC- FS611A Sealant or 6 -One Sealant or FS -ONE MAX System No. F -C-7025 System No. F -C-8032 annulus, flush with top surface of floor or sole plate. Min 3/4in. (19 man) thickness of fill material applied within the Intumescent Sealant annulus, flush with bottom surface of lower top piece At point contact location out to 1/8 in. G.2 mm) annular October 09, 2006 October 21, 2004 space„ a min 1/2 in. (13 mm) two bead of fill material shall be applied at bottom surface of lower top plate. In addition, at top of floor, a min 1/2 in. (13 mm) Sam bead of fill material shall be applied at the point contact F Rating - 1 HE F Rating - 1 HE location out to 1/8 in. (3.2 ma) annular space at top of sale plate or zubflaar. Indicates such products shall bear the UL or cUL Certification Mark for T Rating - 0 HE T Rating - 1/4 HE HILTI CONSTRUCTION CHEMICALS, OM OF HILTI INC -FS -ONE -MAX Intumescent Sealant jurisdictions employing the UL or cUL Certification (such as Canada), respectively. UL SYSTEM No. F -C-3071 -p ;1� A * Indicates such products shall bear the UL or cUL Certification Mark for € %' 3 4 jurisdictions employing the UL or cUL Certification (such as Canada), THROUGH PENETRATION FIRESTOP r 3 respectively. System No. F -G-3071 Phri UL SYSTEM No. F -C3012 200]tember te, THROUGH PENETRATION FIRESTOP Sep System No. F -C-3012 F Rating - 1 Hr u j rvY )ii Eell April 06,2018 TRating -1Hr ANSINL14" (ASTM ESIQ CAN/ULC S11s C3') / i _ A. Floors g System -Lumber or pywood subfloor with finish floor of lumber plywood or Flow Topping f '� j \ \ Mizture• as specified in the individual Floor Ceiling Design. Max diam of opming shall be 11 in 2/9 mm). A €TJ ` BWeod loins•- Nom lO in. (254 mm) tlxp(or tlxper)lumber, steal or combination lumber and steal SECTION A -A a/rr/rl�ls ck ;sed '� joists, trusses or Structural Wood Members• with bridging as required and with ends 8restopped.27R `J 1 \)1.Floor-CelBng AMembly-Thelhe manner spelid or WssdlUmberjLi0 flSenew assembly shall be DesignsiyY / I f I ) j /`f / C. Gypsum Beard• -Nam 4 (t (1.22 m) witle by 5/8 in. (16 mm) Mite as speoFetl in the iMividual Floor- onstmctd of the materials and in [he manner s f d in the individual L500 Series Floor-Ceilin Desi the UL csCeiling Desgn. Gypsum board sxurd to woodjoSts orfumrg channels as spdfied intheindividualFloor- ,r/zFire Resistance Directory. The general consWction fwtures of [he fbor-ceiling assemby are summanzc below: oiling Desgn. Ma diam of opming shall be 11 in 279 mm).g Sy py m od or Flow T nt i H'SI % / / A. Flood tem -Lumber or cad subfloor with flooroflumber, plywood oppig r �A / Mixwre• as spxifid in the individual Floor Ceiling Design. Max diam of clearing shall be 5 in. x Ilh., 1A. Chase Wall- (Optional, NotShown)- The through personal (item 2) may be Recd through a t hr fire rated sin double or rd wood stud/ board chase wall. Depth of chase wall stud cavity to be min \ I\\\ B single, J9e stud/gypsum Der Try �\ I B. Wood Joists•- Nom 10 in. deep (or deeper) lumber, as steel ne combination lumber and stew joists, 12 in (13 aman) ch greater than diameter of opening can in sok and top plates a accommodate in the the through perR4aM trusses or Stmctuml Weed Members• wrtn brb nN and with mtls firesto d. ging as requi PP (Item 2). The chase wall shall be constructed of the materials and in the manner spdfld in the indyidual U300 � Series Wall and partitbn Designs in the UL Fire Resistance Directory and shall include the following constwdion C. Gypsum ewM•- Nom 4ttwide by S/B in thick as spdrfkd in the individual Floor Ceiling Design. 3 I n i Features 1€aboard secured to wood gists or channels as specified in the individual FloorCodingDesign. 4 A.Studs-Nom 2 by4in. (S1 by 102mm),2by6in(516y 152 mm),2 byBin. (51 by 203mmlordouble Gypsum f g p g g A r� $ ��/ more 2 by 4 in. (51 by 102 mm) lumber studs. -` --_ 1.Fb eiling Assembly -The 1 fir fire-ated solid or trossed lumber joist floorceiling assembly shall be tA. Chase Wall -(Optional, Not Shawn)-Thethmugh penetrants (Item 2) may be muted thraughat fir fire _ h __ B. Sole Make 2 b 4 in. (51 102 may 2 6 in. (51 b 152 mal or b 8 in. (51 6 203 mm) rated single, double or staggered wood stud/gypsum board chase wall. Depth of chase wall stud cavity to be min constructed ce the materials and in the manners strapped in the individual 600 Series Floor -Ceiling; Designs in the UL Y by by Y Y Y rTG I Ins p g g 12 in. hasewall igan diamder of uctedo the min sok and top the mastoaccommodateinhe in through pmdrent(IterronWal 2). Ilaw 71�� Fire Resistance Directory. The general construction features of the floorceiling assembly are zummarizd below: lumber plates or double nom 26y4in(51 by 102 man) lumber pieces tightly butted together. Circular C) /� 1�/./� J C A. Flooring System- Lumber or plywood subfloorwhh finish floor of lumber, plywood or Floor Topping opening to be centered in mit pate Sale plate to has mint in.(25mm) wider than diam of opening. Max and chasewallbe constructed Resistance Directory and in Me mannerspecifies! the following inthedual U300Series Wall ( / Mixm W as fid in the individual Floor -Ceiling Desi Max diam ofo min hall be 3 in. diam of opening in sole plate is 11 in. 279 am). and Partition Designs in the UL Fire Rezizhnee Directory and shall include the following construction features: - ( ///` pail ng gn. opening A. Studs -Nom 2 by 4 in, 2by6 in. or double nom 2 by 4 in. lumber studs. it \l LJ B. Wood loishl- Nom lO in. deep (or darper)lumber, steel or combination lumber and steel joists, C. Top %ece-The double Top pato shall consist of two nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 4 B. Sola New -Nom 2 by 4in., 2 by 6 in. or parallel 2 by 4 in. lumber plates, tightly bund. Max diam of 152 mm or Bin. Stb 203 mm lumber platers or double man 4in. 51b 102 mm lumber asses or Structural Wood Members' with bridging as required and with ends firestoppd. ) Y ( Y ) P Y ( Y ) opening Is 5 in. SECTION A -A plate tightly m of coming. Maxiar opening to be centered in op pate. Top plate o be min t in 125mm) wider than diam ofo min .x diam ofo min into bit is 5-12in. 140 mm. P 9 P 9 PP / ( I 1. FborCeilirg Assembly - The t or2fir fire -rated solid ortrussed lumberjoist lloorceilinq assembly shall be C. Gypsum Board•- Nom 4ft wide by 5/8 in. thick as spdi0ed inthe individual Floor -Ceiling Desgn C Top Maw - The double top plate shall consist of two nom 26y4in, Drop nom 26y6in. or two sets of constructed of the materials and in the manner specified in the individual 600Series Floor -Ceiling Designs in the UL Gypsum board secured to wood joists or turning Channels as spdifld in the Individual Floor -Cling Design. D. Gypsum Bwrd•- Thickness, type number of layers and fasteners shall be as specified in individual Wall parallel by 4 in. lumber plates,lighty butted. Max diam of opening is 5 in. Fire Resistance Directory. The general construction features of the floor -ceiling assembly are summarized below: and Partition Design. A. Flendng System- Lumber or pywaod suiflow with finish floor of lumber, plywood or Flaw Tapping 2. Mese Wall - (Optical - The through pmetrards shall be route through l hr fire -rated single double or O. Gypsum Board - Thickness, type number of layers and fasteners shall be as specified in the individual Miawm•ass Tied in the individual Floor -Ceiling Cecil diam ofo in far l or 2 hr assembly is Wall and Partition Design. specified 9 9 opening Y staggered wood stud/gypsum board diose wall constructs of the materials and in the manner specified in the 2. steel Prot -One steel duff w be installed concentrically or emenMwly within the opening. The annular space 9 2-112in. (64 mm) or 2 in, (51 ma), respectively. individual U300 Series Wall and Partition Designs in the OL Fire Resistance Directory and shall include thefollowing between the Heal duct and the periphery of opening shall be min 0 in.(0 mm, point mnhct) to max l in. R5 mm} construction features: Steel duct to be ngidy supported on both side of floor -coming assembly. The following sizes of steel ducts may be 2. Through Penetrants -One or more pipes, conduits tubing and cables to be installed concentrically or B. Wand Mists•- Nom 10 in. (254 mm) deep (or deeps) lumber, steel or combination lumber ad steel A. Studs- Nom 2 by 6 in. lumber stets. Used: eccentrically within the opening. The space between any penetrant to be min 0 in. (point contact) to max l in. The joists, tosses or Mrucwral Wand Members" with bridging as required and with ends firestopped. A. Max 10 in. 254 real dwm by min 0.019 in. (0.50 mm) Mick steel tlwt space between any pendant and the periphery of the opening shall be min 0 in. (point CoMatt) To max 1 in. Pipes, B. sok %ate- Nam 2 by 6 in. lumber pates. Max diam of opening is 3 in. conduits, tubing and cables W be rigidly supported on bath sides of floorceiling assembly. The fallowing types and C. Fuming Channels- (Not Shown) -(As required) - Resilient gadvanized steel fuming installed in B. Max 4 in. (102 mm) diam by min 0.016 in. (O.VID mm) thick steel duct sad of medallic pipes, conduits or wbirg may be Used: accordance with the manner spxBied in the individual 1.500 Sites Designs in the Fire Resistance Directory. Crop Nate- The double top piece shall Consist of Mo mm 2 by 6 in. lumber plates. Max diam of A. Copper Tube -Nom 3/4in. dam(or smaller) Type L(or heavier) copper tube. opening is 3 in. D. 3. pill, Vold or faulty Matedafe-salant- Min 3/4 in. (19 mm) thickness of sealant applied within the annulus D. Gypwm Bard• - Thickness, type comber of layers and fasteners shall be as specific in the individual flush with the tap surface of the floor or sow place. Min 5/0 in. 116 mm) thickness of sealant applied within the B. Upper Npa-Nom 3/4 in. diam (or smaller) Regular {or M1wvieO copper pipe. Floor Ceiling Design. Max diam of opming for t or 2 hr assembly is 2-1/2 in.(64 mm) or 2 in.(51 mm), D. Gypsum Bond- Thickness,type, number of layers and fasteners shall be as specific in individual Wall annulus flush with the bottom surface of gypsum board or lower top place. A min 12 in. (13 mm) diam bead of respectively. and Partition Design. sealant to be applied at the duct/subfloo sing or sale plate interface and the duct/gypsum board or top plane C. Steel MIte- Nom 3/4 in Ewa (or small Schedule 10 (or heavier) steel pipe. interface. The F Rating of the firestop system is equal to the rating of the floor -ceiling assemby. 3. Cables -Aggregate cross-sectional area of cable in opening to be max 45 percent of the cross-sectional area of HILTI CONSTRUCTION CHEMICALS, DN OF HILTI INC- CP 6W Flexible Firestop Sealant D. Iran %pa -Nom 3/4in. tliam(or smaller) cast or ductile iron pipe the opening. The annular space between the cable bundle and the pdphery of the opening to be min 0 in. (point 2. Chose Mil -(Optiona0- The through prorare Btem 3) may be routed thmugh a fire -rated or ton -rated contact)to maxi in. Cables to be rigidly supported on both sides of the wall assembly. Any combination of the E. Equal -Nom 3/4in. clean (or smaller)steel electrical metallic tubing (EMT) or steel conduit single, double or staggered wood stud/gypsum wallboard chase wall. The chase wall shall be constructed to include following types and Sizes of copper conductor cables may be used the following construction features: A. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jackett a l nd ieates such prod uets sha l l bea r the U L or eU L Certification Ma rk for 1IDM Insulation -PloON +-Nom 3/4in. thick au'ylonitrie butadiene/poyvinyl chloride(AWPW flexible foam A. Swds-Win 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. C51 by 102 mm) lumber studs. jurisdiction employing the VL or CUL Certification(such as Canada), furnished in the form of tubing. Tube insulation to be installed on cam or more of the metallic pipes culottes. B. Type RG 59/U coaxial cable with polyethylene (%) insulation and PVCjacket respectively. see Nmixs+ (OMF22) category in the Plastid Recognized Component Dinsul for names of manufacturers. Any B. Sole Raft - Nom 2 by 6 in. (51 by 152 mm) or pamllel2 by 4 in. (51 by 102 mm) lumber plates, tightly Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability butted. Max diam of opening for l or 2 hr old assembly is 2-1/tin. first mm) or 2 in. (51 mm), respectively. C.Max 3/C with ground 2/O AWG aluminum reductor SER cable with PJC insulation and jacket Classification of 94 SVA maynd used. C. Top Mate -The double Top plate sM1all consist of two mm 2 by 6 in. (51 by 152 mm) or two sets of C.Miss 3/CNo. 8 AWG copper conductor steel cld cable. 4,Ca61es- Max of two 4 pair No. 18 AWG(or smaller) cable with PVC insulation and jacket materials paallel 2 by 4 in. (51 by 102 ma) lumber plates, tightly butted. Max diam of opening for 1 or 2 hr rated assembly is 2-1/2 in. I" mm) or 2 in. (51 may respectively. E. Max 3/C No. lO with ground Type NM nonmetallic sheathd(Romex) cable with PVC insulation and jacket 5. nib Vold or Cavity Materials-swlant-Min 3/4 in. thickness of sealant applied within the annulus flush with the top surface of the floor or sole plate and min 5/8 in. thickness of sealant applied within the annulus flush with D. Gypwm Boar• -One or Two layers of min 12 in. (13 ma) gypsum board. F. Max 1 in, diam metal clad TEK cable with PVC jacket the bottom surface of gypsum board or lower top plate. A min 1/2 in. diameter bead of secant applied at the penetranglumfloonng Or sole plate interface and the penetrant/gypsum board Or tap plateinterface at paint contact 3. Cable; -In t hr fireratedassemblies, aggregate cross-sectional area of cables in opening to be rax 45 percent 4. NIL Voul or Cavity Materiale�abM-Min 1/2 in. thickness of fill material applied around through locations. of the cross-seetbnal area of the opening (ran 2 in. (51 man)diam bundle). Cables to be all supported on both penetrant within the annulus on top surface of floor or sole plate of chase wall. Min 5/8 in. thickness of fill matdal HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC- CP 605 Flexible Firestop Sealant sides of floor assembly. Any combination of the following types and sizes of copper conductors may be used: applied within the annulus, flush with the bottom surfam of the ailing or lower Top plate. Min 12 in. beatl of fill A. RG 59 axial cable with single topper conductor, cellular polyethylene cellular foam insulation and material applied at peretranVlumber interfaces at point contect locations on bottom surface of plywood or top polyvinyl chlonde (PVQjacmE Surface of sole plate and bottom Surface of ceiling or lower cap plate. * Indicates such products shall bear the IFIL or cUL Certification Mark for B Max 0/C No. 22 AWG telephone Fable with poyvinyl chloride (PVC) jacketing. HILTI CONSTRUCTION CHEMKALS, DIV OF HILTI INC - CP 606 Flexible Fireman Sealant jurisdictions employing the UL or cUL Certification (such as Canada), respectively. C. Max 2/C No. 12 AWG cable with polyvinyl chloride @VQ insulation and jacla irg. * Indicates such products shall bear the UL or cUL Certification Mark for D. Max 3/C with ground No. 2/0 AWG aluminum or copper Type SER cable with polyvinyl chloride jurisdictions employing the UL or cUL Certification (such as Canada), insulation. respectively. E. Max 3/C with ground No. 2/0 AWG Type NM cable with poyvinil chloride (PVQ insulation. F. Max WC No. 12 AWG MC (M) cable with polyvinyl chloride III insulation. G. Mae 1 in. diam medal clad TEK cable with PVC jacket. H. Max 4/C with ground No. 300 kcmil (or smaller) aluminum SER cable with PVC insulation and jacket L Through penetrating product• - Any cables, Mebl-Clad Cable+ or Attached Cabte+ currently Classrfic under the Through penetrating Products category. See Though Penetrating Product (xHL11 category in the Fire Resistance Directory for names of manufacturers. The T Rating is 1 and 1-3/4 M1r far 1 and 2 or rated assemblies, respMil for cables 3A through 3G. The T Rating is 0 M1r for cables 3H and 31. F Ratings1 and 2 Hr Item 1 - (see I F Ratings 1 and 2 Hr See Item 1 9z- I ) r KEPHART n <� I C} 'I I \ i n I community o planning u architecture (� �A Section A -A 1. Flwr-Ceiling Assembly The 1 hr fire -rated solid or Wssd lumbnjoist floor«iling assembly shall be constructedof the materials and in the manner specified in the individual _500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory. The general construction features of the floor -ceiling assembb are summarized! below: E / t T Ratings -0,1 and 1-3/4 His (See Dem 3) FT Ratings -0,1 and 1-3/4 Ar (San Item 3) FH Ratings -1 and 2 Hr (See Ihm 1) W FTI Ratings -0,1 and 1-3/4 Hr (See Item 3)I / i _ A. Floors g System -Lumber or pywood subfloor with finish floor of lumber plywood or Flow Topping f '� j \ \ Mizture• as specified in the individual Floor Ceiling Design. Max diam of opming shall be 11 in 2/9 mm). A €TJ ` BWeod loins•- Nom lO in. (254 mm) tlxp(or tlxper)lumber, steal or combination lumber and steal SECTION A -A a/rr/rl�ls ck ;sed '� joists, trusses or Structural Wood Members• with bridging as required and with ends 8restopped.27R `J 1 \)1.Floor-CelBng AMembly-Thelhe manner spelid or WssdlUmberjLi0 flSenew assembly shall be DesignsiyY / I f I ) j /`f / C. Gypsum Beard• -Nam 4 (t (1.22 m) witle by 5/8 in. (16 mm) Mite as speoFetl in the iMividual Floor- onstmctd of the materials and in [he manner s f d in the individual L500 Series Floor-Ceilin Desi the UL csCeiling Desgn. Gypsum board sxurd to woodjoSts orfumrg channels as spdfied intheindividualFloor- ,r/zFire Resistance Directory. The general consWction fwtures of [he fbor-ceiling assemby are summanzc below: oiling Desgn. Ma diam of opming shall be 11 in 279 mm).g Sy py m od or Flow T nt i H'SI % / / A. Flood tem -Lumber or cad subfloor with flooroflumber, plywood oppig r �A / Mixwre• as spxifid in the individual Floor Ceiling Design. Max diam of clearing shall be 5 in. x Ilh., 1A. Chase Wall- (Optional, NotShown)- The through personal (item 2) may be Recd through a t hr fire rated sin double or rd wood stud/ board chase wall. Depth of chase wall stud cavity to be min \ I\\\ B single, J9e stud/gypsum Der Try �\ I B. Wood Joists•- Nom 10 in. deep (or deeper) lumber, as steel ne combination lumber and stew joists, 12 in (13 aman) ch greater than diameter of opening can in sok and top plates a accommodate in the the through perR4aM trusses or Stmctuml Weed Members• wrtn brb nN and with mtls firesto d. ging as requi PP (Item 2). The chase wall shall be constructed of the materials and in the manner spdfld in the indyidual U300 � Series Wall and partitbn Designs in the UL Fire Resistance Directory and shall include the following constwdion C. Gypsum ewM•- Nom 4ttwide by S/B in thick as spdrfkd in the individual Floor Ceiling Design. 3 I n i Features 1€aboard secured to wood gists or channels as specified in the individual FloorCodingDesign. 4 A.Studs-Nom 2 by4in. (S1 by 102mm),2by6in(516y 152 mm),2 byBin. (51 by 203mmlordouble Gypsum f g p g g A r� $ ��/ more 2 by 4 in. (51 by 102 mm) lumber studs. -` --_ 1.Fb eiling Assembly -The 1 fir fire-ated solid or trossed lumber joist floorceiling assembly shall be tA. Chase Wall -(Optional, Not Shawn)-Thethmugh penetrants (Item 2) may be muted thraughat fir fire _ h __ B. Sole Make 2 b 4 in. (51 102 may 2 6 in. (51 b 152 mal or b 8 in. (51 6 203 mm) rated single, double or staggered wood stud/gypsum board chase wall. Depth of chase wall stud cavity to be min constructed ce the materials and in the manners strapped in the individual 600 Series Floor -Ceiling; Designs in the UL Y by by Y Y Y rTG I Ins p g g 12 in. hasewall igan diamder of uctedo the min sok and top the mastoaccommodateinhe in through pmdrent(IterronWal 2). Ilaw 71�� Fire Resistance Directory. The general construction features of the floorceiling assembly are zummarizd below: lumber plates or double nom 26y4in(51 by 102 man) lumber pieces tightly butted together. Circular C) /� 1�/./� J C A. Flooring System- Lumber or plywood subfloorwhh finish floor of lumber, plywood or Floor Topping opening to be centered in mit pate Sale plate to has mint in.(25mm) wider than diam of opening. Max and chasewallbe constructed Resistance Directory and in Me mannerspecifies! the following inthedual U300Series Wall ( / Mixm W as fid in the individual Floor -Ceiling Desi Max diam ofo min hall be 3 in. diam of opening in sole plate is 11 in. 279 am). and Partition Designs in the UL Fire Rezizhnee Directory and shall include the following construction features: - ( ///` pail ng gn. opening A. Studs -Nom 2 by 4 in, 2by6 in. or double nom 2 by 4 in. lumber studs. it \l LJ B. Wood loishl- Nom lO in. deep (or darper)lumber, steel or combination lumber and steel joists, C. Top %ece-The double Top pato shall consist of two nom 2 by 4 in. (51 by 102 mm), 2 by 6 in. (51 by 4 B. Sola New -Nom 2 by 4in., 2 by 6 in. or parallel 2 by 4 in. lumber plates, tightly bund. Max diam of 152 mm or Bin. Stb 203 mm lumber platers or double man 4in. 51b 102 mm lumber asses or Structural Wood Members' with bridging as required and with ends firestoppd. ) Y ( Y ) P Y ( Y ) opening Is 5 in. SECTION A -A plate tightly m of coming. Maxiar opening to be centered in op pate. Top plate o be min t in 125mm) wider than diam ofo min .x diam ofo min into bit is 5-12in. 140 mm. P 9 P 9 PP / ( I 1. FborCeilirg Assembly - The t or2fir fire -rated solid ortrussed lumberjoist lloorceilinq assembly shall be C. Gypsum Board•- Nom 4ft wide by 5/8 in. thick as spdi0ed inthe individual Floor -Ceiling Desgn C Top Maw - The double top plate shall consist of two nom 26y4in, Drop nom 26y6in. or two sets of constructed of the materials and in the manner specified in the individual 600Series Floor -Ceiling Designs in the UL Gypsum board secured to wood joists or turning Channels as spdifld in the Individual Floor -Cling Design. D. Gypsum Bwrd•- Thickness, type number of layers and fasteners shall be as specified in individual Wall parallel by 4 in. lumber plates,lighty butted. Max diam of opening is 5 in. Fire Resistance Directory. The general construction features of the floor -ceiling assembly are summarized below: and Partition Design. A. Flendng System- Lumber or pywaod suiflow with finish floor of lumber, plywood or Flaw Tapping 2. Mese Wall - (Optical - The through pmetrards shall be route through l hr fire -rated single double or O. Gypsum Board - Thickness, type number of layers and fasteners shall be as specified in the individual Miawm•ass Tied in the individual Floor -Ceiling Cecil diam ofo in far l or 2 hr assembly is Wall and Partition Design. specified 9 9 opening Y staggered wood stud/gypsum board diose wall constructs of the materials and in the manner specified in the 2. steel Prot -One steel duff w be installed concentrically or emenMwly within the opening. The annular space 9 2-112in. (64 mm) or 2 in, (51 ma), respectively. individual U300 Series Wall and Partition Designs in the OL Fire Resistance Directory and shall include thefollowing between the Heal duct and the periphery of opening shall be min 0 in.(0 mm, point mnhct) to max l in. R5 mm} construction features: Steel duct to be ngidy supported on both side of floor -coming assembly. The following sizes of steel ducts may be 2. Through Penetrants -One or more pipes, conduits tubing and cables to be installed concentrically or B. Wand Mists•- Nom 10 in. (254 mm) deep (or deeps) lumber, steel or combination lumber ad steel A. Studs- Nom 2 by 6 in. lumber stets. Used: eccentrically within the opening. The space between any penetrant to be min 0 in. (point contact) to max l in. The joists, tosses or Mrucwral Wand Members" with bridging as required and with ends firestopped. A. Max 10 in. 254 real dwm by min 0.019 in. (0.50 mm) Mick steel tlwt space between any pendant and the periphery of the opening shall be min 0 in. (point CoMatt) To max 1 in. Pipes, B. sok %ate- Nam 2 by 6 in. lumber pates. Max diam of opening is 3 in. conduits, tubing and cables W be rigidly supported on bath sides of floorceiling assembly. The fallowing types and C. Fuming Channels- (Not Shown) -(As required) - Resilient gadvanized steel fuming installed in B. Max 4 in. (102 mm) diam by min 0.016 in. (O.VID mm) thick steel duct sad of medallic pipes, conduits or wbirg may be Used: accordance with the manner spxBied in the individual 1.500 Sites Designs in the Fire Resistance Directory. Crop Nate- The double top piece shall Consist of Mo mm 2 by 6 in. lumber plates. Max diam of A. Copper Tube -Nom 3/4in. dam(or smaller) Type L(or heavier) copper tube. opening is 3 in. D. 3. pill, Vold or faulty Matedafe-salant- Min 3/4 in. (19 mm) thickness of sealant applied within the annulus D. Gypwm Bard• - Thickness, type comber of layers and fasteners shall be as specific in the individual flush with the tap surface of the floor or sow place. Min 5/0 in. 116 mm) thickness of sealant applied within the B. Upper Npa-Nom 3/4 in. diam (or smaller) Regular {or M1wvieO copper pipe. Floor Ceiling Design. Max diam of opming for t or 2 hr assembly is 2-1/2 in.(64 mm) or 2 in.(51 mm), D. Gypsum Bond- Thickness,type, number of layers and fasteners shall be as specific in individual Wall annulus flush with the bottom surface of gypsum board or lower top place. A min 12 in. (13 mm) diam bead of respectively. and Partition Design. sealant to be applied at the duct/subfloo sing or sale plate interface and the duct/gypsum board or top plane C. Steel MIte- Nom 3/4 in Ewa (or small Schedule 10 (or heavier) steel pipe. interface. The F Rating of the firestop system is equal to the rating of the floor -ceiling assemby. 3. Cables -Aggregate cross-sectional area of cable in opening to be max 45 percent of the cross-sectional area of HILTI CONSTRUCTION CHEMICALS, DN OF HILTI INC- CP 6W Flexible Firestop Sealant D. Iran %pa -Nom 3/4in. tliam(or smaller) cast or ductile iron pipe the opening. The annular space between the cable bundle and the pdphery of the opening to be min 0 in. (point 2. Chose Mil -(Optiona0- The through prorare Btem 3) may be routed thmugh a fire -rated or ton -rated contact)to maxi in. Cables to be rigidly supported on both sides of the wall assembly. Any combination of the E. Equal -Nom 3/4in. clean (or smaller)steel electrical metallic tubing (EMT) or steel conduit single, double or staggered wood stud/gypsum wallboard chase wall. The chase wall shall be constructed to include following types and Sizes of copper conductor cables may be used the following construction features: A. Max 25 pair No. 24 AWG telephone cable with PVC insulation and jackett a l nd ieates such prod uets sha l l bea r the U L or eU L Certification Ma rk for 1IDM Insulation -PloON +-Nom 3/4in. thick au'ylonitrie butadiene/poyvinyl chloride(AWPW flexible foam A. Swds-Win 2 by 6 in. (51 by 152 mm) or double nom 2 by 4 in. C51 by 102 mm) lumber studs. jurisdiction employing the VL or CUL Certification(such as Canada), furnished in the form of tubing. Tube insulation to be installed on cam or more of the metallic pipes culottes. B. Type RG 59/U coaxial cable with polyethylene (%) insulation and PVCjacket respectively. see Nmixs+ (OMF22) category in the Plastid Recognized Component Dinsul for names of manufacturers. Any B. Sole Raft - Nom 2 by 6 in. (51 by 152 mm) or pamllel2 by 4 in. (51 by 102 mm) lumber plates, tightly Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability butted. Max diam of opening for l or 2 hr old assembly is 2-1/tin. first mm) or 2 in. (51 mm), respectively. C.Max 3/C with ground 2/O AWG aluminum reductor SER cable with PJC insulation and jacket Classification of 94 SVA maynd used. C. Top Mate -The double Top plate sM1all consist of two mm 2 by 6 in. (51 by 152 mm) or two sets of C.Miss 3/CNo. 8 AWG copper conductor steel cld cable. 4,Ca61es- Max of two 4 pair No. 18 AWG(or smaller) cable with PVC insulation and jacket materials paallel 2 by 4 in. (51 by 102 ma) lumber plates, tightly butted. Max diam of opening for 1 or 2 hr rated assembly is 2-1/2 in. I" mm) or 2 in. (51 may respectively. E. Max 3/C No. lO with ground Type NM nonmetallic sheathd(Romex) cable with PVC insulation and jacket 5. nib Vold or Cavity Materials-swlant-Min 3/4 in. thickness of sealant applied within the annulus flush with the top surface of the floor or sole plate and min 5/8 in. thickness of sealant applied within the annulus flush with D. Gypwm Boar• -One or Two layers of min 12 in. (13 ma) gypsum board. F. Max 1 in, diam metal clad TEK cable with PVC jacket the bottom surface of gypsum board or lower top plate. A min 1/2 in. diameter bead of secant applied at the penetranglumfloonng Or sole plate interface and the penetrant/gypsum board Or tap plateinterface at paint contact 3. Cable; -In t hr fireratedassemblies, aggregate cross-sectional area of cables in opening to be rax 45 percent 4. NIL Voul or Cavity Materiale�abM-Min 1/2 in. thickness of fill material applied around through locations. of the cross-seetbnal area of the opening (ran 2 in. (51 man)diam bundle). Cables to be all supported on both penetrant within the annulus on top surface of floor or sole plate of chase wall. Min 5/8 in. thickness of fill matdal HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC- CP 605 Flexible Firestop Sealant sides of floor assembly. Any combination of the following types and sizes of copper conductors may be used: applied within the annulus, flush with the bottom surfam of the ailing or lower Top plate. Min 12 in. beatl of fill A. RG 59 axial cable with single topper conductor, cellular polyethylene cellular foam insulation and material applied at peretranVlumber interfaces at point contect locations on bottom surface of plywood or top polyvinyl chlonde (PVQjacmE Surface of sole plate and bottom Surface of ceiling or lower cap plate. * Indicates such products shall bear the IFIL or cUL Certification Mark for B Max 0/C No. 22 AWG telephone Fable with poyvinyl chloride (PVC) jacketing. HILTI CONSTRUCTION CHEMKALS, DIV OF HILTI INC - CP 606 Flexible Fireman Sealant jurisdictions employing the UL or cUL Certification (such as Canada), respectively. C. Max 2/C No. 12 AWG cable with polyvinyl chloride @VQ insulation and jacla irg. * Indicates such products shall bear the UL or cUL Certification Mark for D. Max 3/C with ground No. 2/0 AWG aluminum or copper Type SER cable with polyvinyl chloride jurisdictions employing the UL or cUL Certification (such as Canada), insulation. respectively. E. Max 3/C with ground No. 2/0 AWG Type NM cable with poyvinil chloride (PVQ insulation. F. Max WC No. 12 AWG MC (M) cable with polyvinyl chloride III insulation. G. Mae 1 in. diam medal clad TEK cable with PVC jacket. H. Max 4/C with ground No. 300 kcmil (or smaller) aluminum SER cable with PVC insulation and jacket L Through penetrating product• - Any cables, Mebl-Clad Cable+ or Attached Cabte+ currently Classrfic under the Through penetrating Products category. See Though Penetrating Product (xHL11 category in the Fire Resistance Directory for names of manufacturers. The T Rating is 1 and 1-3/4 M1r far 1 and 2 or rated assemblies, respMil for cables 3A through 3G. The T Rating is 0 M1r for cables 3H and 31. INo �o r KEPHART community o planning u architecture Mai2555 A ALNUU STREET DENVER COLORADO 80205 EMMZ 1 W M 5 J 00 O ERRS Z Ld // rr�S V ' 1 W N�N L.L Q W Q= LUQ i/ 1 W v, U Z) 0 Y) OO =U W W 2 /r� V Z 0> W co Vf n M M� Eaa� 0OF CD<O �Q / DOU AS• N 037 cy��SFD � ARCN��4 03.25.2021 No. Date lessee 08 28 PERMIT SUBMITTAL r 7 all e rnq Oh ruled m7 Dl Hared Designer DMB Date Mai 08.28.2020 Job snorter Mai 218094 DovnBy Mai RB JT CT Corkedey Mai DMB Title Mai FIRE RATED PENETRATIONS Shee(Nember AO -6.13 THIS DNGRNn INDICATES BOTTOM OF HORIZONTAL CONTROL INFORMATION $ MWDNGACCESUS LOunOM LOWEST of EINIRJNMENFK WNIRa 25M WALNUTSTREET DENVER, COLORADO MON xww.bl,Henmm ITCWE #WTETG RECEPTACLE MOWYT IN Y orae aF NTHES q AND TYPEFIREV AND TYFE'A'OND T/PE% UNITS UNITS. ---------------- (ED' - - - AEF£RTG EIECC DMW NRB AND AIDE ABLE FOR R ADDITIONAL REQUIREMENTSFOR"ENCISBONO EIRINTE KITCHEN AND THROUGHOUT THE UNIT[EEO O ALLDNEN OMMETOFKE MNNH:DIMENSp WATOAENOT WA MM MMNME MISSOURI ALLL3 (ENVIRONMENTAL MENTTALLOCATICCONPI SWITCHES ME AEOUIRED TO BE IN ON AT FACT (1) ELECTRICAL WILEr A REWRM TO BE IN AN ACCE3WBLE LOCATIp1 AT E MYSE)CTION OF COUNTERTOP DYER ICY MT INTERRUPTED BY A SINK OR APPLIANCE NUENGT WHEN LOCATED ADJACENT TO A REFIRGERATOR, CORIER OF THE OR ODERRUCTION. SUCH SW TINES AND CARER MOST BE LOCATED AS FOLLLOWS ;BMIIAR MIN. OF tt FROM COUNTER E W E TO CENTERLINE OF SWITCH OR OUTLET. O MIffi.KbM'ER ROFTIN�CALLYTORIENTEDRWALL SURFACE 70 ECEPTACLREBOF SWITCH OR THIS DIMENSION B SHALL BE MEISURS) TO THE CENTERLINE OE OUTLETS ANFOR PT THE OUTLET NEAREST THE CORNER © MIN Of 12- FROM COUNTER EDGE AT REFRIGERATOR TO CFMERLNE OF OMIN 6H'FROM COUNTER RIDGE TO COUNTER EDGE REQUIRED FOR WCM SINE MIttH M WMU CONDMWIBOR C -ON FEFR WRMCP OPURTTHERTRAR�sAT MANHATTAN "Irnl'TWZYFWi LYY oMTTHEwv�ar%wu�WxieRMDEo �i 12 -MIN also > 8'MIN. f 31 DO\ $ © 3a" SECTION NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAMMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDEML FAIR HOUSING ACT RED.2 2. ICC/ANSIAII].1-MOSS SECTION W] L� E� T -STAT ELECTRICAL PANELBOARDS BOTTOM OF BOTTOM OF i $ RECEPTACLES LOWEST community • planning aarchilecors 25M WALNUTSTREET DENVER, COLORADO MON xww.bl,Henmm CIO RECEPTACLE "' q GUARDRAILS OR OTHER BARRIERS MUST BE PROVIDED WHERE VERTICAL CLEARANCE IS LESS THAN 80" ABOVE THE FLOOR. THE LEADING EDGE OF SUCH GUARDRAIL $HALL BE 27" MAX. ABOVE FINISHED FLOOR PER ANSI SEC. 307 4 NOTE: GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE UNITS ALLOWED BY ANSI SEC. 3072 AND 307.3 COMMON AREAS, TYPE 'A' &'B' UNITS 1, LIGHTING CONTROLS, ELECTRICAL PANELBOARDS, ELECTRICAL SWITCHES ANDRECEPTACLEOUTLETS. SYSTEMS SHALL COMPLY WITH ANSI SECTION 309. AT ANSI TYPE'A' UNITS, REACH RANGES PER ANSI SECTION 300 SHALL ALSO APPLY TO APPLNNOE CONTROLS, OPERATING HARDWARE FOR OPERABLE WINDOWS. AND PLUMBING FDOURES. 2, PROVIDE 30X40" CLEAR FLOOR SPACE PERPENDICULAR TO WALL FOR FORWARD REACH CONTROLS. 3, BOTTOM OF RWW'I ELECTRICAL BOX AT 15"MIN.AFF. 4, TOP OFROUGH ELECTRICALBOX AT46- M CK, AFF. 5. ELECTRICAL PANELBOARDS SHALL NOT FINISHED FLOOR - - BE REQUIRED TO COMPLY WITH SECTION 309.4 (OPERATION). NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAMMUM OR MINIMUM ARE ABSOLUTE. ICCIANSI h V O RIMS COMMON AREAS, TYPE W &'B' UNITS ry 1 III ILIICARPET OR CARPET In LE SHALL HAVE LEVEL C TEXTUREDCOP, LEVE UT FILE, OR LEVEL LOOP LUT/UNCUT PILE TEXTURE. PILE SRALL BE I?MAX. EXPOSED EDGES SHAJL BE SECURED TO FLOOR AND HAVE TRIM ALONG ENTIRE LENGTH OF EXPOSED CARPET ON FLOOR SURFACES EDGE. EDGE TRIM SRALL COMPLY WITH SECTION MI SECTION 3022 VERTICAL LEVEL ANSI A117,1-2009 SECTION 303.2 CHANGES IN LEVEL IN FLOOR SURFACE GREATER M THAN 112- IN HEIGHT ISRAEL BE RAMPED AND SHALL ` 1C COMPLY WITH ANSI ANP.14fIf195ECTICN 40508406. C 1� BEVELED CHANGES IN LEVEL ANSI A117.1-2008 SECTION 3033 1 \IIVIILIY VVILLIV C VI\IV V1 KV11/\IYV VV IIY LVV VL 8 NTS COMMON AREAS, TYPE W &'B' UNITSCOMMON AREAS, TYPE W &'B' UNITS CHI I PUT, I ED MIKE U LOW SIDE REACH LIMITS 30F MIN z I I I 14 ' L m I 2 v I I L J %M SPACE. PARALLEL APPROACH SIDE REACH RANGES 8"MIN a 30 -MIN COUNTER DEPTH MAX. 30"MIN. MF MIN FORWARD REACH RANGES NOTE: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, A CLEAR FLOOR SPACE COMPLYING WITH ANSI SECTION 385 SHALL EXTEND BENEATH THE OBSTRUCTING ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. NOIE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. ICC /ANSI A1P.1-MCAS SECTION 388 2. FEDERAL FAIR HOUSING ACT REQ.5 COMMON AREAS, TYPE W &'B' UNITS 32'32' MIN, � HINGED DOOR NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT NEED 2. ICGANSI A 117]-2 W 8 SECTICN 4M DOOR 3 NTS COMMON AREAS, TYPE W &'B' UNITS PULL SIDE L PULL SIDE FRONT APPROACHES X PUSH SIDE > NOTES: X-V,WP, X=1Y IF DOOR HAS BOTHACLOSERAND LATCH. PUSH SIDE ................ g..-.-.-.-.-...-. -. w k O U Em X v i :22 MIN HINGE SIDE APPROACHES NOTES: X=V,WP, X -1Y IF DOUR HAS BOTHACLOSERAND LATCH. LATCH SIDE APPROACHES NOTES: CLEARANCES ARE REQUIRED AT ALL DOORS IN COMMON AREAS. ANSI TYPE 'N UNITS AND THE PRIMARY ENTRANCE DOOR AT FHAJANBI TTPE'BUNITS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT RED.3 2. ICC/ANSI A19d 20SS SECTION 404 2 1 "I l NTS COMMON AREAS, TYPE'A' &'B' UNITS O 3C 2 STARTING MORE THAN 27' ABOVE FINISHED FLOOR WITH A HEIGHT NOT MORE THAN 80C MAX. ARE PERMITTED TO PROTRUDE 4- HORIZONTALLY INTO A CIRCULATION PATH PER ANSI SEC. 307.2. PROTRUDING OBJECTS CANNOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. NOTES: 1, HANDRAILS ARE PERMITTED TO PROTRUDE 41/2- MAX. 2. DOOR CLOSERS AND DOOR STOPS ME PERMITTED TO BE ]8 -MIN. ABOVE FINISHED FLOOR 3. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED BY ANSI SEC. 3072 AND 307.3 NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE HOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDSIS ACT : 1. FEDEMLFAIRHOU ECIDON30.2 2. ICOANSI A11 ].1 -MOSS SECTION W] COMMON AREAS, TYPE 'Am &'B' UNITS 111 �� ■ KEPHART community • planning aarchilecors 25M WALNUTSTREET DENVER, COLORADO MON xww.bl,Henmm CIO Z W M d O 00 F ION W w C) LL Q W Q= Uj W 0 r� OOw =U _ W 0 > E� SOF COLO B N 037 4 \�SFD ARC`F- 03.25.2021 No. Me Issue 10,16.19 IDD%DD NAM PERM UBMITTK Y 0 RAT 9 1n O mN DJV PIj9HDogrer DMB 4N 08.28.2020 USA Number 218054 Drown By RS JT CT CIIxME By DMB rm0 GENERAL ACCESSIBILITY DETAILS - COMMON AREAS/ TYPE'A'/TYPE'B' sheetNuR6er AO=8M0 HALL LANTERN SIGNALS FLOOR IANDING JAMB SIGNAGEIREOUIREDON BOTH SIDES OF JAMB) HALL CALL BUTTON ELEVATOR DOOR WITH AUTOMATIC REOPENING DEVICE NOTE: ELEVATOR CONTROLS SHALL COMPLY WITH Man 117.1 SEC. 407 1, CALL BUTTONS SHALL BE RAISED OR RUSH AND SHALL HAVE MAX. HEIGHT OF 40' AFF TO THE CENTER OF THE TOP CALL BUTTON. CALL BUTTONS SHALL BE A MIN. 34• DM. 2, HALL SIGNALS SHALL BE INSTALLED AT 7y MIN. AFF HALL SIGNALS SHALL HAVE BOTH AUDIBLE AND VISIBLE SIGNALS. THE VISIBLE ELEMENT SHALL BE A MIN, 210' DIA. AUDIBLE SIGNALS SHALL HAVE A FREQUENCY OF 1500HZ MAX AND HAVE A MIN. EBA OF 10 BUT SHALL NOT EXCEED W ERA. 3, HOISTWAY SIGNAGE SHALL HAVE TACTILE CHARACTERS AND NOT BE LESS THAN T IN HEIGHT A TACTILE STAR SHALL BE USED TO INDICATE THE GROUND LEVEL. 1/2" = 1'-0" ;KBPI6[BT7d :I El NOTE: ELEVATOR CONTROLS SHALL COMPLY WITH ANSI 117A SEC. 407 1. CAR CONTROL BUTTONS SHALL BE RAISED OR RUSH AND SHALL HAVE MAX. HEIGHT OF AT AW TO THE CENTER OF THE TOP CALL BUTTON AND A MIN. HEIGHT OF 3S AW TO THE CENTER OF THE BOTTOM BUTTON. CAR CONTROL BUTTONS SHALL BE A MIN. 314" DIA. 2. CAR CONTROL BUTTONS SHALL BE IDENTIFIED BY TACTILE CHARACTERS COMPLYING WITH ANSI 117.1 SECTION 703.3 3, AUDIBLE AND VISIBLE CAR POSITION INDICATORS SHALL BE PROVIDED ABOVE THE CAR CONTROL PANEL OR ABOVE THE DNR AND COMPLY WITH ANSI I17.1 SEC 40749 4, TWO WAY EMERGENCY COMMUNICATIONS SHALL BE PROVIDED PER ANSI 1171 SECTION 407AA0 AND ASMEIANSI A1] 1. THE MAX. HEIGHT OF THE EMERGENCY COMMUNICATION DEVICE SHALL BE WAND $HALL BE IDENTIFIED WITH TACTILE CHARACTERS Kai LTiIIT, P]111F C14_161 PLACE STAR BESIDE MAN EXIT FLOOR NUMBER NOTE: LETTERS AND NUMERALS SHALL BE RAISED Il UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED BY TACTILE BRAILLE SIGNAGE. RAISED CHARACTERS SHALL BE AT LEAST 51&• TALL BUT NO TALLER THAN T. NOTE: HALL CALL BUTTONS CENTERED 42• AFFABSOLUTE. COMMON AREAS SIGN NOTES: V AN 515' MIN. NUMERICAL SIZE ■ KEPHART RAISED CHARACTERS TO community • planning aarcl ilecturs 25M WALNUT STREET DENVER, COLORADO III xx mmM1enmm BE WHITE ON BLACK NOTE: TEXT TO READ AS STAIR IS BACKGROUND WITH 40 5 CORRESPONDING TACTILE BRAILLESIGNAGE 2 O 3 NUMBERED PER DOCUMENTS l /"K C O 34' CAR BUTTONS RNSEDICONIRCL OD QO THE SURROUNDING AND SHALL BE ILLUMINATED PLACE STAR BESIDE MAN EXIT FLOOR NUMBER NOTE: LETTERS AND NUMERALS SHALL BE RAISED Il UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED BY TACTILE BRAILLE SIGNAGE. RAISED CHARACTERS SHALL BE AT LEAST 51&• TALL BUT NO TALLER THAN T. NOTE: HALL CALL BUTTONS CENTERED 42• AFFABSOLUTE. COMMON AREAS SIGN NOTES: V AN 111 �� ■ KEPHART community • planning aarcl ilecturs 25M WALNUT STREET DENVER, COLORADO III xx mmM1enmm 1. A SIGN SHALL BE PROVIDED AT EACH FLOOR NOTE: TEXT TO READ AS STAIR IS NOTE: TEXT TO READ PER APPLICABLE Z L MM LANDING IN EXIT ENCLOSURES CONNECTING NUMBERED PER DOCUMENTS 5U LL00 RWM DESIGNATION MORE THAN (3) STORIES DESIGNATING FLOOR NOTE TEXT TO READ AS APPLICABLE (SIGN REPRESENTATIONAL ONLY) F- IO1 W W C) LEVEL, TERMINUS OF THE TOP AND BOTTOM FOR EACH FLOCK LEVEL a.Q LLI Q LUQ OF THE EXIT ENCLOSURE AND NOTE: TEXT TO READ FOR NUMBER OF O Vl� OI1/1 =U W IDENTIFICATION OF THE STAIR OR RAMP. ACTUAL LEVELS PER STAIR PIAN 0 > W OM1 Sl - SIGNAGE SHALL ALSO STATE STORY OF AND NOTE BRAILLE TO READ PER E� SOF C040 J DIRECTION TO THE EXIT DISCHARGE AND APPLICABLE STAIR PIANS 037 4 �SFD ARC`F. 03.25.2021 No. Dareko mt&.l9 AVAHABIUTYOF ROOFACCESS FROM THE 4028.20 ENCLOSURE FOR THE FIRE DEPARTMENT. (SIGN REPRESENTATIONAL ONLY) SIGN SHALL BE LOCATED 5 -FT. ABOVE FLOOR DJV Pmgd Oeaigner DMB DAN 08.28.2020 Job Number 218094 LANDING IN A POSITKIN READILY VISIBLE eeeeee RB JT CT ChxMEBy eeeeee DMB Title GENERAL ACCESSIBILITY DETAILS - COMMON AREAS/ PARKING WHEN OWNS ARE IN THE OPEN AND CLOSED M1eet NUlr6Pr IA0-8 M 1 POSRIONS. PER IBC SECTION 1022.8, 2. FLOOR LEVEL IDENTIFICATION SIGNS IN TACTILE CHARACTERS COMPLYING WITH CHAPTER 11 SHALL BE LOCATED AT EACH FLOOR LEVEL LANDING ADJACENT TO THESIGN NOTES: DOOR LEADING FROM THE ENCLOSURE INTO THE CORRIDOR TO IDENTIFY THE FLOOR 1, IDENTINCATKIN SIGNS SHALL BE PROVIDED AS LEVEL. PER IBC SECTION 1022 S. REWIRED BY 2010 ADA DESIGN GUIDELINES, CHAPTER 7. ICGANSI At 17.1 SECTION CHAPTER 7, 3. STAIR LEVEL IDENTIFICATION SIGNS SHALL BE ¢ PROVIDED AS REQUIRED BY ANSI SECTION AND THE INTERNATIONAL BUILDING CODE. N W ORD y w 2. SIGNS CONTAINING TACTILE CHARACTERS SHALL FJ 4. SIGNS CONTAINING TACTILE CHARACTERS H IIrUk i BE LOCATED SO THAT A CLEAR FLOOR AREA IT MIN. X IT MIN., CENTERED ON THE TACTILE 3 0 z SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA IT MIN. X IT MIN., CENTERED ON THE o CHARACTERS, IS PROVIDED BEYOND THE ARC OF p TACTILE CHARACTERS, IS PROVIDED BEYOND p ANY DOOR SWI NG BETWEEN THE CLOSED POSITION O O w AND 45 DEGREE WEN POSITION. J j THE ARL OF ANY DOOR SWING BETWEEN THE p CLOSEDPOSRION AND 45 DEGREE OPEN _ z 3. TACTILE CHARACTER HEIGHT SHALL BE EST MIN. AND2•MAX m POSITION. � 5. TACTILE ER HEIGHT SHALL BE 6118' 4. TACTILE CHARACTERS SHALL BE RAISED In?. p ¢ MIN.AN 2 -MSX. BRAILLE DOTS SH4L BE RAISED 1140'. O R O 8. TACTILE CHAIRACTERS SHALL BE RAISED CHARACTERS O 0 z v rrJ_ 1132', BRAILLE DOTS SHALL BE RAISED 1140'. w z !l F $ c m INFORMATION ISFORREFERENCE STORAGE PACIVIE TO BEAPPROVED BYDEFERRED SUBMITTAL INFORMATgN SHOWN FOR REFERENCE ONLY. SIGNAGE TO RE APPROVED OEFERREO SUBMITTAL SUBMR SUBSHOWN INEWARONLY. SUBMIT ALL SIGNAGE TOOWNERIARCHITFCT FOR REVIEW PRbRT01NSTALUFABRICATON. ALL SIGNAGE TO ONNEWARCHITECi OR REVIEW FOR REVIEW PRpR TOIN3TALL+FABRICATON, UJ NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT NOTE: ALL MMENSMNS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: REFERENCED STANDARDS: 1. INTERNATIONAL BUILDING CODE SECTIONS 1023.9 ANO 1111 1. IOCIANSI AH7.1-2009 SECTION Z03 2. ICCIANSI Al 17A 2009 SECTION 703 2. 2010 PDA DESIGN GUIDELINES GRAPIER T ENCLOSED STAIR SIGNAGE MISCELLANEOUS ROOM SIGNAGE 1/2" = 1'-0" COMMON AREAS 1/2" = 1'-0" COMMON AREAS TEXT TO READ PER APPLICABLE ROOM DESIGNATION BRAILLE TO READ PER APPLICABLE SIGNAGE REQUIREMENTS (SIGN REPRESENTATIONAL ONLY) EXITSTAIRD N Rid RESERVED PARKING R78C AT VAN STALLS CEMERSIGNWIPARKING _ `b STALL AT INTERIOROREND SIGN NOTES: F K w yDIAMETER PIPE WHERE 1. TACTILE EXIT SIGNSSHALLPROVIDED AS m w WALL-MOUNTINGIS NOT PRACTICAL TING IS 1BE 013A IBC 0 V 2. SIGUIRED SCONTVNING TACTILE CHARACTERS TACTILE CHARACTERS SHALL BE 0 LOCATED SO THAT FLOOR AREA IT MIN, LT p O NOTES: ACTERS, 18' MIN., CENTERED ON THE TACTILE CHARACTERS, IS MIN., ENTERED ON THE 1. ACCESSIBLE SPACES SHALL BE LOCATED AS CLOSE AS POSSIBLE PROVIDED BEYOND THE ARC OF MY DOOR SWINGj z TO THE ENTRANCE OF THE FACILITY BEING SERVED. BETWEEN THE CLOSED POSITION AND 45 DEGREE 2 ONE 098(CDOT}M81(CITY) SIGN SHALL BE PLACED AT THE HEAD OPEN POSITION. Ng m OF EACH ACCESSIBLE PARKING SPACE. 3. TACTILE CHARACTER HEIGHT SHALL BE 18- MIN, AND o ¢ 3. ALL VERTICAL ENTRANCES TO; AND VERTICAL CLEARANCES yMAX, O O WITHIN: THE PARKING STRUCTURE SHALL BE A MIN. &•-y FOR 4. TACTILE CHARACTERS SHALL BE RAISED 152', z IS ACCESS TO THE VAN ACCESSIBLE PARKING SPACES BRAILLE DOTS SHALL BE RAISED HAY, 3 4. ALL SIGNAGE BY OTHERS. INFORMATION SHOWN FOR REFERENCE m ¢ b ONLY. SIGNAGE PACKAGE TO BE APPROVED BY DEFERRED v F SUBMITTAL. SUBMIT ALL SIGNAGE TO OWNER/ARCHITECT FOR REVIEW PRIOR TO INSTALLATION I FABRICATION. INFORMATION SHOWN IS FOR REFERENCE ONLY. SIGNAGE PACKAGE TO BE APPROVED BY DEFERRED SUBMITTAL. SUBMIT ALL SIGNAGE TO OWN/AAB ERRCHITELT FOR REVIEW PRIOR TO INSTAWFRICATION. STALL SURFACE REFERENCED STANDARDS: 1. INTERNATIONAL BUILDING CODE SECTIONS 1013AND 1111 8•d• PAY ACCESSIBLE STALL WITH ACCESS AISLE 3• WIDE PAINTED STRIPE8AT3'1Y O.C. ACCESSIBLE - SYMBOL PER 1CC1ANB1 A117:12003 ECTION 7036.3.1 PUBLIC PARKING FACILITIES 1rd•• sd' NOTE: RE PLAN FOR ACTUAL PARKING STALL SUES. REFERENCED STANDARDS: 1. INFORMAILIN BASSOON ICGANSI A117.1-2009, SECTION 512 V'' MIN IF ADJACENT AISLE IS S'd•. 8 / n E IL -11 r; CLEAR FLOOR 18' ON TACTILE II CHARACTERS MIN LOOS 1. SINGLE DOOR- ALONGSIDE DOOR ON LATCH SIDE 2 DOUBLE DOOR WITH ONE ACTIVE LEAF - ON INACTIVE LEAF 3. DOUBLE DOOR WITH TWO ACTIVE LEAVES-TOTHERIGHT OFTHE RIGHT-HAND DOOR 4, WHERE THERE IS NO WALL SPACE AVAILABLE IN THE LOCATIONS ABOVE, SIGNAGE SHALL BE MOUNTED TO THE NEARESTADJACENTWALL 5, SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH S1DE OF DCORS WITH CLOSERS AND WITHOUT HOLO{ PEN DEVICES NOTE: 1. INFORMATIONBASED COMMON AREAS V AN 111 �� NOTE: RE PLAN FOR ACTUAL PARKING STALL SUES. REFERENCED STANDARDS: 1. INFORMAILIN BASSOON ICGANSI A117.1-2009, SECTION 512 V'' MIN IF ADJACENT AISLE IS S'd•. 8 / n E IL -11 r; CLEAR FLOOR 18' ON TACTILE II CHARACTERS MIN LOOS 1. SINGLE DOOR- ALONGSIDE DOOR ON LATCH SIDE 2 DOUBLE DOOR WITH ONE ACTIVE LEAF - ON INACTIVE LEAF 3. DOUBLE DOOR WITH TWO ACTIVE LEAVES-TOTHERIGHT OFTHE RIGHT-HAND DOOR 4, WHERE THERE IS NO WALL SPACE AVAILABLE IN THE LOCATIONS ABOVE, SIGNAGE SHALL BE MOUNTED TO THE NEARESTADJACENTWALL 5, SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH S1DE OF DCORS WITH CLOSERS AND WITHOUT HOLO{ PEN DEVICES NOTE: 1. INFORMATIONBASED COMMON AREAS 111 �� ■ KEPHART community • planning aarcl ilecturs 25M WALNUT STREET DENVER, COLORADO III xx mmM1enmm Z L MM M 5U LL00 O F- IO1 W W C) F a.Q LLI Q LUQ COw O Vl� OI1/1 =U W _ W 0 > W OM1 Sl - E� SOF C040 J N 037 4 �SFD ARC`F. 03.25.2021 No. Dareko mt&.l9 4028.20 mg DJV Pmgd Oeaigner DMB DAN 08.28.2020 Job Number 218094 Driven By eeeeee RB JT CT ChxMEBy eeeeee DMB Title GENERAL ACCESSIBILITY DETAILS - COMMON AREAS/ PARKING M1eet NUlr6Pr IA0-8 M 1 HATCH INDICATES LOCATION OF REINFORCED BACKING FOR GRAB BARS 26' I, 14' Z F 9a n b m m A O 10IG BACKSPLASH r M4IMAIN 2A'MIN. FROM ■ WALLTO CENTER OF 8INK PROVIDEIx#TRIMAT WALL FOR community a rRTre COUNTERTOPSUPPORT, U) MS NEEDED) M MAX 42'MIN W "' PANELS AT END OF COUNTERTOP FOR 2 Z 54-MIN77 SUPPORT AS NEEDED FISSION= j n IO1 W S H b REMOVABLE CABINET a.Q LL11QI m � lF- l^ V! OOW =U O NOTES: 0 > W LL 1. CABINET MUST BE REMOVABLE REAR WALL SIDE WALL 1. WAS BARS ARE NOT REQUIRED TO BE INSTALLED WHEN REINFORCEMENT COMPLYING WITH THE FEDERAL FAIR HOUSING ACT AND ICGANSI At 171-2009 SECTION 1003A 1A IS INSTALLED FOR THE FUTURE INSTALLATION OF GRAB BARS. DIMENSIONS SHOWN ARE BASED ON FHA DM 1996 REQ. 6 PAGES6.3-6.8. 2. WHERE THE LAVATORY OVERLAPS THE WATER CLOSET IN ACCORDANCE WITH THE EXCEPTION TO SECTOR 1003.11.2, THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24' MINIMUM IN LENGTH, CENTEREDONTHEWATERCLOSET. PER SECTION 1003.11.1. EXCEPTION 4. 1 ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE. OR SUPPORTING STRUCTURE PER ICGANSI At 17.1-2009 SECTION 609S. 4, ALL GRAB BAR REINFORCEMENT SHALL EXTEND A MIN. OF T TO BOTH SIDES OF THE GRAB BAR. NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. ICCIMSI A11].1-2WR SECnMS 808 8 PND lW3.11.1 2. FEDERAL FAIR HOUSING ACT RED.6 A IF MAXIMUM OFFSET FROM THE FACE OF APPLIANCE TO THE EDGE OF THE CLEAR FLOOR SPACE IS ALLOWED. S n A 30148• CLEAR FLOOR SPACE SHALL BE PROVIDED. FOR TOP LOADING MACHINES, THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE APPLIANCE. I 3P LOADING FRONTLOADING MACHINE MACHINE I �K 24. MAX. 40'MIN OFFSET 46' MIN. NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ME ABSOLUTE. REFERENCED STANDARDS: 1. ICGANSI A11T.1-2W83ECTONS 811 AND 1000.18 12169 UNIT INTERIOR NOTE: ALL DIMENSIONS ME TO FACE OF FINISH: DIISENSIONS THAT ARE NOT STATED AS MMM AM OR MINIMUMAMABSMUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HWSINGACTREQ.4 2. ICGANSI .411].1-2009 SECTIONS 1004.2 AND ISSAS 7 THRESHOLDAT ALL I_1069i0»13 A 30N48 -CLEAR FLOOR SPACE SHALL BE PROVIDED. FORFRONTLOADING MACHINES, THE CENTERLINE OF THE CLEAR FLOOR SPACE SHALLBEOFFSET24"MAX. FROM THE CENTERLINE OF THE DOOR OPENING. ANSI TYPE W EXTERIOR/ CORRIDOR SWING DOR WRH THRESHOLD 10MAKTHRESHOLD FLOOR LEVEL -1W MAX. VERTICAL CHANGE IN LEVEL. IAZ MAX. VERTICAL CHANGE ALLOWED IN FLOOR LEVEL WHEN BEVEL WITH SLOPE LESS THAN 121S PROVIDED. NOTE: CHANGES IN LEVEL GREATER THAN 11R' IN HEIGHT SHALL BE RAMPED WITH A RUNNING SLOPE NOT STEEPER THAN 112 ANSI TYPE W NDTE; ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. ICGANSI AI I].1-200 SECTION 1003.113.4 2. FEDERAL FAIR HOUSING ACT SEC. ]b NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. ICGANSI A117.1-200 SECTION IOW.11.2.4 2. FEDERAL FAIR HOUSING ACT REO. 7b 111M NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. ICGANSI A117A 20M SECTION 1003.112A 2. FEDERAL FAIR HOUSINGACTREQ. SAND 76 1 WATER CLOSET CONT WITH A WALL TO THE REAR ANDA WALL TO ONE SIDE. THE LATERAL DISTANCE FROM THE CENTERLINE OF THE WATER CLOSET TO THE SIDE WALL OPPOSITE THE DIRECTION OF APPROACH SHALL BE 10' PER ANSI BECTON local 12.4. WATER CLOSET RUSH CONTROL ON OPENIAPPROACH SIDE OF WATER CLOSET GRAB BARS PER ANSI SECTION 004.5 ARE NOT REQUIRED TO BE INSTALLED WHERE REINFORCEMENT COMPLYING WITH ANSI SECTION 100111.115 INSTALLED FOR THE FUTURE INSTALLATION OF GRAB BARS A CLEARANCE OF 56' MEASURED FROM THE WALL BEHIND THE WATER CLOSET. AND BY MEASURED FROM THE S1DE WALL MUST BE PROVIDED. NOTE: THE CLEARANCE AROUND THE WATER CLOSET$HALL BE PERMITTED TO OVERLAP ASSOCIATED GRAB BARS. PAPER DISPENSERS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACES REQUIRED AT OTHER FIXTURES, AND WHEELCHAIR TURNING SPACE. NO OTHER NXTJM OR OBSTRUCTION SHALL BE LOCATED WITHIN THE WATER CLOSET CLEARANCE PER ANSI SECTION 1003.112.4A, EXCEPT A LAVATORY MEASURING 2V MAX. IN DEPTH COMPLYING WITH 1003.11.2.2 (REFER TO ANSI TYPE - WC W/ FI XT URE OVERLAP DETAIL ON THIS SHEET) E<t1\F9i07Mt1 VANDYAAVATORY COMPLYING WITH ANSI 1001112.2IS PERMITTED TO ENCROACH ON WATER CLOSET CLEAR FLOOR SPACE. EDGE OF VANITY I V MIN. FROM CENTERLINE OF WATER CLOSET. WATER CLOSET FLUSH CONTROL ON OPEMAPPROACH S1DE OF WATER CLOSET WATER CLOSET MUST BE POSITIONED WITH A WALL TO THE REAR AND A WALL TO ONE SIDE. THE LATERAL DISTANCE FROM THE CENTERUNE OF THE WATER CLOSET TO THE SIDE WALL OPPOSITE THE DIRECTION OF APPROACH SHALL BE IT PER ANSI SECTION 1003.11.2.4. GRAB BARS ARE NOT REQUIRED TO BE INSTALLED PER ANSI SECTION 004.5 WHERE REINFORCEMENT COMPLYING WITH ANSI SECTION 100311.1 IS INSTALLED FOR THE FUTURE INSTALLATION OF GRAB BARS A CLEARANCE OF 55" MEASURED FROM THE WALL BEHIND THE WATER CLOSET, AND 60' MEASURED FROM THE SIDE WALL MUST BE PROVIDED. NOTE: A LAVATORY COMPLYING WITH ANSI SECTION 1003,11,12 IS PERMITTED ON THE REAR WALL 18' MIN, FROM THE CENTERUNE OF THE WATER CLOSET TO THE SIDE EDGE OF THE LAVATORY WHERE THE CLEARANCE AT THE WATER CLOSET IS 68' MIN. MEASURED PERPENDICULAR FROM THE REAR WALL PER ANSI SECTION 100.11.24.4, EXCEPTION. ANSI TYPE'A' HAND OPERATED FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRED TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PMTS SHALL BE 5 POUNDS MAX. PER SECTION 309, CONTROLS MUST BE LOCATED ON THE OPEN S1DE OF WATER CLOSET PER ANSI SEC. 1003.11.2 4.6. THE TOP OF THE WATER CLOSET SEAT SHALL BE 15' MIN. AND IT MAX. ABOVE THE FINISHED FLOOR MEASURED FROM THE TOP OF THE SEAT. ANSI TYPE'A' O> E X 2w A pF� KNEE AND TOE CLEARANCES SHALL BE Z 5 bMAINTAINED. THE DIP OF THE 8, OVERFLOW SHALL NOT BE CONSIDERED L IN DETERMINING KNEE AND TOE L� ^I CLEARANCES FOR A BATH IAVATORY. REFER TO ANSI TYPE W -KNEE 8 TOE NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE CLEARANCES DETAIL DN THIS SHEET. NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. ICGANSI AH].1-2039 SECTIONS 10W.H 2.2 AND 1003.124.1 2. FEDERAL FAIR HOUSING ACT REO. ]a AND A NTS KNEE CLEARANCE • SPACE BENEATH AN ELEMENT BETWEEN BAND 2P ABOVE THE RWR MINIMUM WIDTH 30' DEPTH @ 2T AFF= T MINIMUM • DEPTH 1818'AFF = I V MINIMUM, 25' MAXIMUM KNEE CLEARANCE$HALL BE PERMITTED TO BE REDUCED ATA RATE OF 1- FOR EACH W IN HEIGHF. 48.101W ------------------------------- I_1�F9iP/7�/t1 TOE CLEARANCE • SPACE BENEATH AN ELEMENT BETWEEN THE FLOOR AND TABOVE THE FLOOR MAXIMUM DEPTH =25' MINIMUM DEPTH=IP • 6- BEYOND AVAILABLE KNEE SPACE AT 9 -AFF NOTCCNSIDERED. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF A CLEAR FLOOR SPACE OR ATURNING SPACE, THE SPACE SHALL COMPLY WITH ANSI SECTOR 300 REWIRING KNEE AND TOE CLEAMNCE NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: 45: YAX W p, DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR REFERENCED STANDARDS: 1. ICGANSI A117.1-2009 SECTION 306 2. FEDERAL FAIR HOUSING ACT REO. 7a AND 7M 1\169 NOTES' 1. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORY SHALL BE INSULATED TO PROTECT AGAINST CONTACT THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE SINK. 2. LAVATORY FAUCET TO COMPLY WITH OPERABLE PARTS PROVISION IN SEC. 309 INCLUDING REACHABILRY, GRIPABILITY, AND FORCE TO OPERATE. NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. ANSI TYPE'A' LAVATORY SHALL BE 34' MAX. AFF MEASURED TO THE FIXTURE RIM OR THE COUNTER SURFACE (WHICHEVER IS HIGHER) PER ANSI SEC. 606.3. LAVATORY SHALL ALSO COMPLY WITH SEC. TO AND 600 REQUIRING KNEE AND TOE CLEARANCE. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING MEE AND TOE CLEARANCES. AREMOVABLE BASE CABINET IS PERMITTED PER ANSI SEC. 1003.11.2.2, WATERCLOSET MIRROR SHALL HAVE THE BOTTOM EDGE OF THE REFLECTING SURFACE 40' MAX. AFF PER ANSI SEC. 1003.112.3 PROVIDE A 37,48- CLEAN FLUOR SPACE FOR FORWARD APPROACH WITH KNEE AND TOE CLEARANCE PER ANSI SEC, BW AND 1003.11.2.2 WHEN A REMOVABLE BASE CABINET IS PROVIDED, FINISH FLOOR MATERIALS SHALL EXTEND UNDER THE BASE CABINET AND WALL BEHIND CABINET AND SURROUNDING CABINETRY SHALL BE FINISHED. REFER TOANSI TYPE A' - REMOVABLE BASE CABINET DETAIL ON THIS SHEET. REFERENCED STANDARDS: 1. ICGANSI A117A 20M SECTION 100.112.2 2. FEDERAL FAIR HOUSING ACT MO. 7b 1 LAVATORY CLEARANCE ANSI TYPE'A' BACKSPLASH r M4IMAIN 2A'MIN. FROM ■ WALLTO CENTER OF 8INK PROVIDEIx#TRIMAT WALL FOR community a rRTre COUNTERTOPSUPPORT, U) MS NEEDED) Z PROVIDE FINISHED END BRACKETS OR W "' PANELS AT END OF COUNTERTOP FOR 4III1 - 5 LL00 SUPPORT AS NEEDED FISSION= j IO1 W / C) F REMOVABLE CABINET a.Q LL11QI LUQ /WL V! lF- l^ V! OOW =U NOTES: 0 > W LL 1. CABINET MUST BE REMOVABLE Mr WITHOUT REMOVAL OR �- SOF C040 B N REPLACEMENT OF LAVATORYISINK ^P• 03.25.2021 Now No.LWAM 2. FINISH FLOOR SHATy EXTEND UNDER PERM UBMRTKY r9n CABINETRY. 3. WALLS BEHIND AND SURROUNDING THE CABINETRY SHALL BE FINISHED. 4. INSULATE SUPPLY 8 DRAIN PIPES UNDER LAVATORIESISINKS. - TO FIXTURE RIM OR COUNTERTOP, 5. THERE SHALL BE NO SHARP OR WHICHEVER IS HIGHER ABRASIVE SURFACES UNDER M 08.28.2020 LAVATORIES AND SINKS. 218094 Driven By RB JT CT xM4B DMB 0 ACCESSIBILITY ANSI Al 17.1 ¢w SbeN Rubber A0=81 w REMOVABLE CABINET LL SUPPORT PANEL BEYOND IAS p NEEDED) O> E X 2w A pF� KNEE AND TOE CLEARANCES SHALL BE Z 5 bMAINTAINED. THE DIP OF THE 8, OVERFLOW SHALL NOT BE CONSIDERED L IN DETERMINING KNEE AND TOE L� ^I CLEARANCES FOR A BATH IAVATORY. REFER TO ANSI TYPE W -KNEE 8 TOE NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE CLEARANCES DETAIL DN THIS SHEET. NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. ICGANSI AH].1-2039 SECTIONS 10W.H 2.2 AND 1003.124.1 2. FEDERAL FAIR HOUSING ACT REO. ]a AND A NTS KNEE CLEARANCE • SPACE BENEATH AN ELEMENT BETWEEN BAND 2P ABOVE THE RWR MINIMUM WIDTH 30' DEPTH @ 2T AFF= T MINIMUM • DEPTH 1818'AFF = I V MINIMUM, 25' MAXIMUM KNEE CLEARANCE$HALL BE PERMITTED TO BE REDUCED ATA RATE OF 1- FOR EACH W IN HEIGHF. 48.101W ------------------------------- I_1�F9iP/7�/t1 TOE CLEARANCE • SPACE BENEATH AN ELEMENT BETWEEN THE FLOOR AND TABOVE THE FLOOR MAXIMUM DEPTH =25' MINIMUM DEPTH=IP • 6- BEYOND AVAILABLE KNEE SPACE AT 9 -AFF NOTCCNSIDERED. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF A CLEAR FLOOR SPACE OR ATURNING SPACE, THE SPACE SHALL COMPLY WITH ANSI SECTOR 300 REWIRING KNEE AND TOE CLEAMNCE NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: 45: YAX W p, DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR REFERENCED STANDARDS: 1. ICGANSI A117.1-2009 SECTION 306 2. FEDERAL FAIR HOUSING ACT REO. 7a AND 7M 1\169 NOTES' 1. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORY SHALL BE INSULATED TO PROTECT AGAINST CONTACT THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE SINK. 2. LAVATORY FAUCET TO COMPLY WITH OPERABLE PARTS PROVISION IN SEC. 309 INCLUDING REACHABILRY, GRIPABILITY, AND FORCE TO OPERATE. NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. ANSI TYPE'A' LAVATORY SHALL BE 34' MAX. AFF MEASURED TO THE FIXTURE RIM OR THE COUNTER SURFACE (WHICHEVER IS HIGHER) PER ANSI SEC. 606.3. LAVATORY SHALL ALSO COMPLY WITH SEC. TO AND 600 REQUIRING KNEE AND TOE CLEARANCE. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING MEE AND TOE CLEARANCES. AREMOVABLE BASE CABINET IS PERMITTED PER ANSI SEC. 1003.11.2.2, WATERCLOSET MIRROR SHALL HAVE THE BOTTOM EDGE OF THE REFLECTING SURFACE 40' MAX. AFF PER ANSI SEC. 1003.112.3 PROVIDE A 37,48- CLEAN FLUOR SPACE FOR FORWARD APPROACH WITH KNEE AND TOE CLEARANCE PER ANSI SEC, BW AND 1003.11.2.2 WHEN A REMOVABLE BASE CABINET IS PROVIDED, FINISH FLOOR MATERIALS SHALL EXTEND UNDER THE BASE CABINET AND WALL BEHIND CABINET AND SURROUNDING CABINETRY SHALL BE FINISHED. REFER TOANSI TYPE A' - REMOVABLE BASE CABINET DETAIL ON THIS SHEET. REFERENCED STANDARDS: 1. ICGANSI A117A 20M SECTION 100.112.2 2. FEDERAL FAIR HOUSING ACT MO. 7b 1 LAVATORY CLEARANCE ANSI TYPE'A' 111 �� ■ PBH Anning community a rRTre 25M WALNUT STREET DENVER, COLORADO PoMS xw mmM1eRmm U) Z W "' 5 LL00 O FISSION= j IO1 W W C) F a.Q LL11QI LUQ /WL V! lF- l^ V! OOW =U _ W 0 > W LL Mr E� SOF C040 B N 037 4 �SFD ARC`F. 03.25.2021 Now No.LWAM lw%W PERM UBMRTKY r9n OmN DJV Pmgd Designer DMB M 08.28.2020 kb Number 218094 Driven By RB JT CT xM4B DMB TOO ACCESSIBILITY ANSI Al 17.1 TYPE A DETAILS SbeN Rubber A0=81 I B' HATCH INDICATES LOCATION OF REINFORCED ���II yy^^ BACKING FOR GRAB BARS AND SEATS Fu l be F1NLLWIDIH OF STALL MENWE 114111 SEAT SEAT WALL SEAT J REAR WALL FULLWIDTIOFSTALL m CONTROLEND NOTES: 1. GRAB BARS AND SEATS PRE NOT REQUIRED TO BE INSTALLED WHEN REINFORCEMENT COMPLYING WITH THE FEDERAL FAIR HOUSING ALT AND ROSS IAt 17.1-2009 SECTION 1003.11 1 IS PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS, 0 2. ALLOWABLE STRESSES SPVM NOT BE EXCEEDED FOR W MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 200 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BARISEAT, FASTENER MOUNTING DEVICE, OR SO SUPPORTING STRUCTURE PER ICCIANSI Al ITT 2009 z SEUION600.086104 O 3. ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS U THAT ARE HOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERPL FAIR HOUSINGACT REQ.6 2. ICGANSI A11 T.i QOD9 SECTIONS 008.8, 810A, AND 1003.11.1 ANSI TYPE'A', TRANSFER SHOWER MFRIGEM70R SHILL HAVE AT LEAST W PERCENT OF FREEZER SHELVES. THE SHELVES ME INSTALLED AT THE MM HEIGHTPOSSIDL&THE FLOORWHEN REFRIGERATOR HAVE A CLEAR FLOOR SIPME POSITIONED PON PAMLLELARPROACH� THE CENTERLINE OF THE CLEM FLOOR SPACE SHALL MUM DW COOMAPANIC OWN SHAUL HERE WEN S �TCONIRHLa HEnLNOT ED TO OTHERGUERE REACH ON WOWOFTHE SAFE LOCATION OF PAAEVER BURNERS �LI£LORHTRUE ORW �APPHDACHACEN�RODNAPLANOEED FOR WHEREA 111 �� COUNTERTORIBASE CABINET WIDTH PBH Anning community a TRTTB �` PC Er��EYIMMYIiT BACK WALL 103.1x,.3): Z WORK SURFACE Ift A CrFMHM(AR aEPACOe /� LL 5 PARALLEL OR FORWARD 2PPFOM IT POSITIONED ADJACENT j 0 z N� SEAT J REAR WALL FULLWIDTIOFSTALL m CONTROLEND NOTES: 1. GRAB BARS AND SEATS PRE NOT REQUIRED TO BE INSTALLED WHEN REINFORCEMENT COMPLYING WITH THE FEDERAL FAIR HOUSING ALT AND ROSS IAt 17.1-2009 SECTION 1003.11 1 IS PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS, 0 2. ALLOWABLE STRESSES SPVM NOT BE EXCEEDED FOR W MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 200 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BARISEAT, FASTENER MOUNTING DEVICE, OR SO SUPPORTING STRUCTURE PER ICCIANSI Al ITT 2009 z SEUION600.086104 O 3. ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS U THAT ARE HOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERPL FAIR HOUSINGACT REQ.6 2. ICGANSI A11 T.i QOD9 SECTIONS 008.8, 810A, AND 1003.11.1 ANSI TYPE'A', TRANSFER SHOWER MFRIGEM70R SHILL HAVE AT LEAST W PERCENT OF FREEZER SHELVES. THE SHELVES ME INSTALLED AT THE MM HEIGHTPOSSIDL&THE FLOORWHEN REFRIGERATOR HAVE A CLEAR FLOOR SIPME POSITIONED PON PAMLLELARPROACH� THE CENTERLINE OF THE CLEM FLOOR SPACE SHALL MUM DW COOMAPANIC OWN SHAUL HERE WEN S �TCONIRHLa HEnLNOT ED TO OTHERGUERE REACH ON WOWOFTHE SAFE LOCATION OF PAAEVER BURNERS �LI£LORHTRUE ORW �APPHDACHACEN�RODNAPLANOEED FOR WHEREA DISHWASHER RDOOR IN THE OPENED POSITION slaOcr THE CLEAR FLOOR SPACE MMBIBEC1tlX 10N 12e• FOR THE DISHWASHER Co AN INDECENT SINK THE FRONT OF THE SNIP 8IULL BE SE ME MWK (MEASURED TO THE HIGHER OF THE RM OR COUNTER TIONED oAARDAPOApROME EFRCRnPROOACH CHATBE PLEAD H SECTION WORK SURFAKE (SECTION WGRAI 306 GBI•ICTB RE PERMITTED IF THEY ARE WOW SO PLACE STAFF HE A MIN OF 30- IN LENGTH WITH REMONABLE WDO REMOVAL OR REPLW EVENT OF NOW THE FLASH FINISH EMENDS UNDER CABINETRY, AIBNLARHDIG<PPRFACH CENAGE TEREDCLEAN N WOR SPACE SURFACE AND THE WALLE BEHIND WITH GBINEFRY ARE FINISHED. D SURROUNDING S� DFS DCEAMINCE`EER SAL 33.1281 WUX SAL 3a NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. ICGANSI A117.1-2009 SECTIONS 309 001 AND 1003.11.2.5 2. FEDERAL FAIR HOUSING ACT MO. S A HAND SHOWER WITH A HOSE 59" MIN. IN LENGTH. THAT CAN BE USED AS BOTH A FIXED SHOWER HEAD AS WELL ASAHANDSHOWERSHAMBE PROVIDED. THE HAND SHOWER SHALL HAVE A CONTROL WITH A NOW POSITIVE SHUT-0FF FEATURE. AN ADJUSTABLE HEIGHT HAND SHOWER MOUNTED ON A VERTICAL BAA SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARB, FUTURE GRAB BARAS NEEDED BETWEEN THE OPEN SIDE OF THE NB AND THE CENTERLINE OF THE WIDTH OF THE TUB. CONTROLS MUST MEET REQUIREMENTS SPECIFIED BY SECTION 3094 ANSI TYPE'A' / COUNTERTORIBASE CABINET WIDTH MUST BE 30" MIN, TO ALLOW A 30' x 4S" CLEAR FLOOR SPACE POSITIONED FOR 30-MIN.CLEAR FORWARD APPROACH WITH KNEE AND TOE CLEARANCE PER ANSI SEC. 3V MIN. IF USED HEIR IIA.I. COUNTERTOP MUST BE 36' FORREQUIRED MIN.TOALLOW367CLEARFLOOR TSHAMIDJURNING SPACE IF SPACE IS WED IN SPACE CONJUNCTION WITH A TSHAPED NTE. TURNING SPACE. t PON IMPROVED ACCESSIBILITY, DOWN PULLS ADHANDLES SHL HOOWF R PGH CABINETSANDEHOH FORDILL uLSDMExSIOx O ��O ILL WORK SURFACE SHARL BE A MAX. OF Q 2 DIMENSIONS THAT ME NOTTATED ASH / \ / \ / STAFF MEASURED TO TOP OF ITH MAMMUM OR MINIMUM ME ABBDurtE. � COUNTER PER ANSI SEC. 1003.12.3.2 x O MAIN. IS SWI BETWEEN ALL O / \ / \ CABINETRY SHALL BE PERMITTED O aiOP$ / \ / UNDER THE WORK SURFACE 3 A�MNCESON �.AUDwNLSPERnNS1YI 1; IN W PROVIDEDTHE FOLLOWING CRITERIA COMRS EAPPLIANCES EE US SUES CABNETS 6 ON ARE MET 1. CABINET MUST BE REMOVABLE REODIREO BASE WITHOUT REMOVAL OR REPLACEMENT OFTHEWORKSURFACE. WALLBPERAMSI SECTION I.I2.1II i0 . G, 2. FINISH FLOOR SHALL EXTEND DW UNDER CABINETRY. 3. WALLS BEHIND AND SURROUNDING RJEF KITCHENS TIE CABINETRY SHALL BE FINISHED. 40'MIN @GALLEY -STYLE KITCHENS - - 4. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE EXPOSED PORTIONS OF WORK SURFALECOUNTERS. REFERENCED STANDARDS: 1. ICGANSI Afl].1-2000 SECTION IuD3.12 2. FEDERAL FAIR HOUSING ACT REQ. Ta 38"FINISHED BACK WALL 111 �� COUNTERTORIBASE CABINET WIDTH PBH Anning community a TRTTB �` PC 3P MIN BACK WALL 103.1x,.3): Z WORK SURFACE W A CrFMHM(AR aEPACOe /� LL 5 PARALLEL OR FORWARD 2PPFOM IT POSITIONED ADJACENT j DISHWASHER RDOOR IN THE OPENED POSITION slaOcr THE CLEAR FLOOR SPACE MMBIBEC1tlX 10N 12e• FOR THE DISHWASHER Co AN INDECENT SINK THE FRONT OF THE SNIP 8IULL BE SE ME MWK (MEASURED TO THE HIGHER OF THE RM OR COUNTER TIONED oAARDAPOApROME EFRCRnPROOACH CHATBE PLEAD H SECTION WORK SURFAKE (SECTION WGRAI 306 GBI•ICTB RE PERMITTED IF THEY ARE WOW SO PLACE STAFF HE A MIN OF 30- IN LENGTH WITH REMONABLE WDO REMOVAL OR REPLW EVENT OF NOW THE FLASH FINISH EMENDS UNDER CABINETRY, AIBNLARHDIG<PPRFACH CENAGE TEREDCLEAN N WOR SPACE SURFACE AND THE WALLE BEHIND WITH GBINEFRY ARE FINISHED. D SURROUNDING S� DFS DCEAMINCE`EER SAL 33.1281 WUX SAL 3a NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. ICGANSI A117.1-2009 SECTIONS 309 001 AND 1003.11.2.5 2. FEDERAL FAIR HOUSING ACT MO. S A HAND SHOWER WITH A HOSE 59" MIN. IN LENGTH. THAT CAN BE USED AS BOTH A FIXED SHOWER HEAD AS WELL ASAHANDSHOWERSHAMBE PROVIDED. THE HAND SHOWER SHALL HAVE A CONTROL WITH A NOW POSITIVE SHUT-0FF FEATURE. AN ADJUSTABLE HEIGHT HAND SHOWER MOUNTED ON A VERTICAL BAA SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARB, FUTURE GRAB BARAS NEEDED BETWEEN THE OPEN SIDE OF THE NB AND THE CENTERLINE OF THE WIDTH OF THE TUB. CONTROLS MUST MEET REQUIREMENTS SPECIFIED BY SECTION 3094 ANSI TYPE'A' / COUNTERTORIBASE CABINET WIDTH MUST BE 30" MIN, TO ALLOW A 30' x 4S" CLEAR FLOOR SPACE POSITIONED FOR 30-MIN.CLEAR FORWARD APPROACH WITH KNEE AND TOE CLEARANCE PER ANSI SEC. 3V MIN. IF USED HEIR IIA.I. COUNTERTOP MUST BE 36' FORREQUIRED MIN.TOALLOW367CLEARFLOOR TSHAMIDJURNING SPACE IF SPACE IS WED IN SPACE CONJUNCTION WITH A TSHAPED NTE. TURNING SPACE. t PON IMPROVED ACCESSIBILITY, DOWN PULLS ADHANDLES SHL HOOWF R PGH CABINETSANDEHOH FORDILL uLSDMExSIOx O ��O ILL WORK SURFACE SHARL BE A MAX. OF Q 2 DIMENSIONS THAT ME NOTTATED ASH / \ / \ / STAFF MEASURED TO TOP OF ITH MAMMUM OR MINIMUM ME ABBDurtE. � COUNTER PER ANSI SEC. 1003.12.3.2 x O MAIN. IS SWI BETWEEN ALL O / \ / \ CABINETRY SHALL BE PERMITTED O aiOP$ / \ / UNDER THE WORK SURFACE 3 A�MNCESON �.AUDwNLSPERnNS1YI 1; IN W PROVIDEDTHE FOLLOWING CRITERIA COMRS EAPPLIANCES EE US SUES CABNETS 6 ON ARE MET 1. CABINET MUST BE REMOVABLE REODIREO BASE WITHOUT REMOVAL OR REPLACEMENT OFTHEWORKSURFACE. WALLBPERAMSI SECTION I.I2.1II i0 . G, 2. FINISH FLOOR SHALL EXTEND DW UNDER CABINETRY. 3. WALLS BEHIND AND SURROUNDING RJEF KITCHENS TIE CABINETRY SHALL BE FINISHED. 40'MIN @GALLEY -STYLE KITCHENS - - 4. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE EXPOSED PORTIONS OF WORK SURFALECOUNTERS. REFERENCED STANDARDS: 1. ICGANSI Afl].1-2000 SECTION IuD3.12 2. FEDERAL FAIR HOUSING ACT REQ. Ta 38"FINISHED BACK WALL -------------------- NOTE: 1. A SEAT IS NOT REQUIREDTO BE INSTALLED WHERE REINFORCING COMPLYING WITH 10031191S PROVIDED. HEIGHT OF SEAT TO BE 17"-19" WEAVERS WVM TONER WATER 2. SHOWERSSHALL DELIVER WATER THAT IS BEV LED 3. THRALL DIMENSIONS VY MAX. TNHEIGHT SHALLBEIMENSI NSTHAT SLOPE. 4. STATED AS ARE TO FACE MINIMUM AREADIMEN810N8TWIT ARE NOT STATED AS MHl'JMUM OR MINIMUM ARE ABSIXAITE. REFERENCED STANDARDS: I. ICCIANSI A19.1 -2M9 SECTIXJ 1003.112.5. 2 FEDERAL FAIR HOUSING ACT RED 71A NTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. ICGANSI AI I].1-2009 SECTION 1003123 ANSI TYPE'A' V / Nib ANSI TYPE'A' GRAB BARS ARE NOT REQUIRED WHERE REINFORCING COMPLYING WITH SEC. 1003.11.1 IS INSTALLED FOR THE FUTURE INSTALI VIDON OF GRAB GARS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE, REFERENCED STANDARDS: 1. ICCIANSI A117.1-2009 SON lIM3.14 2. FEDERAL FAIR HOLDS In T RE0 5 1 REACH IN CLOSET HEAD END BACK WALL NOTES: 1. A 30x4S' CLEAR FLOOR SPACE POSITIONED FOR A PARALLEL OR FORWARD APPROACH SHALL BE PROVIDED PER SECTION 305. 2. A PORTION OF THE STORAGE ELEMENTS SHALL COMPLY W OH AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION 308, 3. OPERABLE PARTS SHALL COMPLY WITH SECTION MI ANSI TYPE W w SE M 28'MIN. CONTROLEND HATCH INDICATES LOCATION OF REINFORCED BACKING FOR GRAB BARS NOTES 1. GRAB BARS ARE NOT REQUIRED TO BE INSTALLED WHEN REINFORCEMENT COMPLYING WITH THE FEDERAL FAIR HOUSING ACT AND ICCIANSI A117.1-2109 SECTION 100311.1 IS INSTALLED FORME FUTURE INSTALLATION OF GRAB BARS. DIMENSIONS SHOWN PRE BASED ON FHA DM 1998 REO 6 PAGES 6.8-8.11. 2, ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE, OR SUPPORTING STRUCTURE PER ANSI SECTION 6090 3. ALL DIMENSIONS ARE TO FACE OF FINISH;DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDEML FAIR HOUSING ACT RED.6 2. ICCIANSI A1171-2009 SECTIONS 6C9.8 AND 100311 1 111 �� COUNTERTORIBASE CABINET WIDTH PBH Anning community a TRTTB 25M WALNUT STREET DENVER, COLORADO ARMS "HIBU6enmm PC MUST BE 30' MIN. TO ALLOW A SO' x 48" BACK WALL Z W CLEAR FLOOR SPACE POSMONED FOR /� LL 5 O FORWARD APPROACH WITH KNEE AND j 0 z N� TOECLEA PER ANSI SEC. -------------------- NOTE: 1. A SEAT IS NOT REQUIREDTO BE INSTALLED WHERE REINFORCING COMPLYING WITH 10031191S PROVIDED. HEIGHT OF SEAT TO BE 17"-19" WEAVERS WVM TONER WATER 2. SHOWERSSHALL DELIVER WATER THAT IS BEV LED 3. THRALL DIMENSIONS VY MAX. TNHEIGHT SHALLBEIMENSI NSTHAT SLOPE. 4. STATED AS ARE TO FACE MINIMUM AREADIMEN810N8TWIT ARE NOT STATED AS MHl'JMUM OR MINIMUM ARE ABSIXAITE. REFERENCED STANDARDS: I. ICCIANSI A19.1 -2M9 SECTIXJ 1003.112.5. 2 FEDERAL FAIR HOUSING ACT RED 71A NTS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. ICGANSI AI I].1-2009 SECTION 1003123 ANSI TYPE'A' V / Nib ANSI TYPE'A' GRAB BARS ARE NOT REQUIRED WHERE REINFORCING COMPLYING WITH SEC. 1003.11.1 IS INSTALLED FOR THE FUTURE INSTALI VIDON OF GRAB GARS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE, REFERENCED STANDARDS: 1. ICCIANSI A117.1-2009 SON lIM3.14 2. FEDERAL FAIR HOLDS In T RE0 5 1 REACH IN CLOSET HEAD END BACK WALL NOTES: 1. A 30x4S' CLEAR FLOOR SPACE POSITIONED FOR A PARALLEL OR FORWARD APPROACH SHALL BE PROVIDED PER SECTION 305. 2. A PORTION OF THE STORAGE ELEMENTS SHALL COMPLY W OH AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION 308, 3. OPERABLE PARTS SHALL COMPLY WITH SECTION MI ANSI TYPE W w SE M 28'MIN. CONTROLEND HATCH INDICATES LOCATION OF REINFORCED BACKING FOR GRAB BARS NOTES 1. GRAB BARS ARE NOT REQUIRED TO BE INSTALLED WHEN REINFORCEMENT COMPLYING WITH THE FEDERAL FAIR HOUSING ACT AND ICCIANSI A117.1-2109 SECTION 100311.1 IS INSTALLED FORME FUTURE INSTALLATION OF GRAB BARS. DIMENSIONS SHOWN PRE BASED ON FHA DM 1998 REO 6 PAGES 6.8-8.11. 2, ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE, OR SUPPORTING STRUCTURE PER ANSI SECTION 6090 3. ALL DIMENSIONS ARE TO FACE OF FINISH;DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDEML FAIR HOUSING ACT RED.6 2. ICCIANSI A1171-2009 SECTIONS 6C9.8 AND 100311 1 ANSI TYPE'A' ANSI TYPE'A' ANSI TYPE'A', BATHTUB GRAB BAR REINFORCEMENT IS REQUIRED PER SECTION 609. GRAB BARS ARE NOT REWIRED TO BE INSTALLED PER SECTION 601.4 WHERE REINFORCEMENT COMPLYING WITH SECTION 1003,111 IS INSTALLED FOR THE FUTURE INSTALLATION OF GRAB BARS. 30' MIN. CLEARANCE EXTENDING THE LENGTH OF THE BATHTUB MUST BE PROVIDED PER ANSI SEC, 6022. COUNTERTOPS AND CABINETRY SHALL BE PERMITTED AT THE CONTROL END OF THE CLEARANCE PROVIDED THE CABINETS ARE REMOVABLE AND ME FLOOR FINISH EXTENDS UNDER SUCH CABINETRY NOTES: 1. BATHTUBS SHALL DEUVER WATER THAT IS 120' F MAX. 2, A REMOVABLE IN -NB SEAT IS NOT REQUIRED. ANSI TYPE'A' 111 �� COUNTERTORIBASE CABINET WIDTH PBH Anning community a TRTTB 25M WALNUT STREET DENVER, COLORADO ARMS "HIBU6enmm U MUST BE 30' MIN. TO ALLOW A SO' x 48" BACK WALL Z W CLEAR FLOOR SPACE POSMONED FOR /� LL 5 O FORWARD APPROACH WITH KNEE AND j TRANSFER TYPE SHOVERS SHALL TOECLEA PER ANSI SEC. P Qw IO1 W HAVE A CLEAR INSIDE DIMENSION OF /o_// COU COUNTERTOP MUST BE 36' Q J 38W x 38'D. AN ENTRY 38' IN WIDTH MIN. T2.4.1. MIN. TO ALLOW 36- CLEAR FLOOR /w� V! C/) SHALL BE PROVIDED OOw =U SPACEIFSPACEISUSED IN O i _ w 30'MIN.CLEAA 0 LORJUNCTIONWOHATSHAPEO 2 W r TURNING SPACE. p O 0 ALL HORIZONTACROS 38" 1W IF 0OF C040 B W MECOMISS PROVIDED ACROSS THE CONTROL PROVIDEDCONTROL IS USEDFORA SINKIS BE USED FOR 03.25.2021 W 10,16.19 lm%CO WALL AND ONTHEBACK WALL TOA IR D REQUIRED T -SHAPED Y t p POINT 18' FROM THE CONTROL WALL. TURNING SPACE. a, U BARS MAYBE SEPARATE BARS ORA mg DJV SINGLE PIECE BPR. DMB M 08.28.2020 kb Number 218094 Dreem By oDo " SHAILL BEA ERMORCOUNTER nue AVERTCAL GRAB BAR IS"ED Al 17.1 PE A DETAILS MEASUREDTOTHSINK 0=8M3 LENGTH SHALL BE PROVIDEDON TIE N a TOP (WHICHEVER IS HIGHER) PER CONTROL END OF THE WALL 3'108' \ / ANSI SEC.1003124.2 E ABOVE THE HORIZONTAL AR ANGEWOOL NWARDFROMME FROM THE FRONT OFSHINWARD EDGE OF SHOW ER. / CABINETRY SHALL BE PERMITTED 1- UNDER TIE SINK PROVIDED THE FOLLOWING CRITERN ARE MET:--- ----------------------- AEASUREDPELE48'MININLENGTi 1. CABINET MUST BE REMOVABLE TO E WITHOUT REMOVAL LENGTH OF BATHTUB CONTROL WALL AND WI DEPTHR CONTROL WALL AND 38'A REPLACEMENT OF IN Y. SHALL BE PROVIDED ADNLENi TO ENTT ALL EXTEND 2. FINISH FLOOR SHALL EMEND THE OPEN FACE OF THE COMPARTMENT. COUNTERTOPS AND UNDER CABINETRY. CABINETRY SHALL BE PERMITTED AT 3. WALLS BEHIND AND SURROUNDING THE CABINETRY SHALL BE FINISHED. THE CONTROL END OF THE 4. SINKS EXPOSED PIPING UNDERCONFIGURED CLEARANCE PROVIDED SUCH COUNTERTOPSANDCABINETRYCAN MALL MUSTBEINSULATEDOROTACT, ST CONTACT, ANO AND TO PROTECTARP BE REMOVED AND THE FLOOR FINISH HAVE O SHARPORABRASIVE EMENDS UNDER THE CABINETRY. C SURFACES. ARE TO DIMENSIONAM S THAT ARE STATED AS MAFINXIMUM OMMINIMU 9 NOT STATED AS MAXIMUM NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE ARSE OR MINIMUM ARE ABSOLUTE. ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: REFERENCED STANDARDS: 1. ICGANSI A117.1-2009 BECTON 1003.11.2.5 1. ICGANSIA111A-20005ECTION 1003.12.4 2 FEDERAL FAIR HOUSING ACT REO.ID ANSI TYPE'A' ANSI TYPE'A' ANSI TYPE'A', BATHTUB GRAB BAR REINFORCEMENT IS REQUIRED PER SECTION 609. GRAB BARS ARE NOT REWIRED TO BE INSTALLED PER SECTION 601.4 WHERE REINFORCEMENT COMPLYING WITH SECTION 1003,111 IS INSTALLED FOR THE FUTURE INSTALLATION OF GRAB BARS. 30' MIN. CLEARANCE EXTENDING THE LENGTH OF THE BATHTUB MUST BE PROVIDED PER ANSI SEC, 6022. COUNTERTOPS AND CABINETRY SHALL BE PERMITTED AT THE CONTROL END OF THE CLEARANCE PROVIDED THE CABINETS ARE REMOVABLE AND ME FLOOR FINISH EXTENDS UNDER SUCH CABINETRY NOTES: 1. BATHTUBS SHALL DEUVER WATER THAT IS 120' F MAX. 2, A REMOVABLE IN -NB SEAT IS NOT REQUIRED. ANSI TYPE'A' 111 �� ■ PBH Anning community a TRTTB 25M WALNUT STREET DENVER, COLORADO ARMS "HIBU6enmm U Z W M /� LL 5 O 00 j P Qw IO1 W /o_// LL Q W Q= /w� V! C/) OOw =U _ w 0 > W LL r 0OF C040 B N 037 4 c4 �t AYSBD ARC`F. 03.25.2021 No. Me IBSMB 10,16.19 lm%CO 0928.20 PERM UBMITTAL Y a, r3) O mg DJV Pmgd Designer DMB M 08.28.2020 kb Number 218094 Dreem By RB JT CT C60Ya4 W eeeee DMB nue IBILITY ANSI Al 17.1 PE A DETAILS E 0=8M3 I ................I...... REFRIGERATOR SHALL HAVE A CLEAR RC SHALL BE CEME RED ON THE APPLIANCE DW COOKERDED SHALL HAVE WARIF POSITIONED FOR PARALLEL P FORWARD APPROACH ANDLTODau RRANRCEsmnmiO NO APPROACH THSECTION ALL H E PROVIDE D AND THE UNDE pmE OF THE COONTOPSSHALLL BE M UTURS ROIECTEDTO PREVENT BORN AR ION AND ESPACE LECTRIC SHOCK DOVENS SHALL HAVE A WISE CLEM FLOOR BEYOND THE SWING FOF OVEN DOOR. T- POSITI EPARALLEL ORDFORWARE APPRIOOAACH FORA THEIDIISAHWDASHHER DOOR IN THEDOPENED POSITION SHALL NOT OBSTRUCT THE CLEAR A PIPPIN CL EAR H52211POSITIONEDFtq FLOORSPACE FOR THE g3XWA3NE0. PARALLEL APPROACH TO THE SINK SHALL BE PROVIDED AND SHALL BE CENTERED ON THE SINK BOWL REauwEMENTS ONLSHOWN.R To UNITANDPLANSFOUR r3alE 8' i E g, NOTE ILIITO b HATCH INDICATES LOCATION OF REINFORCED 25M WALNUT STREET DENVER, coLORADD mm3 xww.bP6enmm U BACKING FOR GRAB BA RS AND SEATS LLD ADD HANDLEDSHALL MOUNTED 4- MI Z LOW FOR IT IF IT CARPETS B H O H FOR W 15'-18' 2112' MA% BASECAUNETS 1 ILII \/ z T ALL DIMENSIONS ARE TO FACE OF b ¢F¢ N F b MMIMYMORM UMAREAT15 M.H I HE MIN, GN RaB3EDWEBA ALL O FULL W IDTI OF STALL W PSBm OPb, fro AFFULANCEPLANOWULLSPERAINIS W Q= BECTON I INCXm3 W TTI ji APPLIANwxIN xIFRs, eRcEs, wtcAaNErsOry - - C/) US BDEB BP MIN IS OO =U W RHREEC®BEIW _ W CABINETS, CCVNTATOPB, APPLIPNCES, OR 0 > Ills FFRIHRISECTIp11CR I2. SF - DW co REF 2 3' II'MIN ®U -SHAPED KITCHENS SOF CO4O Lj 40'MIN @GALLEY -STYLE KITCHENS - - N REFERENCED STANDARDS: 1. JEROMSI911 ].1-2009 BECTON 1099.12 2. FEDERAL FAIR HOUSING ACT REO. ]a NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAMMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: L FEDERAL FAIR ROUSING ACT REO. ]b 2. ICCIANSI Al P.1-2008 SECTION 1609.11.3.1.3.3 B 1009.11.3.2.3.2 FULLWIDTH OF STALL 8' i E g, REINFORCINGFORA SEAT IS NOT REWIRED IN SHOWERS GREATER THAN 36' IN DEPTH AND 38' IN WIDTH PER SECTION 1000 11 3 133. b HATCH INDICATES LOCATION OF REINFORCED 25M WALNUT STREET DENVER, coLORADD mm3 xww.bP6enmm U BACKING FOR GRAB BA RS AND SEATS END WALL FULL WIDTH OF STALL REAR WALL GRAB BAR REINFORCEMENT AT THE CONTROL WALL. BACK WALL. AND SEAT WALL OF THE SHOWER COMPARTMENT ARE REQUIRED FOR THE FUTURE INSTALLATION OF GRAB BARS, SEE DETAIL THIS SHEET. SHOWER COMPARTMENT SHALL HAVE MINIMUM CLEAR INSIDE DIMENSION OF 36V x36 -D. A CLEARANCE OF AB' MIN IN LENGTH MEASURED FROM THE CONTROL WALL AND 09' IN DEPTH FROM THE FACE OF THE SHOWER COMPARTMENT IS REQUIRED. ANSI TYPE'B', OPTION A/B BATH yX8 n e NP < Yi'//1 ` s, FULL wImH OF STALL - CONTROLEND HATCH INDICATES LOCATION OF REINFORCED BACKING FOR GRPB MRS AND SEATS NOTES: 1. GRAB BARS AND SEATS ARE NOT REQUIRED TO BE INSTALLED WHEN REINFORCEMENT COMPLYING WITH THE 0 FEDERAL FAIR HOUSING ACT AND ICCIANSI A11T.1-2109 W BECTON 1004.11115 PROVIDED FEE THE FUTURE BA INSTALLATION OF GRAB RS. p 2. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FCR BE MATERIALS USED WHERE AVERTCAL OR HORIZONTAL Z FORCE OF 250 FIXINGS IS APPLIED AT MY PO INT ON THE 0 GRAB BAR, FASTENER MOUNTING DEVICE, OR SUPPORTING 0 STRUCTURE PER ICCIANSI At I7.1-2009 SECTION 6098 3. ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED A8 MAXIMUM DIY MINIMUM ARE ABSOLUTE. 1REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REQ B 2. ICCIANSI AT 17.1-2009 SECTIONS FEES AND 1011.1 ANSI TYPE'B' \I NTS ANSI TYPE 'BIT OPTION A/B BATH, ENLARGED SHOWER A UY MAXIMUM OFFSET FROM THE FACE OF APPLIANCE TO VCOHINE FRONTLOADING 30'MIN THE EDGE OF THE CLEAR MACHINEFLOOR SPACE IS ALLOWED. HEAD WALL ALIVATORVCOMPLYINGWITH SECTIONiCM.11.3.1.1SWILLBE PERMITTEDATONEENDOFTHE EAR I TIATUDIFA __,________ _ OF THE 330'MIIN NLEINGS PARALLEL Ni OA �{ APPROACH 2 A 30k48' CLEAR FLOOR _ _ i --------------------- k _____ _ _____ _ L IN 2 SPACE POSITIONED FOR PARALLEL CR FORWARD Q $ APPROACH SHALL BE PRONDEDFOR FRONT Y AB'MIN. ; LOADING MACHINES. THE Q GEAR FLOOR SPACE m "{ SHALL BE CENTERED ON " ! 1 SHIP MIN. THEAPPLIANCE. IT .,--__ ______-_ G. OO A 31 CLEAR FLOOR SPACE POSITIONED FOR PARALLEL ' APPROACH SHALL BE PROVIDED AT TCP LOADING MACHINES. THE CONTROLEND NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. ICGANSI All (A 2098 SECTION 104.10 ANSI TYPE'B' NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE MOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HWSING ACT REQ. ]b 2.ICOANSI A117.1-2009 SECTIONS 1001.11.3.1.3.1 ANSI TYPE'B', OPTION A BATH NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: L FEDERAL FAIR ROUSING ACT REO. ]b 2. ICCIANSI Al I 12008 SECTION 1009.11.3.1.3.3 B 1009.11.3.2.3.2 A CLEARANCE OF AB' MIN IN LENGTH MEASURED FROM THE CONTROL WALL AND 09" IN DEPTH FROM THE FACE OF THE SHOWER COMPARTMENT IS REQUIRED. ANSI TYPE'B'. OPTION A/B BATH SEAT SEAT WALL 8' ■ 10' HATCH INDICATES LOCATION OF REINFORCED 25M WALNUT STREET DENVER, coLORADD mm3 xww.bP6enmm U BACKING FOR GRAB BA RS AND SEATS 4- MI Z W 15'-18' 2112' MA% \/ z O b ¢F¢ N F b FULL W IDTI OF STALL W C) fro Qa. W Q= LIJQ ji M C/) OO =U W _ W YFULLWID�OFST�L 0 > W LL SF - co 0 2 3' SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. Date Issue 10,1e.19 t60%CO NAM TERM UBMITTAL ED �• d b a, OR -'PRO mg DJV Pmpd De3igner DMB M 08.28.2020 Job Number SEAT SEAT WALL JI: sFATJ REAR WALL CONTROLEND NOTES'. 1. GRAB BARS AND SEATS ARE NOT REQUIRED TO BE INSTALLED WHEN REINFORCEMENT COMPLYING WITH THE FEDERAL FAIR HOUSING ACT AND ICCIANSI At IT.1-2109 SECTION 1004.111 IS PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS. 0 2 ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR Z MATERIALS USED WHEREAVERIICALORHOUZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BARISEAT, FASTENER MOUNTING DEVICE, OR SO SUPPORTING STRUCTURE PER ICGANSI Al I7 1-2009 SECTION 609 8 8 610 9 O 3. ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS O THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCEDSTANDAROS: L FEDERAL FAIR HWSING ACT REQ 0 21CCIANSI At t].1-2009 SECTIONS 809.8, 8109, AND1009.11.1 ANSI TYPE'B', OPTION AS BATH, TRANSFER SHOWER NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED TA NDARDS: 1. FEDERAL FAIR HOSING ACT REO. ]b 2. ICCIANSI AI I]."GSE EECTION8 %00 11.3.1.3.1 APPROACH FLOORSPACE. ANSI TYPE'B', OPTION A BATH HEAD END BACK WALL e' 9-011 2B'MIN. CONTROLEND HATCH INDICATES LOCATION OF REINFORCED BACKING FOR GRAB BARS NOTES: 1. GRAB BARS ARE NOT REQUIRED TO BE INSTALLED WHEN REINFORCEMENT COMPLYING WITH THE FEDERAL FAIR ELDERS NO ACT AND ICCIANSI Al 17.12009 BECTON 1004.11.1 IS PROVIDED FOR THE FUTURE INSTALLATION OF GRAB MRS. DIMENSIONS SHOWN ARE BASED ON FHA DM 1888IRSOA PACES 88-611. 2. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE, OR SUPPORTING STRUCTURE PER ICCIANSI Al 17.1-2009 SECTION 609.0 3, ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REO. GAN 2. ICSI A117.1-2008 SECTIONS 809B .8 AND 1009.11.1 ANSI TYPE'B', OPTION A/B BATH, BATHTUB GRAB BAR REINFORCEMENT IS REWIRED ATTHE CONTROL WALL, HEAD WALL, AND BALK WALL OF THE BATHTUB FOR THE FUTURE HEAD WALL INSTPLLATON OF GRAB BARS. SEE DETAIL ON THIS SHEET. 30 -MIN. ------------------- A D my INN DEPTH OF 48'FR MIN IN H LENGTH MEASURED FROM THE OONTRCL WALL F -I AND 3IY IHTUBISFROM THE FACE OF `, "Ilvll'^, THE BATHTUB IS REWIRED. aU � m ; � O NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: L FEDERAL FAIR HOUSING ACT REO. ]b 2.ICC/ANSI A11].14W83ELTION51089.11.33.3.1 ANSI TYPE'B'. OPTION B BATH BACK WALL NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAMMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REO. ]b 2.ICCIAME, A11].1-2009 SECTION 1009.11.3.1.32 A CLEAR FLOOR SPACE Ci BT MIN, IN LENGTH AND 96" MIN. IN WIDTH MUST BE PROVIDED IN FRONT OF THE BATHTUB WITH A FORWARD APPROACH GAVE BAR REINFORCEMENT IS REW IRED AT TIE CONTROL WALL, HEAD WALL AND BACK WALL OF THE BATHTUB FOR THE FUTURE INSTALLATION OF GRAB BARS, SEE DETAIL ON THIS SHEET. ANSI TYPE'B', OPTION A BATH 111 f** ■ 10' community • planning •architecture 25M WALNUT STREET DENVER, coLORADD mm3 xww.bP6enmm U Z W 15'-18' 2112' MA% \/ / LL 55 O b ¢F¢ N j b IO1 W W C) fro Qa. JI: sFATJ REAR WALL CONTROLEND NOTES'. 1. GRAB BARS AND SEATS ARE NOT REQUIRED TO BE INSTALLED WHEN REINFORCEMENT COMPLYING WITH THE FEDERAL FAIR HOUSING ACT AND ICCIANSI At IT.1-2109 SECTION 1004.111 IS PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS. 0 2 ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR Z MATERIALS USED WHEREAVERIICALORHOUZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BARISEAT, FASTENER MOUNTING DEVICE, OR SO SUPPORTING STRUCTURE PER ICGANSI Al I7 1-2009 SECTION 609 8 8 610 9 O 3. ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS O THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCEDSTANDAROS: L FEDERAL FAIR HWSING ACT REQ 0 21CCIANSI At t].1-2009 SECTIONS 809.8, 8109, AND1009.11.1 ANSI TYPE'B', OPTION AS BATH, TRANSFER SHOWER NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED TA NDARDS: 1. FEDERAL FAIR HOSING ACT REO. ]b 2. ICCIANSI AI I]."GSE EECTION8 %00 11.3.1.3.1 APPROACH FLOORSPACE. ANSI TYPE'B', OPTION A BATH HEAD END BACK WALL e' 9-011 2B'MIN. CONTROLEND HATCH INDICATES LOCATION OF REINFORCED BACKING FOR GRAB BARS NOTES: 1. GRAB BARS ARE NOT REQUIRED TO BE INSTALLED WHEN REINFORCEMENT COMPLYING WITH THE FEDERAL FAIR ELDERS NO ACT AND ICCIANSI Al 17.12009 BECTON 1004.11.1 IS PROVIDED FOR THE FUTURE INSTALLATION OF GRAB MRS. DIMENSIONS SHOWN ARE BASED ON FHA DM 1888IRSOA PACES 88-611. 2. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE, OR SUPPORTING STRUCTURE PER ICCIANSI Al 17.1-2009 SECTION 609.0 3, ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REO. GAN 2. ICSI A117.1-2008 SECTIONS 809B .8 AND 1009.11.1 ANSI TYPE'B', OPTION A/B BATH, BATHTUB GRAB BAR REINFORCEMENT IS REWIRED ATTHE CONTROL WALL, HEAD WALL, AND BALK WALL OF THE BATHTUB FOR THE FUTURE HEAD WALL INSTPLLATON OF GRAB BARS. SEE DETAIL ON THIS SHEET. 30 -MIN. ------------------- A D my INN DEPTH OF 48'FR MIN IN H LENGTH MEASURED FROM THE OONTRCL WALL F -I AND 3IY IHTUBISFROM THE FACE OF `, "Ilvll'^, THE BATHTUB IS REWIRED. aU � m ; � O NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: L FEDERAL FAIR HOUSING ACT REO. ]b 2.ICC/ANSI A11].14W83ELTION51089.11.33.3.1 ANSI TYPE'B'. OPTION B BATH BACK WALL NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAMMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REO. ]b 2.ICCIAME, A11].1-2009 SECTION 1009.11.3.1.32 A CLEAR FLOOR SPACE Ci BT MIN, IN LENGTH AND 96" MIN. IN WIDTH MUST BE PROVIDED IN FRONT OF THE BATHTUB WITH A FORWARD APPROACH GAVE BAR REINFORCEMENT IS REW IRED AT TIE CONTROL WALL, HEAD WALL AND BACK WALL OF THE BATHTUB FOR THE FUTURE INSTALLATION OF GRAB BARS, SEE DETAIL ON THIS SHEET. ANSI TYPE'B', OPTION A BATH 111 f** ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, coLORADD mm3 xww.bP6enmm U Z W M \/ / LL 55 O f� 00 j IO1 W W C) fro Qa. W Q= LIJQ ji M C/) OO =U W _ W 0 > W LL SF - co 0 ' 1) SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. Date Issue 10,1e.19 t60%CO NAM TERM UBMITTAL `Y a, -'PRO mg DJV Pmpd De3igner DMB M 08.28.2020 Job Number 218094 Dman By RB JT CT CNNB®6B DMB ITS ACCESSIBILITY ANSI All 17.1 TYPE B DETAILS Sbek Number AMA SUDINGGIASSDOOR INTERIOR FLOOR LEVEL MAX. DIMENSION BELOW THE FLOORLEVELCPTHE ADJACENT INTERIOR SPACES OF THE UNIT. RE: PLANS AND SECTIONS FOR ACTUAL DIMENSION. 10 PER FT. MAX. SLOPE INTERIOR EXTERIOR NOTE: 1. EXTERIORIINTERIOR THRESHOLD AT ALL SLIDING COORS WHEN EXTERIOR SURFACE IS IMPERVIOUS APPLICABLE AT FHA & ANSI TYPE'B' UNITS @ SECONDARY COORS. REFERENCED STANDARDS: 1. FED ERALFAIKHOUSINGACT RE0.4(4.13) 2. ICGANSI A1171-2038 SECTIONS 1004.4 AND 1ODAS SLIDING GLASS DOOR SGD THRESHOLD; RECESS IMO FLUOR TO OBTAIN YP MAX. THRESHOLD HEIGHT PROVIDED THRESHOLD IS BEVELED ®A SLOPE OF 12 MAX. INTERIOR FLOOR LEVEL REFERTOPLANSAND SECTIONS FOR ACTUAL DIMENSIONS 10 PER FT. MAX. SLOPE ANSI TYPE'B', IMPERVIOUS BALCONY INTERIOR EXTERIOR NOTE: 1. EXTERIORIINIERIOR THRESHOLD AT ALL SWING DOORS WHEN EXTERIOR SURFACE IS IMPERVIOUS APPLICABLE AT FHA & ANSI TYPE'S' UNITS ® SECONDARY DOORS. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REp.4 2. ICGANSI Al n t-2009 SECTIONS 100.4 AND IOGIS BEVELED THRESHOLL SHALL NOT HAVE A SLOPE GREATER THAN 1: INTERIOR FLOOR LEVEI ANSI TYPE'S', RECESSED INSTALL, IMPERVIOUS BALCONY INTERIOR EXTERIOR NOTE: 1, EXTERIOR THRESHOLD AT ALL SLIDING COORS. APPLICABLEAT FHA&ANSI TYPE' B' UNITS@ SECONDARY DOORS. 2. PER FHA AND ICGANSI AII7.1-2003 SECTIONS IOMA AND HINTS REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT RED .4 2. ICGANSIA1171-2038SECTIONS10AND 1004.5 UNIT INTERIOR NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAMMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERALFAIRHCUSINGACTRE0.4 2. ICCIANSI A117.1-2009 SECTIONS 1004.2 AND 1004.5 UNIT INTERIOR EXTERIOR/ HATCH INDICATES LOCATION OF REINFORCED CORRIDOR BACKING FOR CRAB BARS ^WHERESIDEWAM NOT 18' AVAILABLE FOR REINFORCEMENT' SWING CCOR-PRIMARY ENTRANCE ze' 14' 11 m' ae' VTMAX.THRESHOLD ANSI TYPE'B', PRIMARY ENTRANCE DOOR EXTERIOR PATIO OR BALCONY DOOR-USERPASSAGE VERTICAL CHANGE ALLONED IN FLOOR LEVEL WHEN BEVEL WITH SLOPE LESS THAN 1215 PROVIDED. REFER TO PIANS AND SECTIONS FOR ACTUAL DIMENSIONS 24'MIN 1TMIN 12'MAX 42' ME 111 #= ■ FLOOR LEVEL -1/4' MAX. VERTICAL 54'MIN ' 0 CHANGE IN LEVEL. VT MAX. VERTICAL � ? M T CHANGE ALLOWED IN FLOOR LEVEL H WHEN BEVEL WITH SLOPE LESS THAN 121S PROVIDED. O W O A Q a Q REAR WALL SIDE WALL NOTE: CHANGES IN LEVEL GREATER THAN US' 1. GRAB BARS ARE NOT REQUIRED TO BE INSTALLED WHEN REINFORCEMENT COMPLYING WITH THE FEDERAL FAIR HOUSING IN HEIGHT SHALL BE RAMPED WITH A ACT AND ICGANSI Al 10.1-2009 SECTION 1004.11115 PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS, RUNNING SLOPE NOT STEEPER THAN DIMENSIONS SHOWN ARE BASED ON FRA DM iPo9 REO 0 PAGES 6.3-6.0. 112 2. WHEN A SIDE WALL IS NOT AVAILABLE FOR A 47 GIRM BAR, TIE SIDEWALL GRAB BAR SHALL BE PERMITTED TO BE IF MIN. IN LENGTH, LOCATED 1T MAX. FROM REAR WAMAND EXTENDING 30' MIN. FROM AHE REAR WALL PER SECTION Q 1604.11.1, EXCEPTION 4; ORA SWINGUP GRAB BAR COMPLYING WITH SECTION IMA 1.1.1 SR4LL BE PERMITTED TO BE a. Uj Q INSTALLED ON ONE OR BOTH SIDES OF THE WATER CLOSET PER SECTION 1004.11.1 EXCEPTIONS 5 & 6. 3. WHERE SPACE DOES NOTALLOW A GRAB BAR 3G MIN .INLENGTRTHEREARGRABBARSHALLBEPERMITTEDTOBE24- /Uj V! MINIMUMINLENGTH. CENTERED ON THE WATER CLOSET, PERSECTION1004.111.EXCEPTION3. 4. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF OO =U 25O POUNDS IS APPLIED AT MY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE, OR SUPPORTING STRUCTURE PER ICCIANSI A1171-2003 BECTON 609.8. _ W 5. ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE 0 ABSCLUTE. 6. ALL GRAB BAR REINFORCEMENT SHALL EXTEND A MIN. OF 2- TO BOTH SIDES OF THE GRAB BAR, REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REQ 6 7.1-2009 SECTIONS 609.8 ND 1001.11.1 )LD C GRABBAR REINFORCEMENT n WA SOF CO4O B ANSI TYPE'B', PRIMARY ENTRANCE DOOR EXTERIOR PATIO OR BALCONY DOOR-USERPASSAGE VERTICAL CHANGE ALLONED IN FLOOR LEVEL WHEN BEVEL WITH SLOPE LESS THAN 1215 PROVIDED. REFER TO PIANS AND SECTIONS FOR ACTUAL DIMENSIONS NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE HOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HWSIN6 ACT RE0.4 2. ICGANSI A11].1-2CO9 SECTIONS 1 W4.4 ANO 1 W4.5 SWING DOOR THRESHOLD INTERIOR FLUOR LEVEL DRIP -THROUGH DECK SURFACE ANSI TYPE'B'. IMPERVIOUS PATIO/BALCONY INTERIOR EXTERIOR DRIPTHROUGH DECK SURFACE NOTE: 1.EXTERIOR THRESHOLD ATALL SWING DOORS. APPLICABLE AT FHA &ANSI TYPE'B' UNITS @ SECONDARY DOORS. REFERENCED STANDARDS: 1. FEDERALFAIRHWSINGACTREQ.4 2 ICGANSI.4117.1-2COB SECTIONS 1 W1A & 10045 ANSI TYPE'S', RECESSED INSTALL, PERVIOUS BALCONY \1J NTS ANSI TYPE'S', PERVIOUS BALCONY ANSI TYPE'B', OPTION A/B BATH NOW: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REQ. ]b 2. ICGANSI A117.1-2038 SECTIONS 1OM.11.3.1.1 AND IOM.11.32.1 IN SPEC 'B' I OPTION B BATHS, LAVATORY HEIGHT SHALL BE 34'AFF MAX., MEASURED FROM THE FINISHED FLOOR TO ME FIXTURE RIM OR THE COUNTER SURFACE, WHICHEVER IS HIGHER. A CLEAR FLOOR SPACE OF 46' MIN. IN LENGTH AND 30' MIN. IN WIDTH MUST BE PROVIDED FOR A PARALLEL APPROACH CENTERED ON THE LAVATORY. W2F9■ik 1;i=N:wi] 911017-q 3:1.11 I:I NOTE: ALL DIMENSIONS ARETO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM AREABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REQ. ]b 2. ICGANSI A117.1-2009 SECTIONS 10 VANITY&AVATORY AND 1004.11.3.12 VANITY&AVATORY IS NOT PERMITTED TO ENCROACH ON WATER CLOSET CLEAR FLOOR SPACE. THE LATERAL DISTANCE FROM THE CENTERUNEOFTHEWATERCLOSET TO EITHER A BATHTUB OR WALL ON THE S1DE OPPOSITE THE DIRECTION OF APPROACH SHALL BE 19'. WHERE SIDE WALL IS NOT AVAILABLE FOR REQUIRED REINFORCING, REFER TO CLEARANCES REQUIRED AT SWING UP GRAB BARS, DETAIL 6 THIS SHEET. INSTALLATION OF GRAB BAR REINFORCEMENTATTHEWALL BEHIND AND TO THE SIDE OF THE WATER CLOSET IS REQUIRED FOR THE FUTURE INSTALLATION OF GRAB BARS. RE: DETAIL ] THIS SHEET. WHERE SIDE WALL IS NOT AVAILABLE, REFER TO CLEARANCES REQUIRED AT SWING UP GRAB BARS. DETAIL 0 THIS SHEET. WATER CLOSET FLUSH CONTROL ON OPENIAPPROACH SIDE OF WATER CLOSET ACLEARANCE OF 56" FROM THE WALL BEHIND THE WATER CLOSET, AND W FROM THE SIDE WALL FOR EITHER A PARALLEL OR FORWARD APPROACH MUST BE PROVIDED. NO OVERLAPPING ELEMENTS ARE ALLOWED. ANSI TYPE'B'. OPTION A/B BATH NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSINGACT RED. 7b 2. ICGANSI Attl.1-2009 SECTIONS 1009.11.1.1004.11.3.1.2.2 VANITYMVATORY IS PERMITTED TO ENCROACH ON WATER CLOSET CLEAR FLOOR SPACE. EDGE OF VANITY 15' MIN. FROM CENTERLINE OF WATER CLOSET. THE LATERAL DISTANCE FROM THE CENTERLINE OF THE WATER CLOSET TO ERHER A BATHTUB CR WALL ON THE S1DE OPPOSITE THE DIRECTION OF APPROACH SHALL BE 18'. WHERE SIDE WALL IS NOT AVAILABLE FOR REWIRED REINFORCING, REFER TO CLEARANCES REQUIRED AT SWING UP GRAB BARS. INSTALLATION OF GRAB BAR REINFORCEMENT AT THE WALL BEHIND AND TO THE SIDE OF THE WATER CLOSET IS REQUIRED FOR ME FUTURE INSTALLATION OF GRABBARS. WHERE SIDE WALL IS NOT AVAILABLE, REFER TO CLEARANCES REQUIRED AT SWING UP GRAB MRS. WATER CLOSET FLUSH CONTROL ON OPEWAPPROACH S1DE OF WATER CLOSET A CLEARANCE OF 56' MEASURED FROM THE WALL BEHIND THE WATER CLOSET AND 40' MEASURED FROM THE SIDE DESIGNATED FOR FUTURE INSTALIATON OF GRAB BARS MUST BE PROVIDED. ANSI TYPES', OPTION A/B BATH NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAMMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDEMLFAIRHOUSINGACTREO.Tb 2. ICGANSI A11].1 -MM SECTIONS 1004.11.1 AND 10M. 3.3.1.2.2.3 VANITY&AVATORY IS PERMITTED TO ENCROACH ON WATER CLOSET CLEAR FLOOR SPACE. EDGE OF VANITY 15' MIN. FROM CENTERLINE OF WATER CLOSET. THE LATERAL DISTANCE FROM THE CENTERLINE OF THE WATER CLOSET TO EITHER A BATHTUB CR WALL ON THE S1DE OPPOSITE THE DIRECTION OF APPROACH SHALL BE 10'. WHERE SIDE WALL IS NOT AVAILABLE FOR REWIRED REINFORCING. REFER TO CLEARANCES REQUIRED AT SWING UP GRAB BARS. INSTALLATION OF GRAB BAR REINFORCEMENT AT THE WALL BEHIND AND TO THE SIDE OF THE WATER CLOSET IS REQUIRED FOR THE FUTURE INSTAMkTON OF GRAB MARS. WHERE SIDE WALL IS NOT AVAILABLE, REFER TO CLEARANCES REQUIRED AT SWING UP GRAB BARS. WATER CLOSET MUSH CONTROL ON OPEN/APPROACH SIDE OF WATER CLOSET A CLEARANCE OF BY FROM THE WALL BEHIND THE WATER CLOSET, AND 48' FROM THE S1DE DESIGNATED FORA FORWARD APPROACH MUST BE PROVIDED. ANSI TYPES'. OPTION A/B BATH NOTE: ALL MMENSIONSARE TO FACE OF FINISH; DIMENSIONS THATARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDAROS: 1. FEDERAL FAIRHOUSING ACT REp.6 2. ICGANSI .411].1-2009 SECTIONS 604.5 AND 1004.11.1.1 THE LATERAL DISTANCE FROM AHE CEWERLINE OF ME WATER CLOSET TO EITHER A BATHTUB OR WALL ON THE SWINGUP GRAB BAR SIDE OF WATER CLOSET SHALL BE 18', INSTALLATION OF GRAB BAR REINFORCEMENT AT ME WALL BEHIND THE WATER CLOSET IS REQUIRED FOR THE FUTURE INSTALLATION OF SWING -UP GRAB BARS. LINE OF ADJACENT BATHTUB OR WALL FUTURE SWINGUP GRAB BAR AS NEEDED. WHEN PROVIDED, THE SWINGUP GRAB BAR SHALL BE INSTALLED WITH THE CEWERLINE OF THE GRAB BAR 15314' FROM THE CEWERLINE OF ME WATER CLOSET. WATER CLOSET FLUSH CONTROL ON OPEWAPPROACH SIDE OF WATER CLOSET VANITY/IAVATORY IS PERMITTED TO ENCROACH ON WATER CLOSET CLEAR FLOOR SPACE. EDGE OF VANITY 16' MIN. FROM CENTERLINE OF WATER CLOSET ANSI TYPE'B'. OPTION A/B BATH O 111 #= ■ KEPHART community • planning •architecture J U) H ¢ Z O W a Q 00 �O rc W W i NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE HOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HWSIN6 ACT RE0.4 2. ICGANSI A11].1-2CO9 SECTIONS 1 W4.4 ANO 1 W4.5 SWING DOOR THRESHOLD INTERIOR FLUOR LEVEL DRIP -THROUGH DECK SURFACE ANSI TYPE'B'. IMPERVIOUS PATIO/BALCONY INTERIOR EXTERIOR DRIPTHROUGH DECK SURFACE NOTE: 1.EXTERIOR THRESHOLD ATALL SWING DOORS. APPLICABLE AT FHA &ANSI TYPE'B' UNITS @ SECONDARY DOORS. REFERENCED STANDARDS: 1. FEDERALFAIRHWSINGACTREQ.4 2 ICGANSI.4117.1-2COB SECTIONS 1 W1A & 10045 ANSI TYPE'S', RECESSED INSTALL, PERVIOUS BALCONY \1J NTS ANSI TYPE'S', PERVIOUS BALCONY ANSI TYPE'B', OPTION A/B BATH NOW: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REQ. ]b 2. ICGANSI A117.1-2038 SECTIONS 1OM.11.3.1.1 AND IOM.11.32.1 IN SPEC 'B' I OPTION B BATHS, LAVATORY HEIGHT SHALL BE 34'AFF MAX., MEASURED FROM THE FINISHED FLOOR TO ME FIXTURE RIM OR THE COUNTER SURFACE, WHICHEVER IS HIGHER. A CLEAR FLOOR SPACE OF 46' MIN. IN LENGTH AND 30' MIN. IN WIDTH MUST BE PROVIDED FOR A PARALLEL APPROACH CENTERED ON THE LAVATORY. W2F9■ik 1;i=N:wi] 911017-q 3:1.11 I:I NOTE: ALL DIMENSIONS ARETO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM AREABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REQ. ]b 2. ICGANSI A117.1-2009 SECTIONS 10 VANITY&AVATORY AND 1004.11.3.12 VANITY&AVATORY IS NOT PERMITTED TO ENCROACH ON WATER CLOSET CLEAR FLOOR SPACE. THE LATERAL DISTANCE FROM THE CENTERUNEOFTHEWATERCLOSET TO EITHER A BATHTUB OR WALL ON THE S1DE OPPOSITE THE DIRECTION OF APPROACH SHALL BE 19'. WHERE SIDE WALL IS NOT AVAILABLE FOR REQUIRED REINFORCING, REFER TO CLEARANCES REQUIRED AT SWING UP GRAB BARS, DETAIL 6 THIS SHEET. INSTALLATION OF GRAB BAR REINFORCEMENTATTHEWALL BEHIND AND TO THE SIDE OF THE WATER CLOSET IS REQUIRED FOR THE FUTURE INSTALLATION OF GRAB BARS. RE: DETAIL ] THIS SHEET. WHERE SIDE WALL IS NOT AVAILABLE, REFER TO CLEARANCES REQUIRED AT SWING UP GRAB BARS. DETAIL 0 THIS SHEET. WATER CLOSET FLUSH CONTROL ON OPENIAPPROACH SIDE OF WATER CLOSET ACLEARANCE OF 56" FROM THE WALL BEHIND THE WATER CLOSET, AND W FROM THE SIDE WALL FOR EITHER A PARALLEL OR FORWARD APPROACH MUST BE PROVIDED. NO OVERLAPPING ELEMENTS ARE ALLOWED. ANSI TYPE'B'. OPTION A/B BATH NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSINGACT RED. 7b 2. ICGANSI Attl.1-2009 SECTIONS 1009.11.1.1004.11.3.1.2.2 VANITYMVATORY IS PERMITTED TO ENCROACH ON WATER CLOSET CLEAR FLOOR SPACE. EDGE OF VANITY 15' MIN. FROM CENTERLINE OF WATER CLOSET. THE LATERAL DISTANCE FROM THE CENTERLINE OF THE WATER CLOSET TO ERHER A BATHTUB CR WALL ON THE S1DE OPPOSITE THE DIRECTION OF APPROACH SHALL BE 18'. WHERE SIDE WALL IS NOT AVAILABLE FOR REWIRED REINFORCING, REFER TO CLEARANCES REQUIRED AT SWING UP GRAB BARS. INSTALLATION OF GRAB BAR REINFORCEMENT AT THE WALL BEHIND AND TO THE SIDE OF THE WATER CLOSET IS REQUIRED FOR ME FUTURE INSTALLATION OF GRABBARS. WHERE SIDE WALL IS NOT AVAILABLE, REFER TO CLEARANCES REQUIRED AT SWING UP GRAB MRS. WATER CLOSET FLUSH CONTROL ON OPEWAPPROACH S1DE OF WATER CLOSET A CLEARANCE OF 56' MEASURED FROM THE WALL BEHIND THE WATER CLOSET AND 40' MEASURED FROM THE SIDE DESIGNATED FOR FUTURE INSTALIATON OF GRAB BARS MUST BE PROVIDED. ANSI TYPES', OPTION A/B BATH NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH: DIMENSIONS THAT ARE NOT STATED AS MAMMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDEMLFAIRHOUSINGACTREO.Tb 2. ICGANSI A11].1 -MM SECTIONS 1004.11.1 AND 10M. 3.3.1.2.2.3 VANITY&AVATORY IS PERMITTED TO ENCROACH ON WATER CLOSET CLEAR FLOOR SPACE. EDGE OF VANITY 15' MIN. FROM CENTERLINE OF WATER CLOSET. THE LATERAL DISTANCE FROM THE CENTERLINE OF THE WATER CLOSET TO EITHER A BATHTUB CR WALL ON THE S1DE OPPOSITE THE DIRECTION OF APPROACH SHALL BE 10'. WHERE SIDE WALL IS NOT AVAILABLE FOR REWIRED REINFORCING. REFER TO CLEARANCES REQUIRED AT SWING UP GRAB BARS. INSTALLATION OF GRAB BAR REINFORCEMENT AT THE WALL BEHIND AND TO THE SIDE OF THE WATER CLOSET IS REQUIRED FOR THE FUTURE INSTAMkTON OF GRAB MARS. WHERE SIDE WALL IS NOT AVAILABLE, REFER TO CLEARANCES REQUIRED AT SWING UP GRAB BARS. WATER CLOSET MUSH CONTROL ON OPEN/APPROACH SIDE OF WATER CLOSET A CLEARANCE OF BY FROM THE WALL BEHIND THE WATER CLOSET, AND 48' FROM THE S1DE DESIGNATED FORA FORWARD APPROACH MUST BE PROVIDED. ANSI TYPES'. OPTION A/B BATH NOTE: ALL MMENSIONSARE TO FACE OF FINISH; DIMENSIONS THATARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDAROS: 1. FEDERAL FAIRHOUSING ACT REp.6 2. ICGANSI .411].1-2009 SECTIONS 604.5 AND 1004.11.1.1 THE LATERAL DISTANCE FROM AHE CEWERLINE OF ME WATER CLOSET TO EITHER A BATHTUB OR WALL ON THE SWINGUP GRAB BAR SIDE OF WATER CLOSET SHALL BE 18', INSTALLATION OF GRAB BAR REINFORCEMENT AT ME WALL BEHIND THE WATER CLOSET IS REQUIRED FOR THE FUTURE INSTALLATION OF SWING -UP GRAB BARS. LINE OF ADJACENT BATHTUB OR WALL FUTURE SWINGUP GRAB BAR AS NEEDED. WHEN PROVIDED, THE SWINGUP GRAB BAR SHALL BE INSTALLED WITH THE CEWERLINE OF THE GRAB BAR 15314' FROM THE CEWERLINE OF ME WATER CLOSET. WATER CLOSET FLUSH CONTROL ON OPEWAPPROACH SIDE OF WATER CLOSET VANITY/IAVATORY IS PERMITTED TO ENCROACH ON WATER CLOSET CLEAR FLOOR SPACE. EDGE OF VANITY 16' MIN. FROM CENTERLINE OF WATER CLOSET ANSI TYPE'B'. OPTION A/B BATH 111 #= ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO PoMS xww.bBbenmm U) Z W LL 55 B O 00 �O W W C) Q Q a. Uj Q LIJ /Uj V! l�l^ V! OO =U W _ W 0 > V SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No.:MA L�TSUBM�k mN r DJV Pmj9d Designer DMB N 08.28.2020 Job Number 218094 DrE By RB JT CT Tracked B DMB TNa ACCESSIBILITY ANSI All 17.1 TYPE B DETAILS SEEN Number AMIE5 REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT RED.4 2. ICC/ANSI AT17.1-2009 SECTION 404 3. 21110 ADA STANDARDS (FOR PUBLIC ACCOMMODATIONS) = 1'-0" ALTERNATE 3T MIN. SWING DOOR ill" MAX. THRESHOLD FLOOR LEVEL -1/4' MAX. VERTICAL CHANGE IN LEVEL. 1/2" MAX. VERTICAL CHANGE ALLOWED IN FLOOR LEVEL WHEN BEVEL WITH SLOPE LESS THAN 1:215 PROVIDED. NOTE. CHANGES IN LEVEL GREATER THAN 1/2' IN HEIGHT SHALL BE RAMPED WITH A RUNNING SLOPE NOT STEEPER THAN 1:12 1T 52' MIN. Mme" 42' MIN. t 58" MIN. NOTE: 42-MIN.LATCH ATWPLLMOUNTEEDWC APPROACH ONLY, OTHER WNW APPROACHES 48"MIN . AT ROORMOUNTED WC REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REQ. 2 2. ICGANSI A117.1-2009 SECTION 604 3. 2010 ADA STANDARDS (FOR PUBLIC ACCOMMODATIONS) STANDARD TOILET STALL 1/2„ - r -D„ NOTE: FLUSH CONTROLS SHALL BE HAND OPERAMD OR AUTOMATC. HAND OPERATED RUSH CONTROLS SHALL COMPLY WITH ANSI SECTION 308 NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT MO.2 2. ICGANSI AT7A 20M SECTIONS 30R AND 605 3. 2010 ADA STANDARDS (FOR PUBLIC ACCOMMODATIONS) TO TW OF RIM PLA 15 -MIN -AN w I' ELEVATOR NOTE: ALL DIMENSIONS ARE TO FACE OF RNMM: MMENSMNS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIRHOUSING ACT REQ.2 2. ICCIANSI Al 171-2008 SECTIONS 30,306, AND 601 3. 2010 ADA STANDARDS (FOR PUBLIC ACCOMMODATIONS) THE SPOUT SHALL BE LOCATED 15 44'MIN. INCHES MINIMUM FROM THE VERTICAL 8" SUPPORT AND 5 INCHES MAXIMUM 9'MIN, FROM THE FRONT EDGE OF THE 38" DRINKING FOUNTAIN, INCLUDING BUMPERS. SHALL BE LOCATED IN A CLEAR FLOOR SPACE COMPLYING wO WITH SECTION 305, POSITIONED FOR A 1 FORWARD APPROACH TO THE E DRINKING FOUNTAIN, SHALL BE C, PROVIDED. KNEE AND TC£ SPACE COMPLYING WITH SECTION 306 SHALL i E BE PROVIDED. THE CLEAR FLOOR e 11TIIN wo FO1f06cn£n SPOUT OUTLETS OF WHEELCHAIR KNEE CLEARANCE ACCESSIBLE DRINKING FOUNTAINS SPACE BENEATH AN ELEMENT BETWEEN IF AND SHALL BE 36 INCHES MAXI MUM ABOVE 2P ABOVE THE FLOOR s && DRINKING FOUNTAINS FOR STANDING DEPTH @ 27' AFF = W MINIMUM PERSONS SHALL BE 38 INCHES DEPTH @TAFF= 11" MINIMUM, 25" MAXIMUM MINIMUM AND 43 INCHES MAXIMUM i ABOVE THE FLOOR, i o -AN w I' ELEVATOR NOTE: ALL DIMENSIONS ARE TO FACE OF RNMM: MMENSMNS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIRHOUSING ACT REQ.2 2. ICCIANSI Al 171-2008 SECTIONS 30,306, AND 601 3. 2010 ADA STANDARDS (FOR PUBLIC ACCOMMODATIONS) THE SPOUT SHALL BE LOCATED 15 44'MIN. INCHES MINIMUM FROM THE VERTICAL 8" SUPPORT AND 5 INCHES MAXIMUM 9'MIN, FROM THE FRONT EDGE OF THE 38" DRINKING FOUNTAIN, INCLUDING BUMPERS. SHALL BE LOCATED IN A CLEAR FLOOR SPACE COMPLYING M WITH SECTION 305, POSITIONED FOR A 1 FORWARD APPROACH TO THE E DRINKING FOUNTAIN, SHALL BE C, PROVIDED. KNEE AND TC£ SPACE COMPLYING WITH SECTION 306 SHALL i E BE PROVIDED. THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE DRINKING FOUNTAIN. 11TIIN wo FO1f06cn£n SPOUT OUTLETS OF WHEELCHAIR KNEE CLEARANCE ACCESSIBLE DRINKING FOUNTAINS SPACE BENEATH AN ELEMENT BETWEEN IF AND SHALL BE 36 INCHES MAXI MUM ABOVE 2P ABOVE THE FLOOR THE FLOOR. SPOUT OUTLETS OF MINIMUMWIDTH3P DRINKING FOUNTAINS FOR STANDING DEPTH @ 27' AFF = W MINIMUM PERSONS SHALL BE 38 INCHES DEPTH @TAFF= 11" MINIMUM, 25" MAXIMUM MINIMUM AND 43 INCHES MAXIMUM KNEE CLEARANCE SHALL BE PERMITTED TO BE ABOVE THE FLOOR, REDUCED ATA RATE OF I -FOR EACH T IN _ w HEIGHT. 12-MIN.1S 24 -MIN. 12'MIN. I 48' MIN. TOE CLEARANCE SPACE BENEATH AN ELEMENT BETWEEN THE ROORAND9'AB0VENEFLOOR MAXIMUM DEPTH 25F • MINIMUM DEPTH 17' • >6" BEYOND AVAILABLE KNEE SPACE AT T AFF NOT CONSIDERED. WHERE SPACE BENEATH AN ELEMENT IS F A S INCLUDED AS PLY WI ANSICLEAR CTION3 6 b SPACE OR A TURNING SPACE, THE SPACE SHALL COMPLY WITH ANSI SECTION 306 REQUIRING KNEE AND TOE CLEARANCE NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; 17'-25' 0 TOE CLEARANCE DIMENSIONS NAT ARE NOT STATED AS MAXIMUM 25"MAX. ®KNEE CLEARANCE OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REQ. 2 2, ICGANSI A117A 2039 SECTION 306 AMENITY SPACES 1/2"=1'-0" AMENITY SPACES 1/2"=1'-0" AMENITY SPACES KNEE AND TUE CLEARANCES 1 1/2' = 1'-0" AMENITY SPACES MIRROR /- LEVER VALVE 17' MIN. - PROTECTED PIPING 19 -MAX. / W MIN. ACCESSIBLE SYMBOL PER AT FLOOR MOUNTED W.C. ICGANSI Al17.1-boom SECTION 703.6.3.1 38'MIN. WNW ���III ���III AT WALL MOUNTED W.G �/ �/ / ' _ _ 17 -MIN. 11 /\11\\/\\_V///•) (1 /\\I\\/\�V///„) 28"MAX. � i b F � CLEAR FLOOR SPACE DIRECTIONAL IDENTIFICATION m MIN. MAX. 2 i IAVATORYISINK CLEAR FLOOR r DOINTAIN T SPACE 1. REQUIRED NOTES: O MAINTAINACLFAR 1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BYIHE INTERNATIONAL SYMBOL OF 1. INSULATE SUPPLY BDRAIN PIPES OPENING WIDTH ACCESSIBILITY PER IBL SECTOR 1111 AND ANSI SECTION 703.6 UNDER LAVATORIESISINKS. ZA S OF 32- MIN. 2. DIRECTIONAL SIGNAGE INDICATING ROUTE TO ACCESSIBLE ELEMENTS SHALL BE PROVIDED 2. THERE SHALL BE NO SHARP OR PER IBC SECTION 1111.2 ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. -------- INFORMATION SHOWN FOR REFERENCE ONLY. SIGNAGE PACKAGE SHALL BE APPROVED BY DEFERRED SUBMITTAL. SUBMIT REFERENCED STANDARDS: ALL SIGNAGE TOOWNEft1ARCHITECT FOR ftFVIEW PRIOR TO INSTALL/FABRICATION. COUNTER 1. FEDERAL FAIR HOUSING ACT RED.2 2. ICGANSI A117.1-2009 SECTION 601 TME: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE 3. 2(110 ADA STANDARDS (FOR PUBLIC NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. ACCOMMODATIONS) REFERENCED STANDARDS: ftEFERENLEO STANDARDS: 1. INTERNATIONAL BUILDING CODE SECTION 1111 1. FEDERAL FAIR HOUSING ACT RED.2 48'MIN. 2. ICCIANSI A19.1-2009 SECTION 703 2. ICGANSI A11T.Y2009 SECTION 300 S 600 $ STANDARD STALL END OF ROW 5 ACCESSIBILITY SIGNAGE 2 ACCESSIBLE PUBLIC LAVATORY/SIN 1/2" - 1'-0" 1/2" = 1'-0" AMENITY SPACES 1/2' = 1'-0" AMENITY SPACES 39-61 11 l 110DAGRAEMR, TOILET PAPER Nal12'C0 DISPENSER OUTLET FRCMM1WNTNGWFFACE 44'MIN. 111 �� 8" W' 20"MIN. 10'MIN. community • planning Marcleilecturs 38" SHALL BE LOCATED IN THISZONE 54- MIN. M / LL00 XATCXIMIWTEB LOLnTGN 36 MIN. i P Q IO1 W wo FO1f06cn£n F e< Q W Q= 12 MA%. 42 -MIN. "� lw^ V! l�^ all Bob GFpH BS4-MIN. Ir�I / _ w 12-MIN.1S 24 -MIN. 12'MIN. I > r N? y Z x$ C 24' MIN C "- m E< f N m S ?. REAR WALL SIDE WALL REAR WALL FLUSH CONTROL ON OPEN SIDE SIDE WALL NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT OF WATER CLOSET ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT REQ. 2 2. ICCIANSI A117.1-2008 SECTION 604 & 608 3. 2010 ADA STANDARDS (FOR PUBLIC ACWMMODATONS) n PUBLIC TOILET GRAB BAR PLACEMENT �I I 1/2" = 1•-0• AMENITY SPACES COUNTERTOP MUST BE A MIN. LENGTH TO ALLOW , 30'x46• CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH WITH KNEE AND TOE CLEARANCE. NOTE: COUNTERTOP MUST WIDTH TO ALLOW FOR 30"MIN. BE A MIN. LENGTH TO ALLOW 36' CLEAR FLOOR SPACE IF SPACE IS USED IN OONJUNLTON WRHATSHAPED TURNING SPACE. SINK CONTROLS TO BE OPERABLE WITH 5 POUNDS OF PRESSURE OR LESS AND CANNOT REQUIRETIGHTGRASPING, PINCHING OR TWISTNG OF THE WRIST PER ANSI SEC. 3094 NOTE: A PARALLEL APPROACH COMPLYING WITH ANSI SECTION SUB SHALL BE PERMITTED ATA KITCHEN SINK IN ASPACE WH SHE ACOOKTOP OR CONVENTIONAL RANGE IS NOT PROVIDED. TME: T. FINISH FLOOR $HALL EXTEND UNDER T E CABINENINKAND COUNTERTOP. 2. WALLS EXPOSED AND SURROUNDING THE CABINETRYSHALL BE FINISHED. 3. PLLEXPOSED PIPINGUNDERSINKSANDLAVATORIESMUSTBE INSULATED OR SI CONFIGURED TO PROTECT AGAINBT CONTACT, AND HAVE NO SHARP OR ABRASIVE SURFACES. MAINTAIN ALL KNEE AND TOE CLEARANCES NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE.. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT RED. 7a 2. ICGANSI A11T.1 2008 SECTON BB6 TORY/SIN AMENITY SPACES MAINTAIN 247 MIN. FROM BACKSPLASH WALLTOCENTEROFSINK PROVIDE 1x2 TRIM AT WALL FOR COUNTERTOP SUPPORT AS NEEDED, PAINT. -- PROVIDE FINISHED END BRACKETS AT - END OF COUNTERTOP FOR SUPPORT AS NEEDED. NOTES: 1. FINISH FLOOR SHALL EMEND UNDER ppA UWATORYISINK AND COUNTERTOP. C� 2. WALLS BEHIND AND SURROUNDING THE CABINETRY SHALL BE FINISHED. 3. INSUTATE SUPPLY & DRAIN PIPES UNDER UWATORIESANDSINKS. TO FIXTURE RIM OR COUNTERTOP, WHICHEVER IS HIGHER SUPPORT PANEL BEYOND AS NEEDED f r 6' 0' M4% KNEE AND TOECCES MIN. SHALL BE MAINTAINED. IIN. OMEMNOTIEMLLOIMEAT MEONS ARE STATED S FINISH; 26- MAX. OMIMUM ARE ABSOLUTE XM STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSINGACT K=M2,7a•AND7 E 2. ICGANSI A117A-2009 SECTION WE & WS AMENITY SPACES CLEAR FLOOR SPACE, TYP. 36' $PACE UNDER WORK SURFACEIS TO BE USED FORA REQUIRED T -TURNING SPACE. 111 �� ■ KEPHART community • planning Marcleilecturs 25M WAWUTSTREET DENVER, COLORADO ill xxw.bpM1enmm Z LU FLOOR SPACE IF SPACE IS USED IN OONJUNLTON WRHATSHAPED TURNING SPACE. SINK CONTROLS TO BE OPERABLE WITH 5 POUNDS OF PRESSURE OR LESS AND CANNOT REQUIRETIGHTGRASPING, PINCHING OR TWISTNG OF THE WRIST PER ANSI SEC. 3094 NOTE: A PARALLEL APPROACH COMPLYING WITH ANSI SECTION SUB SHALL BE PERMITTED ATA KITCHEN SINK IN ASPACE WH SHE ACOOKTOP OR CONVENTIONAL RANGE IS NOT PROVIDED. TME: T. FINISH FLOOR $HALL EXTEND UNDER T E CABINENINKAND COUNTERTOP. 2. WALLS EXPOSED AND SURROUNDING THE CABINETRYSHALL BE FINISHED. 3. PLLEXPOSED PIPINGUNDERSINKSANDLAVATORIESMUSTBE INSULATED OR SI CONFIGURED TO PROTECT AGAINBT CONTACT, AND HAVE NO SHARP OR ABRASIVE SURFACES. MAINTAIN ALL KNEE AND TOE CLEARANCES NOTE: ALL DIMENSIONS ARE TO FACE OF FINISH; DIMENSIONS THAT ARE NOT STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE.. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSING ACT RED. 7a 2. ICGANSI A11T.1 2008 SECTON BB6 TORY/SIN AMENITY SPACES MAINTAIN 247 MIN. FROM BACKSPLASH WALLTOCENTEROFSINK PROVIDE 1x2 TRIM AT WALL FOR COUNTERTOP SUPPORT AS NEEDED, PAINT. -- PROVIDE FINISHED END BRACKETS AT - END OF COUNTERTOP FOR SUPPORT AS NEEDED. NOTES: 1. FINISH FLOOR SHALL EMEND UNDER ppA UWATORYISINK AND COUNTERTOP. C� 2. WALLS BEHIND AND SURROUNDING THE CABINETRY SHALL BE FINISHED. 3. INSUTATE SUPPLY & DRAIN PIPES UNDER UWATORIESANDSINKS. TO FIXTURE RIM OR COUNTERTOP, WHICHEVER IS HIGHER SUPPORT PANEL BEYOND AS NEEDED f r 6' 0' M4% KNEE AND TOECCES MIN. SHALL BE MAINTAINED. IIN. OMEMNOTIEMLLOIMEAT MEONS ARE STATED S FINISH; 26- MAX. OMIMUM ARE ABSOLUTE XM STATED AS MAXIMUM OR MINIMUM ARE ABSOLUTE. REFERENCED STANDARDS: 1. FEDERAL FAIR HOUSINGACT K=M2,7a•AND7 E 2. ICGANSI A117A-2009 SECTION WE & WS AMENITY SPACES 111 �� ■ KEPHART community • planning Marcleilecturs 25M WAWUTSTREET DENVER, COLORADO ill xxw.bpM1enmm Z LU M / LL00 O P Q IO1 W wo F e< Q W Q= lw^ V! l�^ V! OOw =U _ w 0 > SOF CO4O D N 037 4 �SFD ARC`F. 03.25.2021 No. Dare Issue 10,18.19 too%CO 0920.20 PERM UBMXTAL r aR rn O mN DJV Pmpd0e8igner DMB M 08.28.2020 kb Number 218094 Draw By RB JT CT CM1BdeU Oy DMB The AMENITY ACCESSIBILITY DETAILS SNPe.1RNl6er AO=8M6 NOTE: ALL CABINET HARDWARE SHALL BE ACCESSIBLE AND COMPLIANT WITH ANSI 117.1 SECTION 308.4 REFER TO KEYNOTES FOR COUNTERTOP & BACKSPLASH FINISH PROVIDE OFFSET DRAIN ACCESSIBLE SKIRT, TRAP GUARD, TO MATCH AM. CABINET FINISH, REFER TO KEYNOTES PROVIDE INSUL AT WATER SUPPLY &DRAIN PIPES WHEN EXPOSED PER SECTION 606.6 SUPPORTS TO MATCH ADJ. CABINET FINISH (SUPPORT NOT TO IMPEDE ANSI CLEARANCES) RE: ICCIANSI SECTION 606 NOTE: MIN. 30' CI-R- IF LRIF CLEARANCE UNDER SINK IS TO ACCOMODATE T SHAPED TURNING SPACE. 38' MIN IS REQUIRED BETWEEN SUPPORTS FINISH BACK WALL TO MATCH ADJ. WALL FINISH PROVIDE BASE TRIM TO MATCH ADJ. RE: INTERIORS REMOVEABLE CABINET, FRONT. BASE AND SIDES FINISH FLOCK TO CONT. UNDER BASECABINET SUBFLOCR AS OCCURS, RE: ASSEMBLIES NOTE:ALLCABINET HARDWARE OBE BE ACCESSIBLE AND COMPLIANT WITH ANSI 117.1 SECTION 309.4 REFER TO KEYNOTES FOR COUNTERTOP & BACKSPLASH FINISH SKIRT TO REMAIN UPON REMOVAL OF BASE PROVIDE OFFSET DRAIN FUTURE SKIRT OR TRAP GUARD PROVIDE INSUL AT WATER SUPPLY a DRAIN PIPES WHEN EXPOSED PER SECTION 605.6 SUPPORTS TO MATCH ADJ. CABINET FINISH (SUPPORT NOT TO IMPEDE ANSI CLEARANCES) RE: ICCIANSI SECTION SOS NOTE: MIN. 30' Cl-R- IF L0.IF CLEARANCE UNDER SINK IS TO ACCOMODATE TSHAPED TURNING SPACE, 38' MIN IS REWIRED BETWEEN SUPPORTS REFER TO KEYNOTES FOR CABINETFINISH FINISH BACK WALL TO MATCH ADJ. WALL FINISH PROVIDE BASE TRIM TO MATCH ADJ, RE: INTERIORS REMONEABLE CABINET, FRONT BASE AND SIDES FINISH FLOOR TO CONT. UNDER BASE CABINET SUBFLOCR AS OCCURS, RE: ASSEMBLIES DE A - BATH RM SINK - REMOVABLE BASE = 1.-0'. 3 C F B I- I Ur 3/4„ - l_D., - KITCHEN SINK - RE NOTE: ALL CABINET HARDWARE SHALL BE ACCESSIBLE AND COMPLIANT WITH ANSI 117.1 SECTION 309.4 REFER TO KEYNOTES FOR COUNTERTOP&BACKSPLASH FINISH SKIRT TO REMAIN UPON REMOVAL OF BASE PROVIDE OFFSET DRAIN FUTURE SKIRT OR TRAP GUARD PROVIDE INSUL AT WATER SUPPLY& DRAIN PIPES WHEN EXPOSED PER SECTION 808.8 SUPPORTS TO MATCH ADJ. CABINET FINISH (SUPPORT NOT TO IMPEDE ANSI CLEARANCES) RE: ICCIANSI SECTION 606 NOTE: MIN. 30' CUR. IF CLEARANCE UNDER SINK IS TO ACCOMODATE T -SHAPED TURNING SPACE, 36' MIN IS REQUIRED BETWEEN SUPPORTS REFER TO KEYNOTES FOR CABINETFINISH FINISH BACK WALL TO MATCH ADJ. WALL FINISH ADJ. RE: INTERIORS REMOVEABLE CABINET, FRONT, BASEANDSIDES FINISH FLOOR TO CONT. UNDER BASE CABINET SUBFLOOR AS OCCURS, RE: ASSEMBLIES ABLE BASE 111 �� ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO mms .n mBUenmm U) Z W M -100 0 .jO F- w LU p F� Q QQ W Q= LU w�: MF- �C/) OOw =U W 2 0> V � N� L.L SOF CO4O 0 N 037 4 �SFD ARC`F. 03.25.2021 No. Data Issue 0528.20 FERMTSUBMRTK rb%rqo� mg DJV Pmgd Designer DMB Data 08.28.2020 Job Number 218094 Draw By RB JT CT CM1edeU By eeeeee DMB Title AMENITY ACCESSIBILITY DETAILS Sheet Nemoer A0=81 T T G1 G2 — 'u m G3 20'-0 1W SLAB PLAN LEGEND CML b Iff F AREADRNN.RE:PLUMBING BLAB STEPPED SLOPE CONDITION SAND/OIL INTERCEPTORS: RE: PLUMBING SLAB SLOPE CONDITION SLAB SLOPE INDICATOR • FLOOR DRAIN PT SLAB - NO SLOPE - PT SLAB, SLOPED (AS INDICATED ON PI -AN) ® C O OPENING IN SLAB 00 AREA OF RECESSED SLAB F W W m. LCL( Q Q 'u m G3 20'-0 1W SLAB PLAN LEGEND CML SPOT ELEVATION INDICATOR Iff SLAB STEP CONDITION AREADRNN.RE:PLUMBING BLAB STEPPED SLOPE CONDITION SAND/OIL INTERCEPTORS: RE: PLUMBING SLAB SLOPE CONDITION SLAB SLOPE INDICATOR • FLOOR DRAIN PT SLAB - NO SLOPE - PT SLAB, SLOPED (AS INDICATED ON PI -AN) ® SIAS ON GRADE O OPENING IN SLAB 00 AREA OF RECESSED SLAB RIDGE zQ ZZ SLOPE AT I% MIN. SLOPE AT I%MIN. V 2%MAX (U.N.O.) 2% MAX IU.N.0) w a a DRAIN SHALL BE CENTERED IN AREA (U.N O.) zO a�zl8N RIDGE TYPICAL GARAGE AREA DRAIN PLAN (CONDITIONS MAY VARY: REFERTO PLAN FOR MORE SPECIFIC INFORMATION.) SLAB PLAN GENERAL NOTES 1. DRAIN ELEVATION NOTED AS T.O.D. 2. REFER TO THE FOLLOWING DETAIL FOR ADDRIONAL GRAIN DETAILS; 1l_E)P--1 1 REFER TO PLUMBING FOR ADDITIONAL INFORMATION. C WARP SLAB AS NECESSARY TO PREVENT DRAINAGE OBSTRUCTION. 5. DRAWINGS ARE FOR GENERAL DESCRIPTION; VERIFY WITH STRUCTURAL DRAWINGS FOR ALL DIMENSIONS, LOCATIONS,A REQUIREMENTS. 8. GENERAL CONTRACTOR SHALL PROVIDE FULLY DIMENSIONED PENETRATION DRAWINGS FOR REVIEW PRIOR TO COMMENCING SLAB IAYOUT AND CONSTRUCTION. 208..e. 107'-10' 2TS �W-1 VS' 38'-0P 101W 29-1 LB' 38'-00" 101W 29-0 {H 23'-1 Y6' N KEY PLAN ® 4 PROJECT KEYNOTES NO. NOTE 223 AREADRNN.RE:PLUMBING 44.1 SAND/OIL INTERCEPTORS: RE: PLUMBING 107'-10' 2TS �W-1 VS' 38'-0P 101W 29-1 LB' 38'-00" 101W 29-0 {H 23'-1 Y6' N KEY PLAN ® 4 PROJECT 3132" = V-0" V GRIDLINE S3'41IP 14'48 70 * 20T -1- F RE: STRUCT 2U -10- G B) U-10'GB GC G1 G3 111 �� ■ PAH Anning community a rReTrB 25M WAWUT STREET DENVER, COLOMDO PoMS xw mmmmw' U) Z W M d O 00 .jO F W W �C) LCL( Q Q W Q= (n W v , (n lF— V! OO =U W _ W 0 > V � L.L SOF COLO u N 037 4 n� �SFD ARC`F. 03.25.2021 N0. Data Napa 10,19.10 1W%CO ae28.2o PERM .Rt 1. e n D mg DJV Pmgd Designer DMB Date 08.28.2020 Job Number eeeeee 218094 Driven By eeeeee RS JT CT CIIxME By eeeeee DMB The eeeeee OVERALL GARAGE BSMT LEVEL SLAB PLAN Sheet Number Al -0.0 ON NOW 3132" = V-0" V GRIDLINE S3'41IP 14'48 70 * 20T -1- F RE: STRUCT 2U -10- G B) U-10'GB GC G1 G3 111 �� ■ PAH Anning community a rReTrB 25M WAWUT STREET DENVER, COLOMDO PoMS xw mmmmw' U) Z W M d O 00 .jO F W W �C) LCL( Q Q W Q= (n W v , (n lF— V! OO =U W _ W 0 > V � L.L SOF COLO u N 037 4 n� �SFD ARC`F. 03.25.2021 N0. Data Napa 10,19.10 1W%CO ae28.2o PERM .Rt 1. e n D mg DJV Pmgd Designer DMB Date 08.28.2020 Job Number eeeeee 218094 Driven By eeeeee RS JT CT CIIxME By eeeeee DMB The eeeeee OVERALL GARAGE BSMT LEVEL SLAB PLAN Sheet Number Al -0.0 ACCESSIBILITY LEGEND PLAN ', INDICATES REWIRED 2x REINFORCEMENT FOR FUN RE 1 �. 1 ;B, 0� INSTALLATION OF GRAB BARS. EXTEND REINFORCEMENT A Q; �i MIN. 2' BEYOND REQUIRED DIMENSION EXTEN SHOWN FOR BAR. (RE: ANSI A1171 TYPE'A' AND TYPE'S' ACCESSIBILITY DETAILS) ACCESSIBLE PATH CLEAR FLOOR CIRCULAR TURNING SPACE SPACE(CFS) Qom; 78' T ' 4r 1 .G___________'_________�.' HINGE APPROACH -PULL SIDE (DECREASED DEPTH) hiI 81WL SPOT ELEVATION INDICATOR ----------------------- SLAB SLOPE INDICATOR 136 60' i AREADRAIN. RE: PLUMBING 224 s TOPPING SLAB, MAINTAIN ACCESSIBLE t 23.12 EXHAUST SHAFT; RE: MECHANICAL GRADE TRAFFIC COATING AT DECKS AND ®PEDESTRIAN '' sa^ ELECTRIC VEHICLE WALL CHARGE STATION, DOUBLE. ROUGH IN FOR FUTURE USE. RE: ELECTRICAL 48• it 44.1 $ 1 11 T T W-05 1 11 T T $ 11 T l E Tgym' EX7ERIORWALL-2x4 24' LIAR EX7ERIORWALL-26 ; 1 -HR '13'x' � ; 2r 1 -HR '.F eg I' y � i L' i �� ......... �T FRONTAPPROACH- FRONT APPROACH -PUSH HINGEAPPROACH- NR PULLSIDE SIDE(BOTH CLOSER AND PULL SIDE ADA i I LATCH PROVIDED) ;M g J CLEAR FLOOR CIRCULAR TURNING SPACE SPACE(CFS) Qom; 78' T ' 4r 1 .G___________'_________�.' HINGE APPROACH -PULL SIDE (DECREASED DEPTH) ------------ B� �1r 3C ,T ;C TSHAPED TURNING SPACE 2? S'LH I; 'N HINGE APPROACH -PUSH SIDE hiI 81WL SPOT ELEVATION INDICATOR 13.1 SLAB SLOPE INDICATOR 136 60' i AREADRAIN. RE: PLUMBING 224 s TOPPING SLAB, MAINTAIN ACCESSIBLE t 23.12 EXHAUST SHAFT; RE: MECHANICAL GRADE TRAFFIC COATING AT DECKS AND ®PEDESTRIAN GARAGE SLAB ELECTRIC VEHICLE WALL CHARGE STATION, DOUBLE. ROUGH IN FOR FUTURE USE. RE: ELECTRICAL AREA OF SNOW STORAGE SIGN AND STRIPE 4'X42' SURFACE APPLIED BOLLARD SAFETY YELLOW, 44.1 SANgOIL INTERCEPTORS; RE: PLUMBING R^CMUWAIL W-05 2 -HR FIRE BARRIER, W CMU WALL WE -1e Tgym' EX7ERIORWALL-2x4 24' LIAR EX7ERIORWALL-26 i 1 -HR '13'x' � ; 2r 1 -HR yy �� WE3a y � i L' i �� EXTERIOR WALL DEMISING -2 �T LHR R EXTERIOR WALL DEMISING- 2 2x0 M WE -0 NR LATCH APPROACH -PUSH WEb WATER CLOSET - ADA i I SIDE (WITH CLOSER) ;M g J FIAR 1 -HR UNIT DEMISING, RE PARTTION-2SIM WI -11b R UNIT HIRE PA -228 WF2 HINGE APPROACH -PUSH CORRIDOR. FIREPARTITION -24 LATCH APPROACH- 12HIR IATCHAPPROACH-PULL 1.3 WI3 LATOHAPPROAOH- SIDE (BOTH CLOSER AND WI3e PULL SIDE WRIER- EXIT ENCLOSURE, FIRE SHAFTLINER B WD FRAMING SIDE (WITH CLOSER) 2 -HR PUSH SIDE LATER PROVIDED) 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFTLINER&WDFRAMING WHB 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFTLINER& WD FRAMING WHb ------------ B� �1r 3C ,T ;C TSHAPED TURNING SPACE 2? S'LH I; 'N HINGE APPROACH -PUSH SIDE GARAGE PLAN LEGEND hiI 81WL SPOT ELEVATION INDICATOR 13.1 SLAB SLOPE INDICATOR 136 0 6P AREADRAIN. RE: PLUMBING 224 s TOPPING SLAB, MAINTAIN ACCESSIBLE t 23.12 EXHAUST SHAFT; RE: MECHANICAL GRADE TRAFFIC COATING AT DECKS AND ®PEDESTRIAN GARAGE SLAB ELECTRIC VEHICLE WALL CHARGE STATION, DOUBLE. ROUGH IN FOR FUTURE USE. RE: ELECTRICAL AREA OF SNOW STORAGE SIGN AND STRIPE 4'X42' SURFACE APPLIED BOLLARD SAFETY YELLOW, 44.1 SANgOIL INTERCEPTORS; RE: PLUMBING R^CMUWAIL W-05 2 -HR FIRE BARRIER, W CMU WALL WE -1e LIAR EX7ERIORWALL-2x4 24' LIAR EX7ERIORWALL-26 W&1C 1 -HR EXTERIORWALL-2x8 i 1 -HR EXTERIOR WALL- 2x13 WI GWB ON BOTH SIMS WE3a I 1 -HR i WE -ab HR EXTERIOR WALL DEMISING -2 W&W E3c LHR R EXTERIOR WALL DEMISING- 2 2x0 M WE -0 NR LATCH APPROACH -PUSH WEb WATER CLOSET - ADA WEla SIDE (WITH CLOSER) GENERUNIT FLOOR MOUNT FIAR 1 -HR GARAGE PLAN LEGEND hiI 81WL SPOT ELEVATION INDICATOR 13.1 SLAB SLOPE INDICATOR 136 0 FLOOR DRAIN AREADRAIN. RE: PLUMBING 224 s TOPPING SLAB, MAINTAIN ACCESSIBLE t 23.12 EXHAUST SHAFT; RE: MECHANICAL GRADE TRAFFIC COATING AT DECKS AND ®PEDESTRIAN GARAGE SLAB ELECTRIC VEHICLE WALL CHARGE STATION, DOUBLE. ROUGH IN FOR FUTURE USE. RE: ELECTRICAL AREA OF SNOW STORAGE SIGN AND STRIPE KEYNOTES NO. NOTE 13.1 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 136 CHAIN LINK FENCE POSTS AND GATES. INSTALL PER MFRWRITTEN REQUIREMENTS 22.3 AREADRAIN. RE: PLUMBING 224 FLOOR GRAIN. RE'. PLUMBING 22.2$ STORM WATER VAULT RE: PLUMBING 23.12 EXHAUST SHAFT; RE: MECHANICAL 268 ELECTRIC VEHICLE WALL CHARGE STATION, DOUBLE. RE: EIECTRICPL 26R ELECTRIC VEHICLE WALL CHARGE STATION, DOUBLE. ROUGH IN FOR FUTURE USE. RE: ELECTRICAL 34.1 4'X42' SURFACE APPLIED BOLLARD SAFETY YELLOW, 44.1 SANgOIL INTERCEPTORS; RE: PLUMBING Nz KEY PLAN 4 PROJECT �; 321 1D GARAGE BASEMENT PLAN Nm® 1 3132° = 1 r-0.. Z PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01B 2 H SHAFT ENCLOSURE -8" CONCRETE, RE'. STRUCT WL1b 2 -HR SHAFT ENCLOSURE 13 CONCRETE, RE'. STRUCT WM 2 -HR 10' CONCRETE FIRE WALL, RE'. STRUCT Wd3e NR 8•CONCRETEWAIL, RE STRUCT WL3b NR 12•CONCRETEWALL RE: STRUCT W-04 NR R^CMUWAIL W-05 2 -HR FIRE BARRIER, W CMU WALL WE -1e LIAR EX7ERIORWALL-2x4 WE -16 LIAR EX7ERIORWALL-26 W&1C 1 -HR EXTERIORWALL-2x8 WE -2 1 -HR EXTERIOR WALL- 2x13 WI GWB ON BOTH SIMS WE3a I 1 -HR EXTERIOR WALL- 2 2N WE -ab HR EXTERIOR WALL DEMISING -2 W&W E3c LHR R EXTERIOR WALL DEMISING- 2 2x0 M WE -0 NR PARAPEXTERIOR WEb 1 -HR EXTER1CWA5L OKE BARRIER -2x8 XTERI R&S WEla FIAR GENERUNIT WI -la FIAR 1 -HR UNIT DEMISING, RE PARTTION-2SIM WI -11b R UNIT HIRE PA -228 WF2 1QRHR CORRIDOR. FIREPARTITION -24 W 12HIR N. RE Sea COMON WITH RC 1.3 WI3 2 -HR EAT ENCLOSURE, , FIRE WRIER SHAFTIINER B WD FRAMING EAT ENCLOSURE, FIRE WI3e 2 -HR WRIER- EXIT ENCLOSURE, FIRE SHAFTLINER B WD FRAMING WIA 2 -HR WRIER- EXIT ENCLOSURE FIRE BARRIER- SHAFTUNER&WDFRAMING W4 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFTLINER&WDFRAMING WHB 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFTLINER& WD FRAMING WHb 2-XR EXIT ENCLOSURE FIREBARRIER-SHAFTLINER&WO FRAMING WISa 2 -HR SHAFTENCLOSURE,FIRE BARRIER-SHAFTLINER W 2x WD FRAMING ON ME SIDE Nz KEY PLAN 4 PROJECT �; 321 1D GARAGE BASEMENT PLAN Nm® 1 3132° = 1 r-0.. Z PROJECT WALL TYPE SCHEDULE MARK FlRE RATING DESCRIPTION III 2 -HR SHAFT ENCLOSURE.FIREBARRIER - SHAFTLINER W a WD FRAMING ON ME SIDE Wldc 2 -HR SHAFT ENCLOSURE. FIRE BARRIER - SHAFTLINER B WD FRAMING ON EACH SIDE W145 2 -HR SHAFT ENCLOSURE. IF PRE{.AST WI -0 2 -HR SHAFT ENCLOSURE. a WD STUD B GWB ON EACH SIDE WId 2 -HR FIRE WAIL- IF PRE CAST CONCRETE W18s 1 -HR EXTERICRWALL 2M5 WI -9 2 H FIREWALL - SHAFTLINER(ONLY) Wtua 2 H FIREWALL-(2)2x(WDWALLONLY) Wlmc 2 H SHAFT ENCLOSURE -B" CONCRETE, RE: STRUCT W110NR 8"PRECAST WI11a1 H OCCUPANCY SEPARATION FIREBARRIER-2x4 WI11b1-HR OCCUPANCY SEPARATION, FIREBARRIER-2x6 WI -11C LIAR OCCUPANCYSEPARATON,FIRE BARRIER -2x8 W412e 1 -HR OCWPANCYSEPARATII FIRE BARRIER-(2)WWALLSW/ GWB WI -M 1 -HR OCWPANCYSEPARATII FIRE BARRIER-(2)2RWALLSWI GWB WI -13e 1 -HR INT. BEARING WALL -2fi WI -13b 1 -HR INT. BEARING WALL -2x8 WI -14e NR INTERIORWALL-2X4 WI -14b NR INTERIORWALL-W WI -14C NR INTERIORWALL-2x0 WI -15e 112 -HR FIRE BARRIER2x4 WI-156 112 -HR FIRE BARRIER -2x6 WASS FIAR INTERIOR BEARING WALL -(2)2x4 WN66 FIAR INTERIOR BEARING WALL -(2)2 8 WI -16C FIAR INTERIOR BEARING WALL -(2)2x8 WI -1] 1 -HR SMCKE64RRIER-2X4 Nz KEY PLAN 4 PROJECT �; 321 1D GARAGE BASEMENT PLAN Nm® 1 3132° = 1 r-0.. Z PROJECT 111 ,, ■ KEPHART community • planning • architecture 25M WALNUT STREET DENVER, COLORADO MMS x J,mM1enmm U) Z W M 5 /� LL O 00 .jO F -w w p Q F� QQ w Q= LU w� CO� �C/) OOw =U 2 W 0> V � I..L SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Da Issue 28FTSUBMITT r :I r DJV d Designer DMB Date 08.28.2020 Bob Number 218094 Bit By RB JT CT Bracket! By DMB Tile OVERALL GARAGE B$MT LEVEL PLAN Sheet Number Al -0.1 ------------ ACCESSIBILITY LEGEND -- B PLAN INDICATES REWIRED 2x REINFORCEMENT FOR FUTURE 1 'B. 0� 113L+ SIRi1 INSTALLATION OF GRAB BARS. EXTEND REINFORCEMENT A MINT 2' BEYOND REPAIRED DIMENSION SHOWN FOR BAR. (RE: ANSI A117.1 TYPE'A' AND TYPES' ACCESSIBILITY DETAILS) ACCESSIBLE CLEAR FLOOR CIRCULAR TURNING SPACE TSHAPED TURNING SPACE PATH SPACEILFS) o-!•-------------UPPP---UPPP-• sa^ 48• iz^ ]e' �I g { } } g } } ,118.1 ,T1T1 i SIR E L 42• iy 22• I .G ;$ $; $;H I; i FRONTAPPROACH- FRONTAPPROACH-PUSH HINGEAPPROACH- HINGE APPROACH -PULL HINGE APPROACH -PUSH PULLSIDE SIDE (BOTH CLOSER AND PULL SIDE SIDE (DECREASED DEPTH) SIDE LATCH PROVIDED) Bo• 611 T ro•`�i } j� �erc � j an. B IA 24' i 12. 24' � � 22. i yy �� y � �T v ip $ I �M I$ i' i i i i i i J '4 1 NGEAPPROACH PPRPA PUSH_• .__-----"-PAPP-UPPP-• TCHA- - -PU HINGE APPROACH- PUSH LATCH APPROACH LATCHITH CLOSER) PUSHLATCH SIDE LATCH APPROACH -PUSH WATER MOUSEY - ADA SIDE (BOTH CLOSER AND PULL SLOE SIDE (WITH CLOSER) PUSH SIDE SIDE (WITH CLOSER) FLOOR MOUNT LATCH PROVIDED) m C GA GB 2 ABS., I I 201.0 IMP t0'-0' 0'-5 112' 11'330.' GARAGE PLAN LEGEND 81 SPOT ELEVATION INDICATOR 618 SLAB SLOPE INDICATOR 13.1 e FLOOR DRAIN AREA DRAIN. RE: PLUMBING 23.12 M3TOPPING SLAB, MAINTAIN ACCESSIBLE ELECTRIC VEHICLE WALL CHARGE STATION DOUBLE. RE: ELECTRICAL 269 ELECTRIC VEHICLE WALL CHARGE STATION, DOUBLE. ROUGH IN FOR FUTURE USE. RE: ELECTRICAL GRADE TRAFFIC COATING AT DECKS AND ®PEDESTRIAN GARAGE SLAB ® AREA OF SNOW STORAGE, SIGN AND STRIPE KEYNOTES NO. NOTE 618 UNI -DIRECTIONAL GATE AND SIGIJAGE PER IBC 1021.8 13.1 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FO FOR PRIOR APPROVAL. 223 AREA DRAIN. RE: PLUMBING 23.12 EXHAUST SHAFP RE: MECHANICAL 260 ELECTRIC VEHICLE WALL CHARGE STATION DOUBLE. RE: ELECTRICAL 269 ELECTRIC VEHICLE WALL CHARGE STATION, DOUBLE. ROUGH IN FOR FUTURE USE. RE: ELECTRICAL 341 4'X42' SURFACE APPLIED ROLLIN SAFETY YELLOW. I )03 10]'-10' WALL TYPE SCHEDULE MMK FIRE RRTINB OBSCWPRON W41e 2 -HR SHAFT ENCLOSURE- T CONCRETE. RE: STRUCT W41b 2 -HR SHAFT ENCLOSURE- 13' CONCRETE, RE: STRUCT WM 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT W -03e NR S' CONCRETE WAIL. RE: STRUCT W4ob NR 12' CONCRETE WALL, RE: STRUCT WJk NR GCMUWAIL W46 2 -HR FIRE BARRIER, S' CMU WALL WE -1e 1 -HR EXTERICRWALL-2z4 WEFb 1 -HR EXTERICRWALL-2A WE10 IRAN EXTERICRWALL-26 IME -2 IRAN EXTERIOR WALL-WW/GWS ON BOTH SIMS WE3a I 1-X11 EXTERIOR WALL- 2 2M WERb IRAN EXTERIOR WALL DEMISING -22E WE3c 1 -HR EXTERIOR WALL DEMISING -226 WEF4 NR PARAPET -2 8 WEd 1 -HR EXTERIOR S SMOKE BARRIER -W WEA 1 -HR GENERICWA_L WI -18 1 -HR UNIT DEMISING, FRE PARTITION -22W WF11b 14111 UNIT DEMISING, HIRE PARTNION-22x6 W1,2e 1l'HIR CORRIDOR. FIRE PARUTION-2M WF21b UHIR CORRIDOR. FIRE PARTNION-DB WITH RC WI3 2 -HR EAT ENCLOSURE. FIRE BARRIER- SHAFNNER B WD FRAMING WI3e 2 -HR EAT ENCLOSURE. FIRE BARRIER- SHAFNNER B WD FRAMING WWIE 2 -HR EAT ENCLOSURE FIRE BARRIER- SHAFTLINER B WD FRAMING WI4 2 -HR EAT ENCLOSURE FIRE BARRIER- SHAFTLINER B WD FRAMING WV4e MIR EYJTENCL_F1,IfIREBARRIER-SHAFTl1NER&WDFRAMING WF, 2 -HR EYJT ENCLOSURE. FIRE BPRRIER-SHPFRINERB WD FRPMING WISO I 2 -HR $HAFT ENCL03URE, FIRE BARRIER-$WIFRINERW LWO FRAMING ON ME SIDE )03 10]'-10' 23'-1 RMP Nz KEY PLAN 4 PROJECT WALL TYPE SCHEDULE NARK FIRE RATING DESCRIPTION WII 2 -HR SHAFT ENCLOSURE. FIRE BARRIER-SHAFTLINER W a WD FRAMING ON ME SIDE WI -5c: 24111 SHAFT ENCLOSURE. FIRE BARRIER -SHAFTLINERB WD FRAMING ON EACH SIDE WHO 24111 SHAFT ENCLOSURE, O" PRE(MST WI-] 24111 SHAFT ENCLOSURE, a WD STUD S GWB ON EACH SIDE WI3 24111 FIREWALL-B'PRG CONCRETE WI3e 14111 EXTERIGRWALL-25 WI9 2 -HR FIREWALL - SHAFTLINM(ONLY) WI3a 2 -HR FIREWALL -(2) a SAD WALL ONLY) WI4190 2 -HR SHAFT ENCLOSURE- F CONCRETE. RE: STRUCT WI -10 NR TPRECAST WHIR 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -2X4 W411b 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -26 WI -110 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -26 WI -12a 1 -HR OCCUPANCYSEPARATIgy FIRE BARRIER -(2)M WALL$W/ GNB W4121b 1 -HR OCCUPANCYSEPARATIgy FIRE BARRIER -(2)M WALL$WI GWS WI -Se 1 -HR INT.BEPILNGWAIL-26 WI -131b 1 -HR INT.BEARINGNN-1.46 WI -14e NR INTERIORWALL-2X4 W41441 NR INTERIORWALL-DL WI -1A0 NR INTERIORWALL-2all W4150 112 -HR FIRE BARRIER -h4 WI -15b 112 -HR FIRE BARRIER -'h6 WI -16a 14111 INTERIOR BEARING WALL -(2)Sire WHISIN 14111 INTERIOR BEARING WALL -(2)26 WI -15c 1 1 -HR 1 INTERIOR BEARING WALL -(2)26 WI -17 I 1 -HR SMONERARRIER-2X4 23'-1 RMP Nz KEY PLAN 4 PROJECT I 2 I Ae-s.o 4 I ISIS 11W 8.43. 50'-10 LH^ 1071-10. 208'3' I I � 23'-, 314' 2 - G2 - G3 111 ,, ■ KEPHART community • planning a architecture 25M WAWOT STREET DENVER, COLORADO FONTS xxw.bpM1enmm U) I 1 $J I TRASH CONNECTION o M 5W / LL O 00 �O \ F_ w LU F p Q Q W/A� LUQ T. w^ ll V! 0 r� OO =U w WI3 1:w 0 > \ ELEV.3 = ELEV.2 co ww , IIS SOF CO4O U N \ 03.25.2021 No. Date Issue 10,16.19 too%CO N 100'-0" — — — — e HD X: 8-2. t30 DJV y DMB Date 08.28.2020 Job Number 218094 Emeni By SC04� \ / [ GARAGE LEVEL1 PLAN �Oa f Ty 11.0% =1.1 1y ]� 5y . �OPEN 1v3314' / \ FEATHER PROVIDE SLAB TO Y RAMP ON RAMP UP \ W48 31.1 THRESHOLD THRESHOLDS w \ EGRESS ROUTE _ WI -10 WI -1O \ M1 W WOE j V STAIR 3_____ . llll za.f III D N f ti `9 8' H 1104314" 1/4" 1'3" p 28'S 1N' 1'3' f UXAT IN 1'3 25'-10" 1'3" lu 2O'-]12' '3' 10 18W 19A3'-9N111W I I IO 3, \AZ TO (129-0'WIDE3TALL3 ra0-' PROVIDE FH TIXHRtIEVSE HEWNTDR�Y� (29'-0'WIOESTALLS IPE m theI PARKING GARAGE Li ——< � � 1 NI P)IE TOSI r>^ s Alla To sKY 68'-0^ ACC. AISLE98L" ir'T II II (8)8'-6'WIDE STALLS (10)0'3'WIDESTALLS (2)WSPWIDESTALLS C. AISL I I II ' A3 Aa 518��H 3 OBI3'-0' r AAIRI I f 26s wl3 wa rc 131 wiz A6]n I I PEE ELEV.1 all I 2 I Ae-s.o 4 I ISIS 11W 8.43. 50'-10 LH^ 1071-10. 208'3' I I � 23'-, 314' 2 - G2 - G3 111 ,, ■ KEPHART community • planning a architecture 25M WAWOT STREET DENVER, COLORADO FONTS xxw.bpM1enmm U) Z MM M 5W / LL O 00 �O F_ w LU F p Q Q W/A� LUQ T. w^ ll V! 0 r� OO =U w 1:w 0 > W = co co II�NNI , IIS SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,16.19 too%CO WARD PERM u6MITTK rMI e HD mH DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Emeni By RB JT CT d eB DMB GARAGE LEVEL1 PLAN E =1.1 ------------ ACCESSIBILITY LEGEND -- Be PLAN INDICATES REWIRED 2x REINFORCEMENT FOR FUTURE 1 'B. 0� 11L+ a� i1 INSTALLATION OF GRAM B BARS. EXTEND REINFORCEMENT A MIK 2^ BEYOND REPAIRED DIMENSION SHOWN FOR BAR. (RE: ANSI A117.1 TYPE'A' AND TYPE W ACCESSIBILITY DETAILS) ACCESSIBLE CLEAR FLOOR CIRCULAR TURNING SPACE TSHAPED TURNING SPACE PATH SPACEILFS) o-!•-------------------------• sa^ 48• iz^ ]e' �I g { } } g } } ,110.1 � ,TtTi i 3B• E L 42• i 'y 22• I .G$;H I; i FRONTAPPROALH- FRONTAPPROACH-PUSH HINGEAPPROACH- HINGE APPROACH -PULL HINGEAPPROACH-PUSH PULLSIDE SIDE (BOTH CLOSER AND PULL SIDE SIDE (DECREASED DEPTH) SIDE LATCH PROVIDED) 60• 6P T i� L, T i ro•`�i } j� �src � j gym^ � y4 a X12" 2Y '1 24 1 gi 'e. i T T T 'M •$ Ii $ pv i �L HINGE APPROACH -PUSH LATCH APPROACH- LATCH WITH CLOSER) PUSH SIDE LATCH WITH CLOSER) SERPUSH WATER MOUSEY- ADA SIDE (BOTH CLOSER AND PULL SLOE SIDE (WITH CLOSER) PUSH SIDE SIDE (WITH CLOSER) FLOOR MOUNT LATCH PROVIDED) GARAGE PLAN LEGEND cIWL SPOT ELEVATION INDICATOR 22.3 SLAB SLOPE INDICATOR 23.12 e FLOOR DRAIN 1 ELECTRIC VEHICLE WALL CHARGE STATION DOUBLE. RE: ELECTRICAL 26.9 M3TOPPING SLAB, MAINTAIN ACCESSIBLE W4# 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT GRADE TRAFFIC COATING AT DECKS AND ®PEDESTRIAN GARAGE SLAB ® AREA OF SNOW STORAGE, SIGN AND STRIPE KEYNOTES NO. NOTE 22.3 AREA DRAIN. RE: PLUMBING 23.12 1 EXHAUST SHAFT; RE: MECHANICAL 26.0 1 ELECTRIC VEHICLE WALL CHARGE STATION DOUBLE. RE: ELECTRICAL 26.9 ELECTRIC VEHICLE WALL CHARGE STATION, DOUBLE. ROUGH IN FOR FUTURE USE. RE: ELECTRICAL Nz KEY PLAN 4 PROJECT GA GB A6E A� GC A� 2 GD GE GF 00'E" 20'-0114' 1 107'-10• 2T8 23'-1314" 10'-0' 8'-5 112" 1 V W4' A WALL TYPE SCHEDULE MMK FIRE ReUgw OBSCWPRON W418 2 -HR SHAFT ENCLOSURE- T CONCRETE. RE: STRUCT W41b 2 -HR SHAFT ENCLOSURE- 13' CONCRETE, RE: STRUCT W4# 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT W-030 NR S' CONCRETE WAIL. RE: STRUCT W4ob NR 12' CONCRETE WALL, RE: STRUCT WJk NR 6"CMUWALL W-05 2 -HR FIRE BARRIER r CMU WALL WE -1e 1 -HR EMERICRWALL-2A WE -1b 1 -HR EMERICRWALL-2A WE10 1 -HR EMERICRWALL-26 WE -2 1 -HR EXTERIOR WALL- W WI GWS ON BOTH SIMS WE -3a I 1 -HR EXTERIOR WALL- 2 2M WE -3b 1 -HR EXTERIOR WALL DEMISING -22E WEEc 1 -HR EXTERIOR WALL DEMISING -226 WE NR PARAPET -2 8 WERI 1 -HR EXTERIOR S SAME BARRIER -W WEEK 1 -HR GENERICWA_L WIAB 1 -HR UNIT DEMISING, FRE PARTITION-22KA WF11b 1 -HR UNIT DEMISING, HIRE PARTINON-22x8 wF2e 1l'HIR CORRIDOR. FIRE PARTITION -2M WF21b UHIR CORRIDOR. FIRE PARTINON-W WITH RC WIE 2 -HR EATENCLOSURE. FIRE BARRIER- SHAF1JNERBWD FRAMING WIEB 2 -HR EATENCLOSURE FIRE BARRIER- SHAF1JNERBWD FRAMING WWIE 2 -HR EATENCLOSURE. FIRE BARRIER- SHAFTLINERBWD FRAMING WI4 2 -HR EAT ENCLOSURE. FIRE BARRIER- SHAFTLINER B WD FRAMING WHe 2 -HR EYJT ENCLOSURE. FIRE BARRIER- SHAFTLINER B WD FRAMING COHb 2 -HR EMTENCLOSURE. FIRE BPRRIER-SHAFTLINERBWDFRAMING WISE 2 -HR $HAFT ENCLOSURE, FIRE BARRIER-SHAFILINERWLWO FRAMING ON ME SIDE Nz KEY PLAN 4 PROJECT GA GB A6E A� GC A� 2 GD GE GF 00'E" 20'-0114' 1 107'-10• 2T8 23'-1314" 10'-0' 8'-5 112" 1 V W4' A WALL TYPE SCHEDULE RARR FIRE RAMNG DESCRIPTION WISb 2 -HR SHAFT ENCLOSURE. FIRE BARRIER -SHAMINER W a WD FRAMING ON ME SIDE WI -5c: 2 -HR SHAFT ENCLOSURE. FIRE BARRIER -SHAFTLINERB WD FRAMING ON EACH SIDE WHO 2 -HR SHAFT ENCLOSURE, r PRECAST WI-] 2 -HR SHAFT ENCLOSURE, a WD STUD B GWB ON EACH SIDE WIE 2 -HR FIREWALL-B•PRECASTOONCREFE WIEe 1 -HR EMERIGRWALL-26 WIE 2 -HR FIREWALL - SHAFTLINM(ONLY) Wlaa 2 -HR FIREWALL -(2) a SWI) WALL ONLY) WI09c 2 -HR SHAFT ENCLOSURE- V CONCRETE. RE: STRUCT WI -10 NR TPRECAST WHIR 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -2N W411b 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -26 WI -110 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -26 WI -12a 1 -HR OCCUPANCYSEPARATON, FIRE BARRIER -(2)M WALL$Wl GNB WI -M 1 -HR OCCUPANCYSEPARATON, FIRE BARRIER -(2)M WALL$WI GWS WIRU 1 -HR INT.BEPTLNGWAIL-26 WI -131b 1 -HR INT.BEARINGWAIL46 WI -148 NR INTERIORWALL-2X4 W41441 NR INTERIORWALL-DL WI -1A0 NR INTERIORWALL-D9 WI -16a 112 -HR FIRE BARRIER -h4 W4151b 112 -HR FIRE BARRIER -'h6 WI -16a 1 -HR INTERIOR BEARING WALL -(2)Sire WN06 1 -HR INTERIORBEARINGWALL-(2)26 WI-1Bc 1 -HR INTERIORBEARINGWALL-(2)26 WI -1] 1 -HR SMMEBARRIER-2X4 Nz KEY PLAN 4 PROJECT GA GB A6E A� GC A� 2 GD GE GF 00'E" 20'-0114' 1 107'-10• 2T8 23'-1314" 10'-0' 8'-5 112" 1 V W4' A c z A4n.z ® m® z Z PROJECT 111 ,, ■ I community • planning a archilaolurs 25M WAWOT STREET DENVER, COLORADO PoMS xxw.bpM1enmm U) Z MM M 5W LL00 O .jO F_ w LU F p Q Q LLI1Q ELEV.3 /Wu V l l�^ O OD =U IV1/1 W _ w 0 WCM \ V ELEV.2_ _ r m LLOo p U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10.19.19 loo%CO NAM PERM UBMITTK r e aD mR DJV Pmgd Designer DMB Date 08.28.2020 \ / 218094 Emeni By RB JT CT eda9e DMB cr0/ N f 7.5%1y PLAN E 1 7.5%y� s`�AF OPEN TO SKT � RC -8 \ Q O \ ~ WIA WI -00 FEATHER PROVIDE BLAB TO RAMP ON RPMP UP \ THRESHOLO� EGRESS R 0 WI -10 \ \ 12.3 223 223 W3 nraalae 4. � � I I 18•-6 1r4^ 1•S^ f ze'-a 11a^ 1•A• m 186'-z^ 1•S^ 2y -Uy 1W rc 20'-7 1n• •A" 1 10'430" 1➢ va" 94 a I 9 3 Fa 114' I I I ACG AISLE (1)9U'WIDE STI L 100'4' 18'4' 3'-912" 1 (12j 9'-0'WIDESTALLS )9'-0'WIOE STALLS STRIPE I I I I PARKING GARAGE L2 I I y a en hj r7 yH r7 _ m 1 EN 1 I >" OOst" PEN tD'-21/4" 0'E' 60'-0' ACC. AISLE 9V-0" 5'L"MIN 1T-0" 5'-t L4' I gCCAISIE (1) STALL (8)8'-6•WIOE STALLS TO SKY (t0)8'E'WIDE STALLS (2)8'-6'WIOE STALLS ACC. AISL 4a AJ AE7 II nB nB I Ii'-0' § 3'4 Ba' -0 V2" 3'a" 52 WIE I I I I 269 MIS 11� ns 3ls", i ELEV. 7 I As3r.D 112'9 ala" j a'.4" c z A4n.z ® m® z Z PROJECT 111 ,, ■ KEPHART community • planning a archilaolurs 25M WAWOT STREET DENVER, COLORADO PoMS xxw.bpM1enmm U) Z MM M 5W LL00 O .jO F_ w LU F p Q Q LLI1Q /Wu V l l�^ O OD =U IV1/1 W _ w 0 WCM V L.L SOF C040 U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10.19.19 loo%CO NAM PERM UBMITTK r e aD mR DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Emeni By RB JT CT eda9e DMB GARAGE LEVEL2 PLAN E =2R1 ------------ ACCESSIBILITY LEGEND -- B PLAN � � ' INDICATES REWIRED 2x REINFORCEMENT FOR FUTURE 1 'B. 0� 11L+ INSTALLATION OF GRAB BARS. EMEND REINFORCEMENT A ,�' MIN.2^ BEYOND FREQUIRED DIMENSION SHOWN FOR BAR. (RE: ANSI A112.1 TYPE'A' AND TYPE'S' ACCESSIBILITY DETAILS) ACCESSIBLE CLEAR FLWR CIRCULAR TURNING SPACE TSHAPED TURNING SPACE PATH SPAOEILFS) o-!•-------------------------• sa^ 48• iz^ ]e' �I g { } } g } } ,118.1 � ,T1T1 i 3B• E L 42• 22• I .G �$ $� v $LH I. i E Pill F ill FRONTAPPRWLH- FRONTAPPROACH-PUSH HINGEAPPROACH- HINGE APPROACH -PULL HINGEAPPROACH-PUSH PULLSIDE SIDE (BOTH CLOSER AND PULL SIDE SIDE (DECREASED DEPTH) SIDE LATCH PROVIDED) Bo• 6P T i� I L, Tan. � y4 a X12" 2Y '1 24 1 gi 'e. i T T T 'M •$ Ii $ pv i �L HINGE APPROACH- PUSH LATCH APPROACH- LATCH WITH CLOSER) PUSH SIDE LATCH WITH CLOSER) SERPUSH WATER MOUSEY- ADA SIDE (BOTH CLOSER AND PULL SLOE SIDE (WITH CLOSER) PUSH SIDE SIDE (WITH CLOSER) FLOOR MOUNT LATER PROVIDED) GARAGE PLAN LEGEND cIWL SPOT ELEVATION INDICATOR 22.3 SLAB SLOPE INDICATOR 23.12 0 FLOOR DRAIN 1 ELECTRIC VEHICLE WALL CHARGE STATION DOUBLE. RE: ELECTRICAL 26.9 M3TOPPING SLAB, MAINTAIN ACCESSIBLE W-02 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT GRADE TRAFFIC COATING AT DECKS AND ®PEDESTRIAN GAMGE SLAB ® AREA OF SNOW STORAGE, SIGN AND STRIPE KEYNOTES NO. NOTE 22.3 AREA DRAIN. RE: PLUMBING 23.12 1 EXHAUST SHAFT; RE: MECHANICAL 26.0 1 ELECTRIC VEHICLE WALL CHARGE STATION DOUBLE. RE: ELECTRICAL 26.9 ELECTRIC VEHICLE WALL CHARGE STATION, DOUBLE. ROUGH IN FOR FUTURE USE. RE: ELECTRICAL 20'-01IP W.n 10'-0' 8-5112- 11'b 3/4' I� I A 2 WALL TYPE SCHEDULE MARK FIRE RAgw DESCRIPTION W41e 2 -HR SHAFT ENCLOSURE- T CONCRETE. RE: STRUCT W41b 2 -HR SHAFT ENCLOSURE- 13' CONCRETE, RE: STRUCT W-02 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT W43e NR S' CONCRETE WAIL. RE: STRUCT W4ob NR 12' CONCRETE WALL, RE: STRUCT WJk NR GCMUWAIL W-05 2 -HR FIRE BARRIER S' CMU WALL WE -1e 1 -HR EMERICRWALL-2A WE -1b 1 -HR EMERICRWALL-2A WE10 1 -HR EMERICRWALL-26 WE -2 1 -HR EMERICR WALL- W WI GWS ON BOTH SIMS WE-3ei I 1 -HR EMERIOR WALL- 2 2M WE. 1 -HR EMERIOR WALL DEMISING -22E WEEc 1 -HR EMERIOR WALL DEMISING -226 WE -0 NR PARAPET-2ml WERI 1 -HR EMERIOR S SMOKE BARRIER -W WEA 1 -HR GENERICWA_L WF1e 1 -HR UNIT DEMISING, FRE PARTITION-22eA WI -lb 1 -HR UNIT DEMISING, THE PARTTIION- 2 2x8 WF2e 1l'HIR CORRIDOR. FIRE PARTITION -2M WF2b UHIR CORRIDOR. FIRE PARTTIION-DB WITH RC WIE 2 -HR EATENCLOSURE. FIRE BARRIER- SHAFTUNERBWD FRAMING WIEe 2 -HR EATENCLOSURE. FIRE BARRIER- SHAFTUNERBWD FRAMING WWIE 2 -HR EATENCLOSURE. FIRE BARRIER- SHAFTLINERSWD FRAMING WI4 2 -HR EAT ENCLOSURE. FIRE BARRIER- SHAFTLINER B WD FRAMING Woe 2 -HR EYJT ENCLOSURE. FIRE BARRIER- SHAFTLINER B WD FRAMING COHb 2 -HR EMTENCLOSURE. FIRE BPRRIER-SHAFTLINERSWDFRAMING WI50 I 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFILINERWLWO FRAMING ON ME SIDE I A Nz KEY PLAN 4 PROJECT GD GE GF 2 rB 23-13/4' 2 WALL TYPE SCHEDULE MARK FIRE RAING DESCRIPTION WISb 2 -HR SHAFT ENCLOSURE. FIRE BARRIER -SHAMINER W a WD FRAMING ON ME SIDE WI -5c: 2 -HR SHAFT ENCLOSURE. FIRE BANKER -SHAFTLINERB WD FRAMING ON EACH SIDE WHO 2 -HR SHAFT ENC_OGURE, B' PREfAST WI-] 2 -HR SHAFT ENCLOSURE, a WD STUD S GWB ON EACH SIDE WIE 2 -HR FIREWALL-B'PRGCASTWNCRETE ARM 1 -HR EMERIGRWALL-26 WIE 2 -HR FIREWALL - SHAFTLINM(ONLY) WIEa 2 -HR FIREWALL -(2) a IWC WALL ONLY) WI090 2 -HR SHAFT ENCLOSURE- V CONCRETE. RE: STRUCT WI -10 NR TPRECAST WI -11a I 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -&4 W411b 1 -HR OCCUPANCY SEPARATION, PRE BARRIER -26 WI -110 1 -HR OCCUPANCY SEPARATION, PRE BARRIER -26 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALL$W/ GNB WI -M 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALL$WI GWS WM9e 1 -HR INT.BEPTLNGWAIL-26 WI -131b 1 -HR INT.BEARINGWAIL-26 WI-Pai NR INTERIORWALL-2X4 W41411 NR INTERIORWALL-DL WI -1A0 NR INTERIORWALL-D9 W4150 112 -HR FIRE BARRIER -h4 WI -15b 112 -HR FIRE BARRIER -'h6 WI -16a 1 -HR INTERIOR BEARING WALL -(2)2W WNBb 1 -HR INTERIORBEARINGWALL-(2)26 WI-1Bc 1 -HR INTERIORBEARINGWALL-(2)26 WI -1] 1 -HR SMOKERARRIER-2X4 Nz KEY PLAN 4 PROJECT GD GE GF 2 rB 23-13/4' c 2 111 ,, M-0.2 KEPHART _ _ _ community • planning • architecture 25M WAWOTSTREET DENVER, COLORADO up xxw.bpM1enmm U) Z 4 MM M 5W LL O I ABe.D �O F_w w F p Q Q WT. /5 1WQI /u V! l�^ l V! OO =U w _ W q > \ pel- t/ E� SOF CO4O B N 037 4 �SFD ARC`F. 03 25.2021 Me Issue mte.19 too%CO NAM FERM UBMOTK r 1pdkcri \ / 1235 114" e n O DJV Pmpa Designer DMB Date 08.28.2020 kb Number 218094 Emem By AB -B2 d EB DMB GARAGE LEVEL3 PLAN E -3.1 10.8% ].5% 5.1% WL10 ti 9V i3 7.5% 1D.R% y y y 4B 0,0 F WI -10 OPEN 0 1 �ToSKY�� /WIE \ �0. RAMP ON RAMP UP 25 tV FPROVID FISH THRESHOLD (a! EGRESS ROUTE WI -8 / WI -t0 223 pF II.3 n.3 223 1/4 y12�35 y WIB ♦ y12351/4' 18;B l4" 1F 28'-0114" T-8' f \ 1W-2" 1'F 25'10" 1'E" � 17114lt'E" 10'-03/4" 101/4' 9-0 8 L4 I I I I 1 ' 108'-0' 184' 3'-91YY' 1 / A-WIDESTALLS 2) 9'-0'WIDE STALL$ STRIPE 1 1 I aw _ N `o 2vI-10 $ T tea/ h _ PARKING GAR F AGE L3 r? CY on WI -10 OPEN TO SKY OPEN TO SKY 7'W-1 I MIN 10'-2 1l4" B'L' 68'-0'M. AISLE 9tl-0' F tT-0' 5'-t 3/4' ' ALG AISLE (1) STALL (8)8'-RWIDESTALLS /1 UOUl'E' WIDESTALLS (2)8'-8'WIDESTALLS ALGAISL ' I 1 A3 3 1 B nj m runH T 3'-0" 1 123'-51/4" 123'-5 1/4" 123'-5 I 1 289 WITS 288 -- ' - c3a 123'31/6'123'-5 123'-5114' 1 1/4' i ELEV.7 I Ae-]e 3•-0• � I rE" c - G2 - G3 ® m® z Z PROJECT 2 111 ,, M-0.2 KEPHART - G2 - G3 ® m® z Z PROJECT 111 ,, ■ KEPHART community • planning • architecture 25M WAWOTSTREET DENVER, COLORADO up xxw.bpM1enmm U) Z MM M 5W LL O 00 �O F_w w F p Q Q WT. /5 1WQI /u V! l�^ l V! OO =U w _ W 0 > pel- t/ E� SOF CO4O B N 037 4 �SFD ARC`F. 03 25.2021 Me Issue mte.19 too%CO NAM FERM UBMOTK r 1pdkcri e n O DJV Pmpa Designer DMB Date 08.28.2020 kb Number 218094 Emem By RB JT CT d EB DMB GARAGE LEVEL3 PLAN E -3.1 ------------ ACCESSIBILITY LEGEND -- 6p PLAN � � ' INDICATES REWIRED 2x REINFORCEMENT FOR FUTURE 1 'B. 0� 11TL+ MIK 2INSTAL' R QUIRED DI EXTEND NSION SHOWN FOR BATA ,�' MIN.2^ BEYOND F GRAS SED DIMENSION SHOWN FOR BAR. (RE: ANSI A117., 71PE'A' AND TYPE -B ACCESSIBILITY DETAILS) v , ACCESSIBLE CLEAR FLOOR CIRCULAR TURNING SPACE TSHAPED TURNING SPACE PATH SPACE(CFS) o-!•-------------------------• sa^ 46• iT 76' �I g { } ? } g } } ,118.1 � ,i1T1 i 38• E L 62• 22• y IG I$ II a $IH II i FRONTAPPROALH- FRONTAPPROACH-PUSH HINGEAPPROACH- HINGE APPROACH -PULL HINGEAPPROACH-PUSH PULLSIDE SIDE (BOTH CLOSER AND PULL SIDE SIDE (DECREASED DEPTH) SIDE LATCH PROVIDED) Bo• 5p m" ' ice___Y L, Tgy� y-0 a '12''' 2Y '1 24 1 'M '$ i' INI$ i' I. J XINGE APP ROACH -PUSH LATCH APPROACH- LATCH WITH CLOSER) PUSHI-ATCH SIDE SIM (WITH WATER CLOSET- ADA SIDE (BOTH CLOSER AND PULL SIDE SIDE (WITH CLOSER) PUSH SIDE SIDE (WITH CLOSER) FLOOR MOUNT LATCH PROVIDED) 20'-0114' 10' 0- B'-5112' 11'6 W6' GARAGE PLAN LEGEND 81 SPOT ELEVATION INDICATOR 13.1 SLAB SLOPE INDICATOR 223 e FLOOR DRAIN EXHAUST SHAFT: RE: MECHANICAL 941b M3.t3 TOPPING SLAB, MAINTAIN ACCESSIBLE WM 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT GRADE TRAFFIC COATING AT DECKS AND ®PEDESTRIAN GARAGE SLAB ® AREA OF SNOW STORAGE, SIGN AND STRIPE KEYNOTES NO. NOTE 13.1 STANDPIPE WHOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMNTALAND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 223 AREA DRAIN. RE: PLUMBING 23.12 EXHAUST SHAFT: RE: MECHANICAL 2T6' 23'-134' Nz KEY PLAN 4 PROJECT WALL TYPE SCHEDULE NARK FIRE MTING DESCRIPTION W41A 2 -HR SHAFT ENCLOSURE- T CONCRETE. RE: STRUCT 941b 2 -HR SHAFT ENCLOSURE- 13' CONCRETE, RE: STRUCT WM 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT W43e NR S' CCtJCRETE WALL. RE: STRUCT WNb NR 12' CONCRETE WALL, RE: STRUCT WJk NR GCMUWALL W-05 2 -HR FIRE BARRIER, S' CMU WALL WE -1e 1 -HR EXTERICRWALL-2A WEFb 1 -HR EXTERICRWALL-2A WE10 1 -HR EXTERICRWALL-243 WE3 1 -HR EXTERIOR WALL- W WI GWS ON BOTH SIMS WE3a I 1 -HR EXTERIOR WALL- 2 2M WE. 1 -HR EXTERIOR WALL DEMISING -22E WE3c 1 -HR EXTERIOR WALL DEMISING -226 WE -0 NR PARAPET-2mi WEd 1 -HR EXTERIOR S SAME BARRIER -W WE,M 1 -HR GENERICWA_L WI -18 1 -HR UNIT GEMMING, FRE PARTITION -22x0 WFtb 1 -HR UNIT DEMISING, HIRE PARTNION-22x8 w1,2e 1l'HIR CORRIDOR. FIRE PARTITION -2x0 WPM, UHIR CORRIDOR. FIRE PARTNION-DB WITH RC WI3 2 -HR EAT ENCLOSURE. FIRE BARRIER- SHAFUNER B WD FRAMING WISe 2 -HR EAT ENCLOSURE. FIRE BARRIER- SHAFUNER B WD FRAMING WI3b 2 -HR EAT ENCLOSURE. FIRE BARRIER- SHAFRINER B WD FRAMING WI4 2 -HR EAT ENCLOSURE. FIRE BARRIER- SHAFRINER B WD FRAMING WHe 2 -HR EYJT ENCLOSURE. FIRE BARRIER- SHAFRINER B WD FRAMING COHb 2 -HR EXITENCLOSJRE. FIRE BPRRIER-SHAFRINERSWDFRAMING WISO I 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFTINERW 2xWD FRAMING ON ME SIDE 2T6' 23'-134' Nz KEY PLAN 4 PROJECT WALL TYPE SCHEDULE NARK FIRE RAnrvG DESCRIPTION WII 2 -HR SHAFT ENCLOSURE. FIRE BARRIER -SHAFTUINER W a AD FRAMING ON ME SIDE WI -5c 2 -HR SHAFT ENCLOSURE. FIRE BARRIER -SHAFTUNNB WD FRAMING ON EACH SIDE WHO 2 -HR SHAFT ENCLO URE, B"PRE-CAST WI-] 2 -HR SHAFT ENCLOSURE, 2x WD STUD S GWB ON EACH SIDE WI3 2 -HR FIREWAU.-B'PRGCASTCONCRETE WI3e 1 -HR EXTERIGRWALL-2x8 WI9 SHR FIREWALL - SHAFTLINM(ONLY) WII SHR FIREWALL -(2) a IWC WALL ONLY) WI09c SHR SHAFT ENCLOSURE- IF CONCRETE. RE: STRUCT WI -10 NR TPRECAST WI -11a I 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -2x4 W411b 1 -HR OCCUPANCY SEPARATION, PRE BARRIER -26 WI -110 1 -HR OCCUPANCY SEPARATION, PRE BARRIER -26 W41T¢ 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALL$My GWB W41ffi 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALL$WI GWB WIRU 1 -HR INT.BEPTLNGWAU.-26 WI -131b 1 -HR INT.BEARINGWAU.-243 WI -148 NR INTERIORWALL-2X6 W414b NR INTERIORWALL-DL WI -1d0 NR INTERIORWALL-D9 W415e 112 -HR FIRE BARRIER - SA W415b 112 -HR FIRE BARRIER -'h6 WI -16a 1 -HR INTERIOR BEARING WALL -(2)2W WNBb 1 -HR INTERIORBEARINGWALL-(2)26 WI -IBC 1 1 -HR 1 INTERIOR BEARING WALL -(2)243 WI -1] 1 -HR ISMq EBARRIER-2X4 2T6' 23'-134' Nz KEY PLAN 4 PROJECT 30•-0' B'E" V 10]'-10' 2T6" GA GB GC Aa3 Aa 2 6GD GE 23•-1 a4' = G2 — G3 ® m® z Z PROJECT 111 ,, ■ KEPHART community • planning a architecture 25M WAWOTSTREET DENVER, COLORADO BOMS xx ,mM1enmm U) Z Z _ MM M 5W LL00 O d F_w w I wlb A6e.D p Q Q W/Q T. A� W / u V0 D lF- V/ OO =U w _ w 0 > M� V L.L SOF CO4O B N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Isom 10.16.19 too%CO NAM PERM UBMITTK 1 121320 R ERRE) e m o NH DJV Pmpa Designer DMB Date 08.28.2020 Job Number 218094 Otani By RB JT CT DMB LL GARAGE LEVEL4 PLAN rSheMNufter l -4e1 �� yyOQE N Ty 108% OP N TO SKYE WI -10 r V ' FEATHER SLAB TO WIg RAMP ON PROVIDE FLUSH RESHOLO� EG EGRESS ROUTE WI -10 WI -10 TWNO ,p.J f �I 223 229 134 11/8 Y 1 e JVL G WIB134'-11re' y f9 I m y p 28'-6116• p m 1C6'S 1' 25'10" w p 1 p 'NI'-] 1? 1' 10'4 Yd" 1 I ]1 10' 0' l 1 Y-0' 108'i' 2T -T 1S'i' 1 I I / (,)9-0" WIDE STALL 1 (11)9'-0'WIDE STALLSS 2)9'-0'WIDE STALLS < in PARKING GARAGE L4 1 OPEN O OPEN BELOW TO T4" BELOW ACC AISLE 6B'-0" 90.0„ I 1 (1)8'-8"WIOE STALLS lel (10)0'3"WIDESTALLS I 1l 1 j�R A] A7 11'3 3'>" ]6' -012' GMn1nB 3'>" Ol 1 134'-1 1/8" 1343'-1 1/8' 134-1 118" J 084.0 134'-1 115" 3-0 -,; ©I � 30•-0' B'E" V 10]'-10' 2T6" GA GB GC Aa3 Aa 2 6GD GE 23•-1 a4' = G2 — G3 ® m® z Z PROJECT 111 ,, ■ KEPHART community • planning a architecture 25M WAWOTSTREET DENVER, COLORADO BOMS xx ,mM1enmm U) Z MM M 5W LL00 O .jO F_w w F p Q Q W/Q T. A� W / u V0 D lF- V/ OO =U w _ w 0 > M� V L.L SOF CO4O B N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Isom 10.16.19 too%CO NAM PERM UBMITTK 1 121320 R ERRE) e m o NH DJV Pmpa Designer DMB Date 08.28.2020 Job Number 218094 Otani By RB JT CT DMB LL GARAGE LEVEL4 PLAN rSheMNufter l -4e1 ACCESSIBILITY LEGEND PLAN ', INDICATES REWIRED 2x REINFORCEMENT FOR FUTURE 1 �. 1 ;B, 0� MININST2'LATION R QUIREDRAS DI EXTEND NSION SHOWN FOR WE A T� �i MIN. 2' BEYOND REPAIRED DIMENSION SHOWN FOR W. (RE: ANSI A117A TYPE'A' AND TYPE -B ACCESSIBILITY DETAILS) Qi ACCESSIBLE PATH CLEAR FLOOR CIRCULAR TURNING SPACE SPACE(CFS) Qom; 78' T ' 4r 1 HINGE APPROACH -PULL SIDE (DECREASED DEPTH) 81WL SPOT ELEVATION INDICATOR ----------------------- SLAB SLOPE INDICATOR DESCRIPTION • FLOOR DRAIN SHAFT ENCLOSURE -8" CONCRETE, RE'. STRICT WTI -b— 2 -HR TOPPING SLAB, MAINTAIN ACCESSIBLE i 2 -HR ��a• GRADE TRAFFIC COATING AT DECKS AND ®PEDESTRIAN '' WL3b AREA OF SNOW STORAGE SIGN AND SIRIPE 12•CONCRETEWALL RE: STRUCT m' NR sa^ Tjy 4B• it �. ; �• $ 1 11 T T L, Ty 3 i12'' 1 11 T T $ 11 T l E yi 1i EX7ERIORWALL-2x8 y' i v~} EXTERIOR WALL- 2x13 W1 GWB ON BOTH SIMS WE -3a �T EX7ERIORWALL-22A WEab1-HR J EXTERIOR WALL DEMISING -2 W&W E3c - I' r� ;M g HINGE APPROACH - PUSH APPROACH-PUSHWATER ; LATCHAPPROACH-PULL ADA LATOHAPPROAOH- SIDE (BOTH CLOSER AND INT. BEARING WALL -2x8 PULL SIDE SIDE (WITH CLOSER) UNIT UNIT DEMISING, RE PARTITION - 224 PUSH SIDE LATCH PROVIDED) '.F ......... eg I' FRONTAPPROACH- FRONTAPPROACH-PUSH HINGEAPPROACH- 12HIR PULLSIDE SIDE (BOTH CLOSER AND PULL SIDE EAT ENCLOSURE, FIRE WRIER EAT ENCLOSURE, , FIRE SHATTLNER B WD FRAMING I-3 WI3e LATCH PROVIDED) WRIER- EXIT ENCLOSURE, FIRE SHAFTLNER B WD FRAMING WI CLEAR FLOOR CIRCULAR TURNING SPACE SPACE(CFS) Qom; 78' T ' 4r 1 HINGE APPROACH -PULL SIDE (DECREASED DEPTH) ------------ BD ;C TSHAPED TURNING SPACE 2r S'H I; 'N HINGEAPPRGACH-PUSH SIDE 81WL SPOT ELEVATION INDICATOR r i SLAB SLOPE INDICATOR DESCRIPTION • FLOOR DRAIN SHAFT ENCLOSURE -8" CONCRETE, RE'. STRICT WTI -b— 2 -HR TOPPING SLAB, MAINTAIN ACCESSIBLE i 2 -HR ��a• GRADE TRAFFIC COATING AT DECKS AND ®PEDESTRIAN GARAGE SLAB WL3b AREA OF SNOW STORAGE SIGN AND SIRIPE 12•CONCRETEWALL RE: STRUCT m' NR CCMUWAIL Tjy 2 -HR TI ; �. ; �• r i 24' L, Ty 3 i12'' 2Y EX7ERIORWALL-26 1BU yi 1i EX7ERIORWALL-2x8 y' i v~} EXTERIOR WALL- 2x13 W1 GWB ON BOTH SIMS WE -3a �T EX7ERIORWALL-22A WEab1-HR J EXTERIOR WALL DEMISING -2 W&W E3c - I' r� ;M g HINGE APPROACH - PUSH APPROACH-PUSHWATER LATCH APPROACH- LATCHAPPROACH-PULL ADA LATOHAPPROAOH- SIDE (BOTH CLOSER AND INT. BEARING WALL -2x8 PULL SIDE SIDE (WITH CLOSER) UNIT UNIT DEMISING, RE PARTITION - 224 PUSH SIDE LATCH PROVIDED) UNITHIRE PARTINNON -228 Vii 1HR CORRIDOR. FIREPARTITION -2*4 Vii ------------ BD ;C TSHAPED TURNING SPACE 2r S'H I; 'N HINGEAPPRGACH-PUSH SIDE GARAGE PLAN LEGEND 81WL SPOT ELEVATION INDICATOR r i SLAB SLOPE INDICATOR DESCRIPTION • FLOOR DRAIN SHAFT ENCLOSURE -8" CONCRETE, RE'. STRICT WTI -b— 2 -HR TOPPING SLAB, MAINTAIN ACCESSIBLE t .1 2 -HR 10' CONCRETE FIRE WALL, RE'. STRUCT GRADE TRAFFIC COATING AT DECKS AND ®PEDESTRIAN GARAGE SLAB WL3b AREA OF SNOW STORAGE SIGN AND SIRIPE 12•CONCRETEWALL RE: STRUCT W-04 NR CCMUWAIL W-05 2 -HR FIRE BARRIER, W CMU WALL WE -1e 1 -HR EX7ERIORWALL-24 WE -1b 1 -HR EX7ERIORWALL-26 W&1C 1 -HR EX7ERIORWALL-2x8 WE -2 1 -HR EXTERIOR WALL- 2x13 W1 GWB ON BOTH SIMS WE -3a T T EX7ERIORWALL-22A WEab1-HR 1 -HR EXTERIOR WALL DEMISING -2 W&W E3c I' r� WE -0 NR NR APPROACH-PUSHWATER WEE -5 CLOSET - ADA WEla SIDE(WITH CLOSER) INT. BEARING WALL -2x8 FLOORMWNT 1 -HR GARAGE PLAN LEGEND 81WL SPOT ELEVATION INDICATOR MARK SLAB SLOPE INDICATOR DESCRIPTION • FLOOR DRAIN SHAFT ENCLOSURE -8" CONCRETE, RE'. STRICT WTI -b— 2 -HR TOPPING SLAB, MAINTAIN ACCESSIBLE t .1 2 -HR 10' CONCRETE FIRE WALL, RE'. STRUCT GRADE TRAFFIC COATING AT DECKS AND ®PEDESTRIAN GARAGE SLAB WL3b AREA OF SNOW STORAGE SIGN AND SIRIPE KEYNOTES NO. NOTE 22.3 AREA DRAIN. RE: PLUMBING KEY PLAN N Z PROJECT - G2 - G3 ® m® z Z PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01e 2 H SHAFT ENCLOSURE -8" CONCRETE, RE'. STRICT WTI -b— 2 -HR SHAFT ENCLOSURE 13 CONCRETE, RE'. STRUCT WM 2 -HR 10' CONCRETE FIRE WALL, RE'. STRUCT Wd3e NR S•CONCRETEWAIL, RE: STRUCT WL3b NR 12•CONCRETEWALL RE: STRUCT W-04 NR CCMUWAIL W-05 2 -HR FIRE BARRIER, W CMU WALL WE -1e 1 -HR EX7ERIORWALL-24 WE -1b 1 -HR EX7ERIORWALL-26 W&1C 1 -HR EX7ERIORWALL-2x8 WE -2 1 -HR EXTERIOR WALL- 2x13 W1 GWB ON BOTH SIMS WE -3a I 1 -HR EX7ERIORWALL-22A WEab1-HR 1 -HR EXTERIOR WALL DEMISING -2 W&W E3c 1 R EXTERIOR WALL DEMISING- 2 2v9 M WE -0 NR NR PARAPEXTERIOR WEE -5 1 -HR XTERI R&S EXTER1CWASL OKE BARRIER -2x8 WEla 1 -HR INT. BEARING WALL -2x8 WI -la 1 -HR UNIT UNIT DEMISING, RE PARTITION - 224 Vii 1 -HR UNITHIRE PARTINNON -228 Vii 1HR CORRIDOR. FIREPARTITION -2*4 Vii 12HIR CORR. RE ON WITH RC Sea 1.3 2 -HR EAT ENCLOSURE, FIRE WRIER EAT ENCLOSURE, , FIRE SHATTLNER B WD FRAMING I-3 WI3e 2 -HR WRIER- EXIT ENCLOSURE, FIRE SHAFTLNER B WD FRAMING WI 2 -HR WRIER- EXIT ENCLOSURE FIRE BARRIER- SHAFTUNER&WDFRAMING W 2 -HR EXIT ENCLOSURE,FIREBARRIER - SHAFTLINER&WDFRAMING I WHB 2 -HR EXIT ENCLOSURE,FIREBARRIER - SHAFTLINER&WDFRAMING WIIb 2 -HR EXIT ENCLOSURE, FIRE B NG Wlda 2 -HR BRIER RJER- HNFTLER&W XXWD 3RAMIENON ME SIDE BARRIER-3HAFTLINERW2x W0 PRIMING qJ ME SIDE KEY PLAN N Z PROJECT - G2 - G3 ® m® z Z PROJECT WALL TYPE SCHEDULE MARK HIRE RATING DESCRIPTION Wldb 2 -HR SHAFT ENCLOSURE.FIREBARRIER- SI-AFTLINER W a WD FRAMING ON ME SIDE Wldc 2 -HR SHAFT ENCLOSURE. FIRE BARREN -SHAFTUNER B WD FRAMING ON EACH SIDE W143 2 -HR SHAFT ENCLOSURE. r PRE{.AST AIR 2 -HR SHAFT ENCLOSURE. a WD STUD B GIVE ON EACH SIDE WId 2 -HR FIREWALL - IF PRE CAST CONCRETE WHUI 1 -HR EXTERICRWALL M WI -9 2 H FIREWALL - SHAFTLINER(ONLY) W499 2 H FIREWALL-(2)2x(WDWALLONLY) Wlmc 2 H SHAFT ENCLOSURE -B" CONCRETE, RE: STRUCT W110NR QQ 8"PRECAST WI11a1 H OCCUPANCY SEPARATION FIREBARRIER-2x4 WI11b1-HR CO� �C/) OCCUPANCY SEPARATION, FIREBARRIER-2x8 WI -11c 1 -HR OCCUPANCYSEPARATON,FIRE BARRIER -2x8 Wit -12a 1 -HR OCWPANCYSEPARATIIXy FIRE BARRIER-(2)WWATSW1 GAS W4121b 1 -HR OCWPANCYSEPARATIIXy FIRE BARRIER-(2)WWALLSWI GAS WI -13e 1 -HR INT. BEARING WALL -2fi ALM 1 -HR INT. BEARING WALL -2x8 WI -14e NR INTERIORWALL-2X4 W414b NR INTERIORWALL-W WI -14C NR INTERIORWALL-M W415e 112 -HR FIRE BARRIER2X4 WI1I% 112 -HR FIRE BARRIER -2x6 WI -16a 1 -HR INTERIOR BEARING WALL -(2)2A WI -16b 1 -HR INTERIOR BEARING WALL -(2)2 8 WI -16c 1 -HR INTERIOR BEARING WAIL -(2)2x8 WI -1] 1 -HR SMLKEWRIER-2X4 KEY PLAN N Z PROJECT - G2 - G3 ® m® z Z PROJECT 111 ,, ■ KEPHART community • planning • archilacturs 25M WALNUT STREET DENVER, COLORADO MMS x J,mM1enmm U) Z MM M 5W /� LL O 00 .jO F -w w p F� Q QQ w Q= LU w� CO� �C/) OOw =U W 2 0> V � L.L SOF CO4O B N 037 4 n� �SFD ARC`F. 03.25.2021 No. Me IKDa 1 1200 RESU&ATTA-110WNERFEV n D mH r DJV Pmgd Designer DMB Date 08.28.2020 Ab Number 218094 Dervern By RB JT CT CbxYaEB DMB Tore OVERALL GARAGE LEVEL PLAN Sties Number I Al-5Rl ll ENTRY FROM ACCESSIBLE PARKING STALLS. 2% CROSS SLOPE MAX M COMPACT PARKING STALL PARKING STALL CENTER SIGN WITHIN PA RKING Y STALLATINTERIOREND NOTES: 1, VERIFY SNOW STORAGE HEIGHT MAXIMUM WITH PRECAST MFR PRIOR TO CREATION OF SIGN 2 SIGN SHALL BE PLACED AT THE HEAD OF EACH SNOW STORAGE PARKING SPACE. 3. PROVIDE 2• DIAMETER METAL PIPE WHERE WALL -MOUNTING IS NOT PRACTICAL C. ALLSIGNAGEBYOTHERS. INFORMATION SHOWN FOR REFERENCE ONLY SIGNAGE PACKAGE To BE APPROVED BY DEFERRED SUBMITTAL. SUBMIT ALL SIGNAGE TO GWNEWARCHITECT FOR REVIEW PRIOR TO INSTAULATIONIFABRICATION STALL SURFACE m PT PIPE DROP AND FLOOPRR PENETRATION AS OCCURS, RE: PLUMB, STRUCT SNOW STORAGE SIGNAGE DETAIL PROTECTION AT GARAGE 1'Q �r HRX R7E IF R70a AT VAN STALLS CENTER SIGN WITHIN PARKING STALL AT INTERIOR END WALL -MOUNTING IS NOT PRACTICAL NOTES: 1. ACCESSIBLE SPACES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE ENTRANCE OF THE FACILITY BEING SERVED. 2. SIGN SHALL BE PLACED AT THE HEAD OF EACH ACCESSIBLE PARKING SPACE. 3, ALL VERTICAL ENTRANCE$ TO; AND VERTICAL CLEARANCES WITHIN: THE PARKING STRUCTURE SHALBE A MIN. T -V FOR ACCESS TO THE VAN ACCESSIBLE PARKING SPACES 4. ALLSIGNAGE BY OTHERS. INFORMATION SHOWN FCR REFERENCE ONLY. SIGNAGE PACKAGE TO BE APPROVED BY DEFERRED SUBMITTAL. SUBMIT ALL. SIGNAGE TO ONNERIARCHITECT FCR REVIEW PRIOR TO PER ANSI SEC. 703 L W WIDE PAINTED STRIPES AT VT -0 C. INTERNATIONALAOCESSIBLE SYMBOL PER ICCIANSI 117.1-2003 SECTION 703S.3.1 PRECASTWALLORCOLUMN AS OCCURS ITYP) 1?0 GALV. BARRIER CABLE(TYP) BEARING WASHER (TYP) VIF EXISTING SLEEVE LOCATIONS AND QUANTITIESWIMFR 111 �� ■ KEPHART community • planning • architecture 25MWAWUTSTREET DENVER, COLORADO MIMS U) Z •1 M 5\/ B LL O 00 .jO a• F -w w �0_/ LCL( Q Q W Q= c/ , w v , lF—^ V! OOw • 2 W 1 I V ' r I � SOF C040 B N 037 4 �SFD ARC`F. 03.25.2021 No. Data rED 0828.20 FEPAITSUBMIT A- r :.. 4-09 ) D VA m �: DJV Pmgd Oeeigner DMB b 08.28.2020 kb Number 218094 RB JT CT CIIxME By eeeeee DMB Tme GARAGE DETAILS Sheet Number Al -7.1 I I .P el m > o'A7 1 :I la Il ` n 4 PRECASTWALLORCOLUMN AS OCCURS ITYP) 1?0 GALV. BARRIER CABLE(TYP) BEARING WASHER (TYP) VIF EXISTING SLEEVE LOCATIONS AND QUANTITIESWIMFR CAST BEAM STEEL ANGLE BOTH SIDES OF WALL, RE: STRUCT. EMBED PLATE AS REQUIRED RE: STRUCT. 1 FILL VOID WITH FIRESAFING MATERIAL AS REWIRED TO MAINTAIN FIRE RATED ASSEMBLY WHERE OCCURS, RE: ASSEMBLIES 0' NOMINAL CMU BLOCK WALL, RE: STRUCT AND ASSEMBLIES dl9 A 0 3 PRECAST WALL OR COLUMN AS OCCURS MALE SWIVEL GHAB6IT ANCHORS (TYP) 1I2•e GALV.BARRIERCABLE(TYP) BEARING WASHER (TYP) VIF EXISTING SLEEVE LCCATICNS AND QUANTITIESWIMFR UTO BARRIER & CABLE RAILING @ GARAGE (BY 111 �� ■ KEPHART community • planning • architecture 25MWAWUTSTREET DENVER, COLORADO MIMS U) Z W M 5\/ B LL O 00 .jO F -w w �0_/ LCL( Q Q W Q= c/ , w v , lF—^ V! OOw =U 2 W 0> I V � SOF C040 B N 037 4 �SFD ARC`F. 03.25.2021 No. Data IGSII9 0828.20 FEPAITSUBMIT A- r CAST BEAM STEEL ANGLE BOTH SIDES OF WALL, RE: STRUCT. EMBED PLATE AS REQUIRED RE: STRUCT. 1 FILL VOID WITH FIRESAFING MATERIAL AS REWIRED TO MAINTAIN FIRE RATED ASSEMBLY WHERE OCCURS, RE: ASSEMBLIES 0' NOMINAL CMU BLOCK WALL, RE: STRUCT AND ASSEMBLIES dl9 A 0 3 PRECAST WALL OR COLUMN AS OCCURS MALE SWIVEL GHAB6IT ANCHORS (TYP) 1I2•e GALV.BARRIERCABLE(TYP) BEARING WASHER (TYP) VIF EXISTING SLEEVE LCCATICNS AND QUANTITIESWIMFR UTO BARRIER & CABLE RAILING @ GARAGE (BY 111 �� ■ KEPHART community • planning • architecture 25MWAWUTSTREET DENVER, COLORADO MIMS U) Z W M 5\/ B LL O 00 .jO F -w w �0_/ LCL( Q Q W Q= c/ , w v , lF—^ V! OOw =U 2 W 0> V � SOF C040 B N 037 4 �SFD ARC`F. 03.25.2021 No. Data IGSII9 0828.20 FEPAITSUBMIT A- r 4-09 D VA m �: DJV Pmgd Oeeigner DMB b 08.28.2020 kb Number 218094 RB JT CT CIIxME By eeeeee DMB Tme GARAGE DETAILS Sheet Number Al -7.1 SLAB PLAN LEGEND MON CN SPOT ELEVATION INDICATOR ,111011 SLAB STEP CONDITION ■ SLAB STEPPED SLOPE CONDITION s SLAB SLOPE CONDITION community a rRTrB SLAB SLOPE INDICATOR U) O FLOOR DRAIN - PT SLAB - NO SLOPE - PT SLAB, SLOPED (AS INDICATED ON PLAN) ® SLAB OI GRADE W OPENING IN SLAB "' AREA OF RECESSED SLAB 1-1T 0I AM Ol ^MITIM RIDGE TYPICAL GARAGE AREA DRAIN PLAN (CONDITIONS MAY VARY: REFER TO PIAN FOR MORE SPECIFIC INFORMATION) SLAB PLAN GENERAL NOTES 1. DRAIN ELEVATION NOTED AS TOO, 2. REFER TO THE FOLLOWING DETAIL FOR ADDITIONAL DRAIN DETAILS :1/t 3. REFER TO PLUMBING FOR ADDITIONAL INFORMATION. C. WARP SLAB AS NECESSARY TO PREVENT DRAINAGE OBSTRUCTION. 5. DRAWINGS ARE FOR GENERAL DESCRIPTION; VERIFY WITH STRUCTURAL DRAWINGS FOR ALL DIMENSIONS, LOCATIONS, 8 REQUIREMENTS. 6. GENERAL CONTRACTOR SHALL PROVIDE FULLY DIMENSIONED PENETRATION DRAWINGS FOR REVIEW PRIOR TO COMMENCING SLAB LAYOUT AND CONSTRUCTION. 2 111 �� ■ PMH s community a rRTrB 25M WALNUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) Z W "' O� d O 00 �O SLOPE AT 1% MIN, SLOPE AT 1% MIN, 2%MAX (U.N.O.) 2%MAX (UN.OJ A w w /0_/ LL Q C Q= K / L V l SHALL V/ OOw BE CE NTERED IN ARE4 (U.N.OJ W 2_ FO V A`? N� L.L w SOF C040 U Nn TYPICAL GARAGE AREA DRAIN PLAN (CONDITIONS MAY VARY: REFER TO PIAN FOR MORE SPECIFIC INFORMATION) SLAB PLAN GENERAL NOTES 1. DRAIN ELEVATION NOTED AS TOO, 2. REFER TO THE FOLLOWING DETAIL FOR ADDITIONAL DRAIN DETAILS :1/t 3. REFER TO PLUMBING FOR ADDITIONAL INFORMATION. C. WARP SLAB AS NECESSARY TO PREVENT DRAINAGE OBSTRUCTION. 5. DRAWINGS ARE FOR GENERAL DESCRIPTION; VERIFY WITH STRUCTURAL DRAWINGS FOR ALL DIMENSIONS, LOCATIONS, 8 REQUIREMENTS. 6. GENERAL CONTRACTOR SHALL PROVIDE FULLY DIMENSIONED PENETRATION DRAWINGS FOR REVIEW PRIOR TO COMMENCING SLAB LAYOUT AND CONSTRUCTION. ^o, x c9 0 0 0 111 �� ■ PMH Anning community a rRTrB 25M WALNUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) Z W "' d O 00 �O F— w w /0_/ LL Q W Q= w / L V l lF— V/ OOw =U 2 W 0> V � N� L.L SOF C040 U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Mek�TSUBM�k MM mg r DJV Pmgd Deeigner DMB Date 08.28.2020 Job Number 218094 Dreen By RB JT CT ChemNNBy DMB Tide OVERALL FOUNDATION AXON Shia Number A2-0 ^o, x c9 0 0 0 GENERAL VENT PIPE NOTES 1. REFER TO RADON MITIGATION SYSTEM NOTES FOR ADDITIONAL INFORMATION REGARDING MATERIALS CONTINUITY, PENETRATIONS AND SEALING. 'SEE ROOF PIAN FOR ADDITIONAL NOTES' 4- PVC PIPE EXTEND THROUGH ROOF. — OPTION B:4' PVC PERF PIPE, EMBEDDED IN GAS PERMEABLE LAYER. EXTEND 20' FROM RISER. 1tl-0 MIN I 1tl-0 MIN. GENERAL A. THIS PROJECT IS LOCATED IN A GEOGRAPHIC AREA KNOWN TO HAVE THE PRESENCE OF RADgJ IN THE GROUND. HOWEVER, IT IS UNKNOWN IF RADON IS ACTUALLY PRESENT AT THIS SITE LOCATION OR IF THESE MITIGATION MEASURES ARE NECESSARY OR SUFFICIENT TO MITIGATE THE PRESENCE OF RADON. B. THE MEASURES OUTLINED HERE ARE INTENDED TO AFFORD THE USER OF THE PROPERTY A SYSTEM TO MITIGATE POTENTIAL RADON GAS IF THE GAS IS FOUND TO BE PRESENT AT THE SITE AND WITHIN THE HABITABLE SPACES WITHOUT THE NEED FOR EXTENSIVE REMEDIATION MEASURES. C. THE RADON MITIGATION SYSTEM SHALL INCLUDE MODERN RMC METHODS FOR ACTIVE SOIL DEPRESSURIZATION. D. POST CONSTRUCTION TESTING IS REQUIRED. IF TESTING RESULTS AT ORABOVE THRESHOLD. CONVERSION FROM A PASSIVE SYSTEM TOA FAN -POWERED SYSTEM PURSUANT TO PNSVPARST CC 1000 2018 OR MST RECENT IS REWIRED. E. THE RADON SYSTEM IS A DEFERRED SUBMITTAL. SHOP DRAWINGS, CALUTAIIONS AND LAYOUT SHALL BE PRODUCED BY RADON PROFESSIONAL CREDENTIALED BY THE NATIONAL RADON PROFICIENCY PROGRAM(NRPP). DEFINITIONS A. RADONMITIGATION: SHALL INCLUDE MEANS AND METHODS AS REWIRED TO REDUCE RADON IN HOMES AS FAR AS PRACTICABLE BELOW 4 PICOCURIES PER LITER OF INDOOR AIR. REFERENCES A. UNITED STATES ENVIRONMENTAL PROTECTION AGENCY(EPA)GUIDEONHOWTOBUILDRADON - RESISTANT HOMES. ANSVAARST CC -10M 2018 OR MOST RECENT B. REFER TO THE EPA GUIDE FOR THE CURRENTGEWRPPHICAL POTENTIAL RADON ZONE FOR THIS PROJECTAS DETERMINED BY THE US GEOLOGICAL SURVEY EXECUTION: RADIX) PASSIVE VENT SYSTEM LAYOUT DESIGN, INSTALLATION, MITIGATION, AND TESTING SHALL BE CONDUCTED BY A RADON PROFESSIONAL CREDENTIALED BY THE NATIONAL RADON PROFICIENCY PROGRAM INRPP) OR NATIONAL RADON SAFETY BOARD (NRSB). UPON COMPLETION OF THE PROJECT, A CERTIFICATE OF COMPLETION MUST BE ISSUED BY THE CREDENTIALED RADON PROFESSIONAL SUPERVISING THE PRQIECT. SUITABLE METHODSt A GEOTEXTLE LAYER SOIL GAS COLLECTOR MAT OR 'RADON MAT"(1"LOW-PROFILE MAT MATERIAL INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS) CREATE PERIMETER-LWP OF MAT SYSTEM I2-35' WITHIN OUTSIDE FOUNDATION WALL b. GRID SYSTEM TO CREATE -2,000-0,000 SO "SECTIONS WITH MAT'RUNNERS' 110rilmM97p c. VENT SUB SLAB GASSES WITH VERTICAL EXHAUSTS EVERY 2.000 SO FT. EXHAUST MUST HAVE TWO MAT CONNECTIONS AND ONE VERTICAL RISER TO 4- OR 8' SCHEDULE 40 PVL. PLACE ONE EXHAUST EVERY 2,000 SO FT -0,000 SO FT, SPREAD EXHAUSTS EVENLY THROUGHOUT BUILDING. BEST PLACEMENT IS IN WALL CHASES, E. TRENCHING IS NOT REQUIRED FOR LOW PROFILE MAT e. VAPOR BARRIER IS NOT REWIRED FOR LOW PROFILE MAT (WILL NOT AFFECT PERFORMANCE IF BARRIER IS PRESENT AS REQUIRED BY SOLS REPORT OR STRUCTURAL L IS PRESENT EENTASBACKFILL IS REQ NOT REWIRED FOR MATSYSTEMSTEM(WILLNOT AFFECT PERFORMANCE IF FILL IS PRE SENT ASREQUIREDBY SOILS IMPORT OR STRUCTUML) B. PIPE LOOP SOIL GAS COLLECTOR OR "PERF PIPE' a. CREATE 3°CR2,000S UGRIPIPE'LOOP'TRENCHED INTO GRAVEL EVEN WITH VELSHUL (BEA DEPTH FILA. 2.000 SQ FT GRIDS FORT, UPT04.000 SO FT GRIDS FOR 4° GRAVEL SHALL BEA UNIFORM HAVER OF CLEAN AGGREGATE, A MINIMUM OF 4 CH SI ES THICK. THE AWED BY SWILL CONSIST E. MATERIAL THAT WILL PASS THROUGH AGS OR SIEVE AND BE RETAINED T A UB INCH SIEVE. IN BUILDINGS WHERE INTERIOR FWTRIO F OTHER BARRIERS SEPARATESUB- GRADE AREAS, SQUAREPENETRATIONS INCHES PER 10 F THE INTERIORFOOTING LENGTH 0R BARRIER EQUAL TO A MINIMUM OF 12 SQUARE INCHES PER 10 FEETRO BARRIER LENGTH SHALL BE PROVIDED. A MINIMUM OF TWO PENETRATIONS SHALL BE PROVIDED PER SEPARATION AND BE EVENLY ISPACEDNFORM TIONG THE SEPARATION. REFERTO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. b. BEFORE CONCR.CIASSR. NO HESS THAN IO MIL RATING, MUST BE PLACED ABOVE PIPE LOOP BEFORE CONCRETE POUR. c. VERTICAL PVCTS 4- INLET SND ONE VEE 40 RTICAL EXHAUSMUST T RACESPREAEVENLY SQ FTHORY PI SYSTEM. TWO INLETS AND ONE VERTICAL E%HAUST. PLACE EVERY 2p0] SO FT FOR 3' PIPE, 4.000 SQ FT FOR 4' PIPE. G FOR RECENTERW1l NE APPROVED METHODS REFERENCE THE ANSVAARST CG1000-2018, OR MOST RELENT MOVE SLJAB LABELS MUST B PLACEION D A. LABELSMUSTBE PLACEDIO EXHAUSTPIPE TFEVERY ROM AND ATTIC OF BUILDING THAT READS, "CAUTION RADON REDUCTION SYSTEM... TEST FOR RADON EVERY TWO YEARS' B. PROVIDE0V OUT OOF STALE FOR RADON FAN: A CYLINDRICAL SPACE NO LESS THAN 35' H XDON LEAVE 120V OUTLET WITHIN 4 WI HI EXHAUST PIPE. IF NO ATTIC LEAVE RWM ON ROOF. RADON FANS MAY NOT BE INSTALLED WITHIN THE BUILDING'S INSULATED ENVELOPE DUE TO THE RISK OF EXHAUST FAILURES. FINAL COUNTAND PLACEMENT OF VERTICAL RISERS TO BE DETERMINED BY RADON CONSULTANT. W TO NOTIFY ARCHITECT IF AN ADJUSTMENTTO THE PLANS IS REWIRED. KEYNOTES NO. NOTE 237 FAOON MITIGATION SYSTEM E%WIUSTRISERB VEM RADON AREAS, PROPOSED Name IArea BASEMENT AREA 1 2,291 SF AREA 3,404 SF AREA 3,961 SF AREA 3.860 SF LEVEL 1 AREA 5 2,558 SF AREAS 3,755 SF AREA 3,548 SF AREA 3,982 SF AREA 3,856 SF AREA 10 3,597 SF AREA 11 3,222 SF AREA 12 3,071 SF fIf0iIBiMR)o ^o, x U K 0 0 0 KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, COLORADO BUMS xx mmM1enmm U) Z W M -100 0 .jO F -w w p Q F� QQ w Q= LU w� C0� �C/) OOw =U 2 W 0> V � N� L.L SOF C040 J N 037 4 n� �SFD ARC`F. 03.25.2021 No.Dek�TSUBM�k g DJV Pmgd Oeaigner DMB N 08.28.2020 Job Number 218094 Dean By RB JT CT xM4B DMB Me RADON EXHIBIT Saeel Nemoer A2-00 ^o, x U K 0 0 0 19 - - -- - i I I I I I t9- -�- i E I G IDS m z° w ' m Nw Pw R S I Y 130 IS 1, Y 31Ed 12 2&LIT 28'-IY T-0- 2-410 16'-Y 23'd" VILE L- { GARAGE RE I/ A1-0.0 Y I y I _ Y � 0 I 10 --- - - Y 7s -�� I I i LT I I I I 1 I I — � I I i i I i Li -----r; L ---------r------1 65-01/2' =I 8M U n� I 11 u - 1 16 4112' — II , II 237 Y I i I Y I 9'-9 V2' I I ' � I Y I II � u 'J i II I ' YI r___ Y I u I x8 8MIA y 10•-1' I-1 to- 29-10' 5112- 0' -0 w4E 51--5 la. I1 BCe' Eei He LJ Me Gel Qe R S N OVERALL BASEMENT SLAB PLAN (t mPROJECT ®Z - —{16n) �4) 1 /A2 -0.0B -- — (12n) 11 A2-0.101 _ =410' Sn N0. NOTE 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 22A FLOOR GRAIN. RE: PLUMBING —r5) RADON MITIGATION SYSTEM EXHAUST RISER &VENT SLAB SLOPE INDICATOR O FLOOR GRAIN _ N M PT SLAB, SLOPED NS INDICATED ON PLAN) ® § :r c ® AREA OF RECESSED SIA& P Qw a moo_/ F�--� LCL( Q W Q= 2 //w�/� V! 0 C/)O F - 0 =U w _ w 0 > M SOF CO4O B N 037 4 of ,�tA �SFD ARC`F. 03.25.2021 o a WI PERM UB T [MP 8MIA y 10•-1' I-1 to- 29-10' 5112- 0' -0 w4E 51--5 la. I1 BCe' Eei He LJ Me Gel Qe R S N OVERALL BASEMENT SLAB PLAN (t mPROJECT ®Z - —{16n) �4) 1 /A2 -0.0B -- — (12n) 11 A2-0.101 _ =410' Sn KEYNOTES N0. NOTE 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 22A FLOOR GRAIN. RE: PLUMBING —r5) RADON MITIGATION SYSTEM EXHAUST RISER &VENT SLAB SLOPE INDICATOR O FLOOR GRAIN _ N M PT SLAB, SLOPED NS INDICATED ON PLAN) ® § :r c ® AREA OF RECESSED SIA& KEYNOTES N0. NOTE 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 22A FLOOR GRAIN. RE: PLUMBING 237 RADON MITIGATION SYSTEM EXHAUST RISER &VENT SLAB SLOPE INDICATOR O FLOOR GRAIN _ N M PT SLAB, SLOPED NS INDICATED ON PLAN) ® § a c ® AREA OF RECESSED SIA& P Qw a moo_/ F�--� LCL( KEYNOTES N0. NOTE 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 22A FLOOR GRAIN. RE: PLUMBING 237 RADON MITIGATION SYSTEM EXHAUST RISER &VENT SLAB PLAN LEGEND ONCCH SPOT ELEVATION INDICATOR ■ SLAB STEP CONDITION if SLAB STEPPED SLOPE CONDITION 25M WAWOTSTREET DENVER, COLORADO PoMS xw mmM1eRmm SLAB SLOPE CONDITION SLAB SLOPE INDICATOR O FLOOR GRAIN EAT SLAB - NO SLOPE M PT SLAB, SLOPED NS INDICATED ON PLAN) ® SLAB ON GRADE, SLOPED AS INDICATED ON PIAN) C) OPENING IN SLAB ® AREA OF RECESSED SIA& RIDGE z si oN 5LCPE AT I%MIN, SLOPE AT I%MIN, 2% 4T 2% MM IU.N.O.) rc ¢ BECE SHALL BE CENTERED IN AREA (LLN.O.) 2_ a Ci eft j 0 RIDGE TYPICAL GARAGE AREA DRAIN PLAN (CONDITIONS MAY VARY; REFER TO PLAN FOR MORE SPECIFIC INFORMATION.) SLAB PLAN GENERAL NOTES I. DRAIN ELEVATION NOTED AS T.O.D. 2. REFER TO PLUMBING FOR ADDITIONAL INFORMATION. 3. WARP SLAB AS NECESSARY TO PREVENT DRAINAGE OBSTRUCTION. A. DRAWINGS ARE FOR GENERAL DESCRIPTION; VERIFY WITH STRUCTURAL DRAWINGS FOR ALL DIMENSIONS. LOCATIONS. & REQUIREMENTS. 5. GENERAL CONTRACTOR SHALL PROVIDE FULLY DIMENSIONED PENETRATION DRAWINGS FOR REVIEW PRIOR TO COMMENCING SLAB LAYOUT AND CONSTRUCTION. 111 ,, ■ KEPHART community • planning s archileolurs 25M WAWOTSTREET DENVER, COLORADO PoMS xw mmM1eRmm U) z W M C) 00 .jO P Qw w moo_/ F�--� LCL( Q W Q= //w�/� V! 0 C/)O F - 0 =U w _ w 0 > M SOF CO4O B N 037 4 of ,�tA �SFD ARC`F. 03.25.2021 Me Issue 10,10.19 loo%CO WI PERM UB T [MP e PD DJV Pmgd Designer DMB m 08.28.2020 Job N umber 218094 Ememi By RB JT CT CIIxME By DMB De OVERALL BASEMENT SLAB PLAN SheN Number A2 -0e0 19 1 Bn - 16n'r 14nj — 12n�i done 1,8'. = V-0" N - AREA B ® 4z PROJECT SLAB PLAN LEGEND 35 5 11Z No. NOTE 6 FLOOR GRAIN. RE: PLUMBING 228 KITCHEN SINK, RE: INTERIORS AND PLUMBING 237 VANITYSINK RE: PLUMBING, INTERIORS 229 SHOWER BASE, CODE COMPLAINT 38' X 80' CURB SHOWER BASE AND FRAMED GIASS DOUR THE SURROUND RE: INTERIORS 22.11 WATER CLOSET WITH FLUSH HANDLE ON SIDE ADJACENT TO SINK RE: PLUMBING 22.12 BATHTUB, 38' X 80' KOHLER RE: PLUMBING 22.13 WATER HEATER; RE; PLUMBING SLAB PLAN LEGEND KEYNOTES No. NOTE 22A FLOOR GRAIN. RE: PLUMBING 228 KITCHEN SINK, RE: INTERIORS AND PLUMBING 237 VANITYSINK RE: PLUMBING, INTERIORS 229 SHOWER BASE, CODE COMPLAINT 38' X 80' CURB SHOWER BASE AND FRAMED GIASS DOUR THE SURROUND RE: INTERIORS 22.11 WATER CLOSET WITH FLUSH HANDLE ON SIDE ADJACENT TO SINK RE: PLUMBING 22.12 BATHTUB, 38' X 80' KOHLER RE: PLUMBING 22.13 WATER HEATER; RE; PLUMBING 237 RADON MITIGATION SYSTEM EXHAUST RISER B VENT SLAB PLAN LEGEND OmCN SPOT ELEVATION INDICATOR qF SLAB STEP CONDITION KEPHART SLAB STEPPED SLOPE CONDITION SLAB SLOPE CONDITION 255M WALNUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm SLAB SLOPE INDICATOR O FLOOR DRAIN PT SLAB - NO SLOPE - PT SLAB. SLOPED (AS INDICATED ON PLAN) ® SIAS ON GRADE, SLOPED IAS INDICATED ON PLAN) W OPENING IN SLAB ® AREA OF RECESSED SLAB RIDGE GLCPE AT I%MIN, SLOPE AT I%MIN, 2%MAX (U.N.O.) 2% MAX ID.N.D.) yUl o � o rc a BECE SHALL BE CENTERED IN AREA (LLN.O.) 2 er A RIDGE TYPICAL GARAGE AREA DRAIN PLAN (CONDITIONS MAY VARY', REFER TO PLAN FOR MORE SPECIFIC INFORMATION.) SLAB PLAN GENERAL NOTES 1. DRAIN ELEVATION NOTED AS T.O.D. 2. REFER TO PLUMBING FOR ADDITIONAL INFORMATION. 3. WARP SLAB AS NECESSARY TO PREVENT DRAINAGE OBSTRUCTION. A. DRAWINGS ARE FOR GENERAL DESCRIPTION; VERIFY WITH STRUCTURAL DRAWINGS FOR ALL DIMENSIONS. LOCATIONS. & REQUIREMENTS. 5. GENERAL CONTRACTOR SHALL PROVIDE FULLY DIMENSIONED �� PENETRATION DRAWINGS FOR REVIEW PRIOR TO COMMENCING SLAB LAYOUT AND CONSTRUCTION. DC ENLARGEDI ENIARGED ARE A'A' AREA'S' ENLARGEDENLARGE AREA'D' I AREA'C' N KEY PLAN ® w,®Z PROJECT 111 ,, ■ KEPHART community • planning •architecture 255M WALNUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) Z W "' -100 0 .jO Pw W �p LCL( Q Q W Q= (n v, /Wu V! 0 C/) OW =U _ W 0 > SOF CO4O 0 N 037 4 �SFD ARC`F. 03.25.2021 No. Date Issue 10,1e.19 too%CO 0928.A Mn M K O g r9R DJV Pmgd Designer eeeeee DMB DeM 08.28.2020 kb Number 218094 Oman By RB JT CT CIIxEeEBy DMB Tide ENLARGED BASEMENT SLAB PLAN - AREA B Shea Nuveer A2=0.0B 8n - - AREA C ® `®Z IT PROJECT W-] KEYNOTES NO. NOTE 228 KITCHEN SINK, RE: INTERIORS AND PLUMBING 237 VANITY SINK RE: PLUMBING, INTERIORS 22.10 SHOWER EASE, 3TX W' CURB SHOWER BASE AND FRAMED SUSS DOOR, TILE SURROUND RE. INTERIORS 22.11 WATER CLOSET WITH FLUSH HANDLE ON SIDE ADMCENT TO SINK RE: PLUMBING 22.12 BATH TUB, 36" X 60' Kohl RE: PLUMBING 22.13 WATER HEATER; RE; PLUMBING 237 RADON MITIGATION SYSTEM EXHAUST RISER VENT SLAB PLAN LEGEND OmON SPOT ELEVATION INDICATOR qF SLAB STEP CONDITION All SLAB STEPPED SLOPE CONDITION p SLAB SLOPE CONDITION 25M WAWOT STREET DENVER, COLORADO PoMS xww.bpM1eRmm SLAB SLOPE INDICATOR O FLOOR DRAIN PT SLAB - NO SLOPE - PT SIAB. SLOPED (AS INDICATED ON PLAN) ® SLAB ON GRADE, SLOPED IAS INDICATED ON PIAN) W OPENING IN SLAB M AREA OF RECESSED SLAB SLOPE AT 1%MIN, 2% MAX K RIDGE SLOPE AT 1%MIN, 2%MAX Iu N.C.; y0I ■ O_ p — DRAIN SHALL 25M WAWOT STREET DENVER, COLORADO PoMS xww.bpM1eRmm BE CENTERED IN AREA (ONO.) RIDGE TYPICAL GARAGE AREA DRAIN PLAN (CONDITIONS MAY VARY', REFER TO PLAN FOR FACES SPECIFIC INFORMATIONL) SLAB PLAN GENERAL NOTES 1. DRAIN ELEVATION NOTED AS T.O.D. 2. REFER TO PLUMBING FOR ADDITIONAL INFORMATION. 3. WARP SLAB AS NECESSARY TO PREVENT DRAINAGE OBSTRUCTION. 0, DRAWINGS ARE FOR GENERAL DESCRIPTION; VERIFY WITH STRUCTURAL DRAWINGS FOR ALL DIMENSIONS, LOCATIONS. & REQUIREMENTS. 5. GENERAL CONTRACTOR SHALL PROVIDE FULLY DIMENSIONED PENETRATION DRAWINGS FOR REVIEW PRIOR TO COMMENCING SLAB LAYOUT AND CONSTRUCTION. ENLARGEDI ENLARGED ARE A'A' AREA '&' ENLARGEDENLARGE AREA'D' I AREA'C' KEY PLAN ® w,®Z PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WAWOT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) Z W M -100 0 .jO Pw w �C) LCL( Q Q W Q= f/ ,/wu v, V! 0 C/)O O =U w _ w 0 > W �M� SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Date Issue 10,1619 too%CO 0926.20 PENM UBMITK r r a, in D mre r DJV Pmgd Designer DMB N 08.28.2020 kb Number 218094 own By RS JT CT xME By DMB Title eeeeee ENLARGED BASEMENT SLAB PLAN - AREA C Sheet Number A2=0.0C Dwl 1, Fwl JJ 2 I I I I TI t Pw 1 A5C3 I 13V-0" 3T-0" 28'-0" 28'-0• I I I I I L I I } TENANT STOR. 7 m Q I DOG W —k -WIf (18n) --I - ELEV.CLOSET-I< 3'' ( IE -1 Ill. 17s OPEN Q - irk 16n1--I--�t --�-- — 15s- r W Fw - - 113s) i (14n j ____ __- �� k __ _ _ _ -- II �.- GARAGE RE: 1/A1-0.1 I I I � zPI 2 -OPEN A0-1.0 TO 1SK BIM I I A790 r ----- -------lilili TT elle 11111111 AND See 11J o I I ee 11 IDSTAIR5 I = I I=11 - � I III -111—I - -- II 10 — — — — Fliil m ELEV. LOBBY y wlsb 9 Iy LLELEC. 005 005 7s - - - II N I I II lsa irz• I __ ___________ I y AS 23 — 3 I 1 I II y I � I I I I I I c I I I I I I i I 3s I y I I I ve 15 jwI4'bWI TAJF y , y N L L j L II ' II Wl3b W-31 I I I I I A3n.D ^ - ___ Y 1B• -o 5ISE UNIT Bae `�j A5-26 TYPE 33 1PA WI -1b WI -3 wwb-STAIR4wwb q 19 WI3b B �� �18n) WI-tb W19 1 �/ AO A41.0 A5-10 TYPE -B' WI -0b - �16n1 AO TYPE'B WI III ------ - 04n; VI UNIT B2e 2 —A524— TYPE B TVPE'Br; Aa -To A a W19 1 1 A2-0.313 wNm m ' —„+-12n) wI-m S 1 / A2 -0.3C � h O S vl UNIT A2 TYPE I q PEB' j — --� 1 4-75 2 m _ ® UNIT B2e yy Y Ee N m TVPE'e S 12e III ]JY m4E 51'E 1? /2\ 1 2 1 � A321 �AA B � � He i J \ Me Oe Qe R S N n OVERALL BASEMENT COMPOSITE PLANan ®Z 1/16” =I '-0" PROJECT ND. UNIT Ba NV RI( HIRE RATING DESCRIPTION W -01a 2 -HR III ]JY m4E 51'E 1? /2\ 1 2 1 � A321 �AA B � � He i J \ Me Oe Qe R S N n OVERALL BASEMENT COMPOSITE PLANan ®Z 1/16” =I '-0" PROJECT KEYNOTES ND. WALL TYPE SCHEDULE NV RI( HIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- B• CONCRETE. RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE- IT CONCRETE. RE: STRUCT W-02 2 -HR 10• CONCRETE FIRE WALL, RE: STRUCT W -03a NR T CONCRETE WALL, RE. STRUCT WUW NR RCCIXJCRETEWPLL RE: STRUCT W -0C NR 6"CMU WALL WAS 2 -HR FIRE BARRIER BE CMU WALL WE -1a FIER EXTERIOR WALL -2x0 WE -Ib FIER EXTERIORWALL-2x6 WE -lc 1 -HR EXTERIORWALL-M WE -2 1 -HR EXTERIOR WALL -D8W/Saying ON BOTH SIDES WE -Ga 1 -HR EXTERIORWALL-O)2M WEGb 1 -HR EXTERIOR WALL DEMISING -2W WE3c I 1 -HR EXTERIOR WALL DEMISING- 2 2X8 WE -0 NR PARAPET -26 WEPa 1 -HR EXTERIOR S EXCH =BARRIER -2x8 WEd 1 -HR GENERIC WALL WI -la 1 -HR UNIT DEMISING, FIRE PARTTIgN- 2 20 WI -10 1 -HR UNIT DEMISING, FIRE PARTITIIXN-(22118 WT -2a 1l2 -HR CONFUSION. FIRE PAFIITION-2W WI -20 1l2 -HR CORRIDOR. FIRE PARTRIIXN-2a8 WITH RC WI3 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHPALINERS WD FRAMING WI3a 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHPALINER S WD FRAMING WI -31a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER S WD FRAMING WI -0 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WIAa 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WIAb 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFTLINER W'LWD FRAMING ON O NE SIDE WIC 2 -HR SHAFTENCLWUREFIREBARRIER-SHMINERWaWD FRAMING ON ME SIDE WI -Sc 2 -HR SHAFT ENCLOSURE. FIRE BARRIER - SHAFTLINER B WD FRAMING ON EACH SIDE WEB 2 -HR SHAFT ENCLOSURE. F PRECAST WI -T 2 -HR SHAFT ENCLOSURE 2X WD STUD S GWB ON EACH SIDE WV8 2 -HR FIREWALL 8-PRECASTCONCREfE Wli 1 H EXTERII 2P6 WI -B[ 2 H FIREWALL- SHAFTLINER(ONLY) WINI 2 H FIREWALL-(2)2x(WOWALLONLY) Wlma 2 H SHAFT ENCLOSURE -B" CONCRETE.RE:STRUCT WI10NR 8"PRECAST WIIla1 H OCCUPANCY SEPARATION, FIREBARRIER-2x0 W41,6 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WI -11C 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2a8 WI -12a FIER OCCUPANCY SEPARATION, FIRE BARRIER-(2)'D£WPLLSWI GWB WI -12b PHR OCCUPPNCYSEPARATIXy FIRE BARRIER-(2)WSWALLSWI GWB WI -13a 1 -HR INT, BEARING WALL -28 WI -136 1 -HR INT, BEARING WALL -28 WI -14a NR INTERIORWALL-2X0 WI -14b NR INTERIORWALL-W WI -10C NR INTERIORWALL-2x8 WI -Sit 110 -HR FIRE BARRIER -2x0 WI -151a 11R -HR FIRE BARRIER2x6 WI-16a 1 -HR INTERIOR BEARING WALL -(2)2x0 WLi86 1 -HR INTERIOR BEARING WALL -(2)28 WI-i6C 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -17 1 -HR SMCKE84RRIER-2X0 KEYNOTES ND. NOTE 13.1 STANDPIPE WI HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND 25M WAWOT STREET DENVER, COLORADO ml xww.bpM1eRmm SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. IN e1I ■ KEPHART community • planning aarchitecture 25M WAWOT STREET DENVER, COLORADO ml xww.bpM1eRmm U) FEMININE Z W M 5 LL00 O .jO Q Z LLi 0 F� Q Q W Q= (n W C/5 , (n D lF V! O=W =U _ W 0 > V � qp�0F C040 U N 037 4 �SFD ARC`F. 03.25.2021 No. Date Issw 10,18.19 tW%CO 0928.20 PERM uBMITK , ,1 9 4ymng 000 mg r DJV Pmgd Deeigner DMB Same 08.28.2020 Job Number 218094 Demen By RB JT CT CbxME By DMB rme eeeeee OVERALL BASEMENT COMPOSITE PLAN SNeN Number A2-0.1 — (1 s5 � -- - - - - 3) - - - - AREA'A' y AREA'D'— — — I'10 ---� 9 - 7s - 17s) I I 3 ) I II I I I � I !Pe /(EY I I Y I u - I II 2 B•-6519. 2 9 A u 2 ell I I I I Y Y I I I I I I I I I I F--i� -—_�___ — - 7 3s o �1n� II Y §Taa II I Y L�� I I I I AJ�\i B Cel Eel He K L 'Medi Oe N ® m(+Z PROJECT i I - ---�18IF) - ---( 6n) - --(14n) Y ND. be 1 DECORATIVE PENDANT LIGHT GYP. BD ON MTL FRAMING E3 U SURFALEMWNTED LIGHT FIXTURE, RE: ELECTRICAL MOUNTED UGHT MIXTURE, FeeeeeeZ 2 W RATED GYP. SO CEILING, RE: ASSEMBLIES A 6SERIES II a a AREA'C' 3 GYP, BD ON MTL FRAMING WI VINYL COVER PER INTERIORS A ®TOUNGE ti— 10 ARO EXTERIOR TBG WOOD SOFFIT AT FORTE-COCHERE Y— L1 w - - 8n u FAUX WOOD BEAM I I I I a Y a I I I I I AJ�\i B Cel Eel He K L 'Medi Oe N ® m(+Z PROJECT i I - ---�18IF) - ---( 6n) - --(14n) RCPLEGEND KEYNOTES ND. be 1 DECORATIVE PENDANT LIGHT GYP. BD ON MTL FRAMING E; INTERE:INTERIORICALECTRICAL DECCRAE VE INTRE:EUEELECTRICAL � AREA'B' _ SURFALEMWNTED LIGHT FIXTURE, RE: ELECTRICAL MOUNTED UGHT MIXTURE, FeeeeeeZ 2 W RATED GYP. SO CEILING, RE: ASSEMBLIES A 6SERIES a AREA'C' 3 GYP, BD ON MTL FRAMING WI VINYL COVER PER INTERIORS A ®TOUNGE ti— 10 ARO EXTERIOR TBG WOOD SOFFIT AT FORTE-COCHERE Y— L1 w - - 8n FAUX WOOD BEAM Q W/) Q 6 Wu RCPLEGEND KEYNOTES ND. NOTE 1 DECORATIVE PENDANT LIGHT GYP. BD ON MTL FRAMING E; INTERE:INTERIORICALECTRICAL DECCRAE VE INTRE:EUEELECTRICAL _ „: SURFALEMWNTED LIGHT FIXTURE, RE: ELECTRICAL MOUNTED UGHT MIXTURE, FeeeeeeZ 2 W RATED GYP. SO CEILING, RE: ASSEMBLIES A 6SERIES d 3 GYP, BD ON MTL FRAMING WI VINYL COVER PER INTERIORS A ®TOUNGE B GROOVE WOOD CEILING PER INTERIOR ARO EXTERIOR TBG WOOD SOFFIT AT FORTE-COCHERE Y— L1 w 5 FAUX WOOD BEAM Q W/) Q 6 Wu SOFFIT BOARD 11110 Of/ V ! lH- DECORATIVE LINEAR PENDANT. RE: INTERIOR& ELEC V O O o DECORATIVE PENDANT, RE: INTERIOR & EIEC g DECORATIVE WALL SCONCE, RE: INTERIOR & ELEC = DOWN LIGHT, RE: INTERIOR& ELEC RETURN DIFFUSER, RE: MECH ® SUPPLY DIFFUSER, RE: NECH 2T 30', INTERIOR CLEAR, ATTIC ACCESS PANEL. VERIFY RCP GENERAL NOTES SEE INTERIOR ELEV. & ELECTRICAL RCP FOR ACCENT LIGHTING U CALL-OUTSILOCATIONS, RE: INTERIORS & ELECTRICAL N SEE INTERIOR ELEV. FOR DROPPED SOFFITS AT MILLWORK, 037 4 n� �SFD ARC`F. RE: INTERIORS SEE INTERIOR PLANS, ELEVATIONS, FURNITURE & COORDINATION PLANS 10,16.10 too%CO FOR DRAPERY POCKET LOCATIONS. RE: INTERIORS 06x8.20 I+ERM u6Mlrru ARCH LIGHTING TO BE EQUALLY SPACED AND CENTERED WITHIN ROOMSICORRIDORS, TYPICAL. RE t ELECTICAL PERIMITER SOFFITS TO BE EO M ALL SIDES, TYR. ENSURE DIFFUSERVACCESS PANELS DO NOT CONRICT WI ACCENT LIGHTING. SOFFITS. & DECORATIVE FIXTURES. ETC, TYPICAL ALL ARCHITECTURAL LIGHTING LOCATED M WOOD CEILING TO HAVE BRONZE TRIM. RE: INTERIORS MECHANICAL GRILLES AND WALL DIFFUSERS, ELECTRICAL PANELS, DJV ACCESS PANELS, ETC. WHICH ARE EXPOSED IN FINISHED SPACES SHALL DMB BE PAINTED, IN PROPER PAINT FORMULATION, TO MATCH THE SURFACE 08.28.2020 ON WHICH THEY OCCUR. RE: INTERIORS 218094 SEE AS SERIES, UNIT RCP, FOR ENTRY CEILING HEIGHTS AT CORRIDORS KEYNOTES ND. NOTE 26A DECORATIVE PENDANT LIGHT 266 E; INTERE:INTERIORICALECTRICAL DECCRAE VE INTRE:EUEELECTRICAL 28.fl SURFALEMWNTED LIGHT FIXTURE, RE: ELECTRICAL MOUNTED UGHT MIXTURE, IN KEPHART community • planning aarchitecture 35M WAWUT STREET DENVER, COLORADO MMS xww.bpM1eRmm U) FeeeeeeZ W M d O 00 -j O Y— L1 w C) LL Q W/) Q Tu Wu 11110 Of/ V ! lH- O V OI1l1 =U W _ w 0 > V � I..L SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,16.10 too%CO 06x8.20 I+ERM u6Mlrru r r e �D NH DJV Pmpa Designer DMB M 08.28.2020 Job Number 218094 Drawn By RB JT CT Chat By DMB The OVERALL BASEMENT REFLECTED CEILING PLAN Sheet Number A2-082 i 9)— (1 8w - (18n} 6'12n1mis — �L i Nw Pw R S t AB 2.3 R S KEYNOTES NO. WALL TYPE SCHEDULE MARS( HIRE RATING DESCRI"M W -01a 2 -HR SHAFT ENCLOSURE- B' CONCRETE. RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE- 1T CONCRETE, RE: STRUCT W-02 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT W-0341 NR T CONCRETE WALL, RE. STRUCT WUW NR 12-CONCRETEWPLL RE: STRUCT W -0C NR 6"CMU WALL WAS 2 -HR FIRE BARRIER 8' CMU WALL WE -la 1 -HR EXTERIOR WALL -2x0 WE -lb 1 -HR EXTERIORWALL-2x6 WE -lc 1 -HR EXTERIORWALL-M WES 1 -HR EXTERIOR WALL -WW/ Drying ON BOTH SIDES WE -3a 1 -HR EXTERIORWALL-(2)2M WE -3b 1 -HR EXTERIOR WALL DEMISING -2W WE3c I 1 -HR EXTERIOR WALL DEMISING -2 SO WE -0 NR PARAPET -26 WE5 1 -HR EXTERICR S SMON =BARRIER -2x8 WE -Se 1 -HR GENERIC WALL WI -la 1 -HR UNIT DEMISING FIRE PARTTIgN-220 WI -1b 1 -HR UNIT DEMISING, FIRE PARUTION-(22118 WI -2a 1IY-HR CORRIDOR. FIRE PARTNION-2W WI -20 1IY-HR CORRIDOR. FIRE PARTNION-248 WITH RC WI3 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAALINERS WD FRAMING WI3a 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAALINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SBAFTLINER S WD FRAMING WI -0 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WIAa 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WIAb 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFRINER W'LWD FRAMING ON IXNE SIDE WIC 2 -HR SHAFTENCLWUREFIREBARRIER-SHAFTLINERW&WD FRAMING ON ME SIDE WI -5c 2 -HR SHAFT ENCLOSURE. FIRE BARRIER - SHAFTLINER B WD FRAMING ON EACH SIDE WHO 2 -HR SHAFT ENCLOSURE. 8' PRECAST WI -T 2 -HR SHAFT ENCLOSURE 2x WD STUD B GWS ON EACH SIDE WIFT 2 -HR FIREWALL 8-PRECASTCONCRETE Wli 1 H EXTERIORWALL-2fi WHO 2 H FIREWALL- SHAFTLINER(ONLY) WIXW 2 H FIREWALL-(2)2x(WDWALLONLY) Wlmc 2 H SHAFT ENCLOSURE -B" CONCRETE.RE:STRIJ W110NR 8"PRECAST WIIS1 H OCCUPANCY SEPARATION, FIREBARRIER-2x0 W4116 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WI -11C 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -248 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER-(2)'D£WALLIS W/ OWL WI -12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLS W/ GWB WI -13a 1 -HR INT. BEARING WALL -28 WI -131H 1 -HR INT. BEARING WALL -28 WI -14a NR INTERIORWALL-2X0 WI -14b NR INTERIORWALL-26 WI -10C NR INTERIORWALL-2x8 WI -15a 110 -HR FIRE BARRIER2A WI-15b 11R -HR FIRE BARRIER2x6 VI 1 -HR INTERIOR BEARING WALL -(2)2x0 VI 1 -HR INTERIOR BEARING WALL -(2)28 WI-l6C 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -17 1 -HR SMOKEBARRIER-2X0 KEYNOTES NO. NOTE 56 METALRAILINGVOWDERCOATED 5.10 PARTIAL HEIGHT METAL RAILING -POWDER COATED 5.16 UNFDIRECTIONAL GATE AND SIGNAGE PER IBC 10238 10.16 FIRE EXTENGUISHER CABINET 13.1 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 231 RADON MITIGATION SYSTEM EXHAUST RISER A VENT ENLARGEDI ENLARGED A' AREA'AREA'S' ENLARGEDENLARGE AREA'D' I AREA'C' N — L-- AREA — AREA B" #* KEY PLAN ® o PR® f z PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WAWOT STREET DENVER, COLORADO PoMS U) FEMININE Z W M a_0 5 O �ississisO w w /0_/ LCL( Q a. W Q= LUQ /w� V! C/) OOw =U W 2 0> V � E� SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. DateL�TSUBM�k 10.19.19 4929.20MM In romg r DJV Pragd Oeeigner DMB Dere 08.28.2020 Job Number 218094 rami By RB JT CT xME By DMB Tore ENLARGED BASEMENT PLAN - AREA B ShenNumber 8n 1/81. = 11-01, KEYNOTES NO. WALL TYPE SCHEDULE N IRIL HIRE MING DESCRI"M W -01a 2 -HR SHAFT ENCLOSURE- B' CONCRETE. RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE- IT CONCRETE, RE: STRUCT W-02 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT W -03e NR T CONCRETE WALL, RE. STRUCT WU NR 12-CONCRETEWALL RE: STRUCT W -0C NR IF CMU WALL WAS 2 -HR FIRE BARRIER B' CMU WALL WE -1a 1 -HR EXTERIOR WALL -2x0 WE -Ib 1 -HR EXTERIORWALL-2x6 WE -lc 1 -HR EXTERIORWALL-M WES 1 -HR EXTERIOR WALL -WW/ BASIS ON BOTH SIDES WEGa 1 -HR EXTERIORWALL-(2)2M WEGb 1 -HR EXTERIOR WALL DEMISING -2W WE3c I 1 -HR EXTERIOR WALL DEMISING -2 SO WE -0 NR PARAPET -26 WE5 1 -HR EXTERICR S SACH =BARRIER -2x8 WEd 1 -HR GENERIC WALL WI -la 1 -HR UNIT DEMISING FIRE PARTTIgN-22[0 WI -10 1 -HR UNIT DEMISING, FIRE PARTITION -(22118 WI -2a 1G -HR CORRIDOR. FIRE PAMYTON-2W III 1G -HR CORRIDOR. FIRE PARTITION -2a8 WITH RC WI3 2 -HR EXIT ENCLQSURE. FIRE BARRIER- SHAALINERS WD FRAMING III 2 -HR EXIT ENCLQSURE. FIRE BARRIER- SHPALINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHA LINER S WD FRAMING WI -0 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WIAa 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WIAb 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SRAFRINER W'LWD FRAMING ON IXNE SIDE WIC 2 -HR SHAFTENCLWUREFIREBAMIER-SHAFTLINERW&WD FRAMING ON ME SIDE Wldc 2 -HR SHAFT ENCLQSURE. FIRE BARRIER -SHAF LINERS WD FRAMING ON EACH SIDE W1a 2 -HR SHAFT ENCLOIURE. 8' PRECAST WI -T 2 -HR SHAFT ENCLOSURE 2x WD STUD B GWS ON FACH SIDE WHO 2 -HR FIREWALL 8-PRECASTCONCRETE Wli 1 -HR EXTERIORWALL-M WI -0 2 -HR FIREWALL- SHAFTLINER(ONLY) WIEB 2HR FIREWALL-(2)2x(WDWALLONLY) Wlma 2 -HR SHAFT ENCLOSURE -B" CONCRETE.RE:STRUCT WI10NR 8"PRECAST WIIla1 H OCCUPANCY SEPARATION, FIREBARRIER-2x0 WI -116 1-1-11 OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WI -11C 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -218 WI -12a 1 -HR OCCUPANCY SEPAMTIIXy FIRE BARRIER-(2)'D£WALLS W/ ONE WI -12b FIAR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLS W/ GWB WI -13e 1 -HR INT. BEARING WALL -28 WI -136 1 -HR INT. BEARING WALL -28 WI -10a NR INTERIORWALL-2X0 WI -10b NR INTERIORWALL-W WI -10C NR INTERIORWALL-2x8 WI -15a 110 -HR FIRE BARRIER2A WI-156 11R -HR FIRE BARRIER2x6 WI-Ha 1 -HR INTERIOR BEARING WALL -(2)2x0 WI -186 1 -HR INTERIOR BEARING WALL -(2)28 WI-i6C 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -17 1 -HR SMOKEBARRIER-2X0 KEYNOTES NO. NOTE 56 METALRAILINGVOWDERCOATED 5.16 UNI -DIRECTIONAL GATE AND SIGNAGE PER IBC 1023.8 10.16 FIRE EXTENGUISHER CABINET 13.1 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 231 RADON MITIGATION SYSTEM EXHAUST RISER A VENT ENLARGEDI ENLARGED ARE A'A' AREA 'B' ENLARGEDENLARGE AREA'D' I AREA'C' - AREA C®�®Z J " - PROJECT m KEY PLAN ®®Z PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WAWUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) FEMININE Z W M a_0 5 O �ississisO w w /0_/ LCL( Q Q W Q= /w� V! C/) OOw =U W 2 0> V � E� SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 No. DateL�TSUBM�k mte.ta 0928.20MM In mre r DJV Pmgd Oeeigner DMB m 08.28.2020 Job Number 218094 Drawn By RB JT CT CIIxME By DMB ple ENLARGED BASEMENT PLAN - AREA C Sheet Number A2-0e3C 17s� 15s;— I3s� 1 /A2-1.OA (11 s) 1 / A2-1.01 t10 = 9 A B Dw Fw J K a L Nw) Pw) R i Sl) �16n: ---�14n1 T KEYNOTES No. NOTE 3.8 4F CONCRETE HOUSE KEEPING PPD; RE: POOL, MECHANICAL ¢S 1 / A2-1.013 � FLOOR DRAIN. RE: PLUMBING ----- 12n1 4 11 A2 -1.0C 6 m — — 101 PT SLAB. SLOPED (AS INDICATED ON PLAN) ®t - - A I 6 3s ATB Ce J, K a L N OVERALL LEVEL 1 SLAB PLAN ® `®Z 1/161, = 1'-01, PROJECT e) Qe (F2 } �I l BELOW SLAB PLAN LEGEND KEYNOTES No. NOTE 3.8 4F CONCRETE HOUSE KEEPING PPD; RE: POOL, MECHANICAL 223 AREADRNN. RE: PLUMBING 22A FLOOR DRAIN. RE: PLUMBING 237 FAOON MITIGATION SYSTEM EXHAUST RISER B VEM SLAB PLAN LEGEND Iii-wr SPOT ELEVATION INDICATOR ■ SLAB STEP CONDITION 4111 SLAB STEPPED SLOPE CONDITION 255M WALNUT STREET DENVER, COLORADD MMS SLAB SLOPE CONDITION SUB SLOPE INDICATOR O FLOOR DRAIN PT SLAB - NO SLOPE - PT SLAB. SLOPED (AS INDICATED ON PLAN) ®t RADE. SLOPED IAS INDICATED ON PLAN) C) SLPH 00 ECESSED SLAB RIDGE SLCW(T I%MIN, SLCPEATI%MIN, 2%MAX U.N.O.) 2%MAX (U.N.O.) y0I rc a DRAW E CENTERED IN AREA (LLN.O.) 2__ FO X2 A RIDGE TYPICAL GARAGE AREA DRAIN PLAN (CONDITIONS MAY VARY', REFER TO PLAN FOR MORE SPECIFIC INFORMATION.) SLAB PLAN GENERAL NOTES 1. DRAIN ELEVATION NOTED AS T.O.D. 2. REFER TO PLUMBING FOR ADDITIONAL INFORMATION. 3. WARP SLAB AS NECESSARY TO PREVENT DRAINAGE OBSTRUCTION. 0, DRAWINGS ARE FOR GENERAL DESCRIPTION VERIFY WITH STRUCTURAL DRAWINGS FOR ALL DIMENSIONS. LOCATIONS. & REQUIREMENTS. 5. GENERAL CONTRACTOR SHALL PROVIDE FULLY DIMENSIONED PENETRATION DRAWINGS FOR REVIEW PRIOR TO COMMENCING SLAB LAYOUT AND CONSTRUCTION. 111 ,, ■ KEPHART community • planning aarchitecture 255M WALNUT STREET DENVER, COLORADD MMS U) Z W M d C) 00 .jO Pw w �C/ LCL( Q Q W Q= LU 1w of/Wu V! C/) OOW =U _ w 0 > � CW V � SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Date Issue 10,1619 too%CO NAM PERM UBMR7X r a, RD mg r DJV Pmgd Designer DMB N 08.28.2020 Job Number 218094 Demen By RB JT CT Chat By DMB The OVERALL LEVEL 1 FLOOR SLAB PLAN Sheet Number A2-1.0 see 4111110 a i i i M, N — AREA At In PROJECT — 14n 19 see =-412n> ame SLAB PLAN LEGEND KEYNOTES N0. NOTE 223 AREADRPIN. RE: PLUMBING 22A FLOOR DRAIN. RE: PLUMBING 228 KITCHEN SINK, RE: INTERIORS AND PLUMBING 237 VANITY SINK RE: PLUMBING. INTERIORS 22.10 SHOWER BASE. 3T X EP CURB SHOWER EASE AND FF—WED GLASS DOOR. TILE SURROUND RE. INTERIORS 22.11 WATER CLOSET WITH FLUSH HANDLE ON SIDE ADJACENT TO SINK RE: PLUMBING 22.12 BATH TUB, 38' X SC' KOHLER RE: PLUMBING 22.13 WATER HEATER; RE; PLUMBING 237 RADON MITIGATION SYSTEM EXHAUST RISER a VENT SLAB PLAN LEGEND CmCN SPOT ELEVATION INDICATOR If SLAB STEP CONDITION All SLAB STEPPED SLOPE CONDITION SLAB SLOPE CONDITION 255M WAWUT STREET DENVER, CCLONUO RIMS xww.bpM1eRmm SLAB SLOPE INDICATOR O FLOOR DRAIN PT SLAB - NO SLOPE - PT SLAB. SLOPED (AS INDICATED ON PLAN) ® SLAB ON GRADE, SLOPED IAS INDICATED ON PLAN) W OPENING IN SLAB "' AREA OF RECESSED SLAB RIDGE SLOPE AT I%MIN, SLOPE AT 1% MIN, 2%MAX (U.N.O.) 2%MAX (D.N.D.) y0I o � o rc a DRAIN SHALL BE CENTERED IN AREA (LLN.O.) 2__ FO X2 A 0 RIDGE TYPICAL GARAGE AREA DRAIN PLAN (CIXJ)ITIONS MAY VARY', REFER TO PLAN FOR MORE SPECIFIC INFORMATIIXL) SLAB PLAN GENERAL NOTES 1. DRAIN ELEVATION NOTED AS T.O.D. 2. REFER TO PLUMBING FOR ADDITIONAL INFORMATION. 3. WARP SLAB AS NECESSARY TO PREVENT DRAINAGE OBSTRUCTION. 0, DRAWINGS ARE FOR GENERAL DESCRIPTION; VERIFY WITH STRUCTURAL DRAWINGS FOR ALL DIMENSIONS. LOCATIONS. & REQUIREMENTS. 5. GENERAL CONTRACTOR SHALL PROVIDE FULLY DIMENSIONED PENETRATION DRAWINGS FOR REVIEW PRIOR TO COMMENCING SLAB LAYOUT AND CONSTRUCTION. ENLARGEDI ENIARGED ARE AA' AREA'B' ENIARGEDENLARGE AREA'D' I AREA'C' KEY PLAN ® w®Z PROJECT 111 ,, ■ KEPHART community • planning •architemrs 255M WAWUT STREET DENVER, CCLONUO RIMS xww.bpM1eRmm U) Z W "' _j00 0 .jO Pw w �C) LCL( Q Q W Q= f/ ,/wu v, V! 0 C/)O O =U w _ w 0 > SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Date Issue 10,19.19 100%CO MASS PERM UBMInK r r a, in D mre r DJV Pmgd Designer DMB N 08.28.2020 kb Number 218094 Drimem By RB JT CT CIIxME By DMB Tide eeeeee ENLARGED LEVEL 1 SLAB PLAN -AREA A er LNumicA 2=1.0A -—�—-� 6 ) -——�;14n SLAB PLAN LEGEND KEYNOTES NO. NOTE 228 KITCHEN SINK, RE: INTERIORS AND PLUMBING 227 VANITY SINK RE: PLUMBING, INTERIORS 22.11 WATER CLOSET WITH FLUSH HANDLE ON SIDE ADMCENT TO SINK RE: PLUMBING 22.13 WATER HEATER; RE; PLUMBING SLAB PLAN LEGEND 71111, CIVIL SPOT ELEVATION INDICATOR qF SLAB STEP CONDITION 4111 SLAB STEPPED SLOPE CONDITION S SLAB SLOPE CONDITION 25M WAWOTSTREET DENVER, COLORADO PoMS xw mmmmw' SLAB SLOPE INDICATOR O FLOOR DRAIN PT SLAB - NO SLOPE - PT SLAB. SLOPED (AS INDICATED ON PLAN) ® SLAB ON GRADE, SLOPED IAS INDICATED ON PLAN) W OPENING IN SLAB "' AREA OF RECESSED SLAB 2__ FO X2 A RIDGE TYPICAL GARAGE AREA DRAIN PLAN (CONDITIONS MAY VARY', REFER TO PLAN FOR MORE SPECIFIC INFORMATIONL) SLAB PLAN GENERAL NOTES .INEOFBIJIUDIN3 ELOW 1, DRAIN ELEVATION NOTED AS T.O.D. 2. REFER TO PLUMBING FOR ADDITIONAL INFORMATION. 3. WARP SLAB AS NECESSARY TO PREVEM DRAINAGE OBSTRUCTION. 0, DRAWINGS ARE FOR GENERAL DESCRIPTION; VERIFY WITH STRUCTURAL DRAWINGS FOR ALL DIMENSIONS. LOCATIONS. & 6 REQUIREMENTS. 5. GENERAL CONTRACTOR SHALL PROVIDE FULLY DIMENSIONED O PENETRATION DRAWINGS FOR REVIEW PRIOR TO COMMENCING SLAB m LAYOUT AND CONSTRUCTION. m? 11A2-1.00 I I I ENLARGED ENIARGED AREA'A' AREA'S' K.' ENLARGED ENLARGED AREA'D' AREA'C' N ti Z m PROJECT KEY PLAN ® 4 PROJECT RIDGE 111 ,, zlO KEPHART S community • planning • architecture 25M WAWOTSTREET DENVER, COLORADO PoMS xw mmmmw' U Z W "' SLOPE AT 1% MIN, SLOPE AT 1% MIN, 2% MAX (U.N.O.) 2%MAX (U.N.O.) yUI o o rc rc DRAIN SHALL BE CENTERED IN AREA (ONO.) Pw 2__ FO X2 A RIDGE TYPICAL GARAGE AREA DRAIN PLAN (CONDITIONS MAY VARY', REFER TO PLAN FOR MORE SPECIFIC INFORMATIONL) SLAB PLAN GENERAL NOTES .INEOFBIJIUDIN3 ELOW 1, DRAIN ELEVATION NOTED AS T.O.D. 2. REFER TO PLUMBING FOR ADDITIONAL INFORMATION. 3. WARP SLAB AS NECESSARY TO PREVEM DRAINAGE OBSTRUCTION. 0, DRAWINGS ARE FOR GENERAL DESCRIPTION; VERIFY WITH STRUCTURAL DRAWINGS FOR ALL DIMENSIONS. LOCATIONS. & 6 REQUIREMENTS. 5. GENERAL CONTRACTOR SHALL PROVIDE FULLY DIMENSIONED O PENETRATION DRAWINGS FOR REVIEW PRIOR TO COMMENCING SLAB m LAYOUT AND CONSTRUCTION. m? 11A2-1.00 I I I ENLARGED ENIARGED AREA'A' AREA'S' K.' ENLARGED ENLARGED AREA'D' AREA'C' N ti Z m PROJECT KEY PLAN ® 4 PROJECT 111 ,, ■ KEPHART community • planning • architecture 25M WAWOTSTREET DENVER, COLORADO PoMS xw mmmmw' U Z W "' _j00 0 .jO Pw w �C) LCL( Q Q W Q= LU v, /wu V! 0 C/)O O =U w _ w 0 > W �M� SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Date Issue 10,1619 too%CO 0928.2) PERM UBMInK r r a, in D g r DJV PmgaOesigner DMB Date 08.28.2020 kb Number 218094 Oman By RB JT CT ChemmWBy eeeeeee DMB Tide ENLARGED LEVEL 1 SLAB PLAN -AREAB r LA2=1.0B 7 K i LvMe le.) 116'-0 :10IW: 1/8" = V-0 L Me Oe N ® o* PROJECT I OF BUILDING BELOW KEYNOTES NO. NOTE 3.8 0" CONCRETE HOUSE KEEPING PPD; RE: POOL, MECIWNICAL 22A FLOOR GRAIN. RE: PLUMBING 228 KITCHEN SINK, RE: INTERIMS AND PLUMBING 227 VAN NY SINK RE: PLUMBING. INFERIORS 228 DRINKING FOUNTAINS. RE: PLUMBING I WATER CLOSETWNH FLUSH HANDLE ON SIDEADJACENTTOSINK RE: PLUMBING 22.12 BATH TUB, W X68' KO -LER RE: PLUMBING 22.13 WATER HEATER; RE; PLUMBING 22.18 SERVICE SINK: RE: PLUMBING 116'-0' WATER BOTTLE FILLER RE: PLUMBING 2223 URINAL WALL HUNG; RE: PLUMBING f237R4 CO MITIGXnON SYSTEM EXHAUST RISER B VENT 2-9110' LU w 0 F- Q Q W Q= I Cl)� V! 0 C/)O Ow =U I I _ w I > Wco ' ^ V co PARKING GRAGE M 1 SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. De Iu 95'-10318- WAS) 16411T DJV Pmpa Designer DMB N 08.28.2020 kb Number 218094 Lawn By RB JT CT CIIxME By DMB line ENLARGED LEVEL 1 SLAB PLAN - AREA C Sheet Number A2=1.0C r5-c'r u n IP vavro P. pl — '' 4f�7To• ;228' I' — r � -r; IP 12 -10 112' 1 P 21 -1 TZ zt 224 v 227 W I 4L co ---T BL; 99'6" 2 _____________ ______________ 520' 6-0' r N BL: 99'E" I n I v ; '--1 _____________ ___________ POOL DV LK z- 6, ,z - '¢' r 6' E yr 10 '- 11 ' I I I I ._0' ............ ----- n BL: 99k-6- 9'-6 m 9 W f —,9-0' - ------ ----- g.- I Id BL: 95'-10" -�j------------- II z7 zn BL 95'-10"; —_ __ 190'-0"y __• o-.......... � 11JI ' I R6 kd It--= --------- - -' v w BL:95'-10" BL:95'-2" BL: 94W T-0- 2T -1P 9'-1 1n' z-01 1'-0" 212'TOGRIDLINE 25-0- 2B•0' 12.0' 14'-0' 270' 19-0" 4T-212" 51'-0' :10IW: 1/8" = V-0 L Me Oe N ® o* PROJECT I OF BUILDING BELOW SLAB PLAN LEGEND KEYNOTES NO. NOTE 3.8 0" CONCRETE HOUSE KEEPING PPD; RE: POOL, MECIWNICAL 22A FLOOR GRAIN. RE: PLUMBING 228 KITCHEN SINK, RE: INTERIMS AND PLUMBING 227 VAN NY SINK RE: PLUMBING. INFERIORS 228 DRINKING FOUNTAINS. RE: PLUMBING 22.11 WATER CLOSETWNH FLUSH HANDLE ON SIDEADJACENTTOSINK RE: PLUMBING 22.12 BATH TUB, W X68' KO -LER RE: PLUMBING 22.13 WATER HEATER; RE; PLUMBING 22.18 SERVICE SINK: RE: PLUMBING 22.18 WATER BOTTLE FILLER RE: PLUMBING 2223 URINAL WALL HUNG; RE: PLUMBING f237R4 CO MITIGXnON SYSTEM EXHAUST RISER B VENT SLAB PLAN LEGEND III CML 71111, SPOT ELEVATION INDICATOR qF STAB STEP CONDITION III SLAB STEPPED SLOPE CONDITION 255M WALNUTSTREET DENVER, COLORADO WIM5 »ti...aw�nmm STAB SLOPE CONDITION SLAB SLOPE INDICATOR O FLOOR GRAIN - PT SLAB - NO SLOPE - PT SLAB. SLOPED (AS INDICATED ON PLAN) ® SLAB ON GRADE, SLOPED IAS INDICATED ON PLAN) O OPENING IN SLAB M AREA OF RECESSED SLAB RIDGE !X O s w� n� SLOPE AT I%MIN, SLOPE AT I%MIN, 2%MAX(U.N.O.) 2%MAX IU.N.O.) y01 o � � o rc rc DRAIN SHALL BE CENTERED IN AREA (LLN.O.) 2_ FO Xi A N� 1 n RIDGE TYPICAL GARAGE AREA DRAIN PLAN (CONDITIONS MAY VARY', REFER TO PLAN FOR MORE SPECIFIC INFORMATION.) SLAB PLAN GENERAL NOTES I. DRAIN ELEVATION NOTED AS T.O.D. 2. REFER TO PLUMBING FOR ADDITIONAL INFORMATION. 3. WARP SLAB AS NECESSARY TO PREVENT DRAINAGE OBSTRUCTION. 4, DRAWINGS ARE FOR GENERAL DESCRIPTION VERIFY WITH STRUCTURAL DRAWINGS FOR ALL DIMENSIONS. LOCATIONS. & REQUIREMENTS. 5. GENERAL CONTRACTOR SHALL PROVIDE FULLY DIMENSIONED PENETRATION DRAWINGS FOR REVIEW PRIOR TO COMMENCING SLAB LAYOUT AND CONSTRUCTION. ENLARGED ENIARGED AREA'A' AREA 131 ENLARGED ENLARGED ARE4'D' AREA'C' N KEY PLAN ® 4 PROJECT IN KEPHART community • planning • architacturs 255M WALNUTSTREET DENVER, COLORADO WIM5 »ti...aw�nmm Z W M M d O J M .jO F- LU w 0 F- Q Q W Q= U Cl)� V! 0 C/)O Ow =U _ w 0 > Wco ' ^ V co SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. De Iu tet9 to%O WAS) DJV Pmpa Designer DMB N 08.28.2020 kb Number 218094 Lawn By RB JT CT CIIxME By DMB line ENLARGED LEVEL 1 SLAB PLAN - AREA C Sheet Number A2=1.0C 1/AF C C f3 N - AREA Dw Z ® `® m PROJECT SLAB PLAN LEGEND KEYNOTES No. NOTE 22A FLOOR DRAIN. RE: RUMBING 228 KITCHEN SINK, RE: INTERIORS AND PLUMBING 237 VANITY SINK RE: PLUMBING, INTERIORS 22.10 SHOWER EASE. 3T X EP CURB SHOWER BASE AND FRAMED GLASS DOOR. TILE SURROUND RE. INTERIORS 22.11 WATER CLOSET WITH RUSH HANDLE ON SIDE ADMCENT TO SINK RE: PLUMBING 22.12 BATH TUB, 3T X SC' KOHLER RE: RUMBING 22.13 WATER HEATER; RE; PLUMBING 237 RADON MITIGATION SYSTEM EXHAUST RISER B VENT SLAB PLAN LEGEND OmCN SPOT ELEVATION INDICATOR qF SLAB STEP CONDITION All SLAB STEPPED SLOPE CONDITION p SLAB SLOPE CONDITION 255M WALNUT STREET DENVER, COLORADO MMS xww.bpM1eRmm SLAB SLOPE INDICATOR O FLOOR DRAIN - PT SLAB - NO SLOPE - PT SLAB. SLOPED (AS INDICATED ON PLAN) ® SLAB ON GRADE, SLOPED IAS INDICATED ON PLAN) W OPENING IN SLAB M AREA OF RECESSED SLAB SLOPE AT 1%MIN, 2% MM RIDGE ?6 Si 2__ MO X2 HA SLOPE AT 1%MIN, 2%MAX Iu N.C.; yUl ■ o_ p — DRAIN SHALL 255M WALNUT STREET DENVER, COLORADO MMS xww.bpM1eRmm BE CENTERED IN AREA (U.N.O.) RIDGE TYPICAL GARAGE AREA DRAIN PLAN (CONDITIONS MAY VARY', REFER TO PLAN FOR MORE SPECIFIC INFORMATION.) SLAB PLAN GENERAL NOTES 1. DRAIN ELEVATION NOTED AS T.O.D. 2. REFER TO PLUMBING FOR ADDITIONAL INFORMATION. 3. WARP SLAB AS NECESSARY TO PREVIEW DRAINAGE OBSTRUCTION. 4, DRAWINGS ARE FOR GENERAL DESCRIPTION; VERIFY WITH STRUCTURAL DRAWINGS FOR ALL DIMENSIONS. LOCATIONS. & REQUIREMENTS. 5. GENERAL CONTRACTOR SHALL PROVIDE FULLY DIMENSIONED PENETRATION DRAWINGS FOR REVIEW PRIOR TO COMMENCING SLAB LAYOUT AND CONSTRUCTION. ENLARGEDI ENIARGED ARE A'A' AREA '&' ENLARGEDENLARGE AREA'DI AREA'C' N KEY PLAN ® w,®Z PROJECT 111 ,, ■ KEPHART community • planning •architecture 255M WALNUT STREET DENVER, COLORADO MMS xww.bpM1eRmm U) Z W M -100 0 .jO Pw w �C) LCL( Q Q W Q= f/ ,/wu v, V! 0 C/)O O =U w _ w 0 > W �M� SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Date Issue 10,1619 too%CO NAM PENM UBMInK r r a, AD mre r DJV Pmgd Designer DMB N 08.28.2020 kb Number 218094 Demeem By RB JT CT IIxME By DMB The ENLARGED LEVEL 1 SLAB PLAN - AREA D Sheet Number A2=1 .0D Dw Fw l K- i m Nw Pw R S 2 TN N 2 M-1., AM11.1 A3.1.0 Q A0.1.2 Q A3-2.2 312'-U' III 7'-0" 26 0 26'4- 37'4- A. 0. M. -Y. 370 26'-U' 26'-0' TAE M -FIE 5 /6" I UNIT B3e.1 O UNIT AI.1 UNIT AI.1 O U;A521 2.1 O UNIT AI.1 UNITAI.1 O UNIT B2.1 O UNITA1.1 UNIT AI.1 AS 1T Ai As -11 As -1] wl-tb A52z wl ib As -1.1 A6n., w1-16 UNIT B3e.1 AS2.6 TYPE 18- TYPE IF B- TYPE'B{ TYPE'8 TYPE'B' TYPE 18- TYpE'B' A526 O TYPE'BTYPE'B' 23] WITH W146® ® ® ° ® ° a Mq F\ Ub W13 wI"1NNN NNN 5111 19) A0.1 z3] TRASH CC. z3] - 1m wI 1 9 b WIAa 0.1 WISc 1 Wldb c _ _ ww wlab STAIR a _ AS10 - _ W13b TYPE'B' - ( WIAa Ill TRASH COLLECTION wI5 (18n \ ELEV. 31 - '� ELEV. 2130 _ �-� WI -5c Wil wwb wF3 1 17s - - 01 -01 - �175T - _ - - 23] Min WE -2 TYPE'B' - ,jo' WIlb1 237 W-0, II.3 OPEN a /TO SKY A5-10 r, ma TYPE'B' TRASH TERM (1%n - - - - -� 22.3 - - WI -9c WI -9 WI -11) w.CO wL9 129 m �� \ (15s) - e 15s TYPE q - wI-9ai'STAR 131 wl�a �� TWE'6' �A e 4 WI3 WI b - Wlaa _ .. �F . (13s) - -< - �13s) 14n" ------- �� Ww IREIWATER At 3a �i J G3 A3-2.1 b m 126 WIRe WE -2 L.. BUI DI 1 GARAGE RE: 1/A7-1.1 ...I I WI -z6 - UN I- Me o e/ IT B� "_- 2 _ TIY - o WEN iNLV A52G- TO SKY W3 TYPE'B' F AO -10 m \ MECH. es I k'-, I ' M ❑ al INE OF 1 / A2 -1.3A 125 - BLDG.ABOVE -@ A] -s.0 Will, wig u 1 / A2 -1.3B WIlb (1�2. _- -- ---�__ ------.'nth_____ __-----_1J m -_ 12n) FUTURE SOLAR 1 , 1 III o 1/A2 -1.3D § U zz9 1 A6d.4----- - - - -- A5-145 As -0.6 Asa] I II wl.m III = 1/A2 -1.3C DIX (I F1wI.B -_-_ wIe-_-_-_-_-_-_- a n 1--------- _ OD o INS UNIT82e.1 CORRIDOR - �IELEVA wl3a i 191 s2 i UNIT A751-21 1� wI-Ba LIBRARY STGIMDF. MENS PS3.41 WI -26122 I 13.1 WI Be I TYPE'B' 9 --TYPE'B� - I I I - o MAIL 112 113 I 114 I �_ I 105 PKG. w3a X, I - - 'SPIN STUDIO i -', 8n I 1W I :III :. 23.7 UNIT B7 Wwa A8 22 I 7S - Ins - �S ''. AS2.1 237 TYPE a' S'2 I LOBBY " SUN ROOM I,I I WORK CONI. MGROFF 101 1z, LOUNGE BAR OMENS NNNNNI AS 2A UNIT B2e.1 0 I 105 104 1031 146 I 116 120 IE 11 I X118 6 FITNESS I ® HETI, CIVIL FF ].00=100'-0' A3-2.1 3 G' UNIT A2.1 WIlb._. _.? ._ _._ I o I Ia3 i -TYPE B- - - I OFFICE VEST „ - F I - 2 4 wbtb __ h 102 100 LL 4 A623 0- 3 _ UNITA2.1 U �._.i�._ -' S9 _ _._ A4-1.0 A5-12 6•-0^ 26'-IY F 26'-0' 26'-' 5.17 23] TYPE 0 26'-0' 26'-0" '26'-0" 5'-0' UNITA7.1 - 101 ' N I -- - -- - A O AS YOG TYPES' 12'-0" I I ® UNIT 12e.1 - - gZ AS24 IT WI -1b 23. WI -0a WI -0 13.1 TYPE'B' § 3S I I I I POOL EQUIP. STGWIEH O O N 59 q -231 WI -0b W14 131 WI -ID NNN I INN` UNIT 63e.1 STAR; UNIT B3.1 617 W1 -0b - m AS -26 1i= A525 IF TYPE IF K= TYPE'8 WIlbUP - 2l3 I H I Q STAIR 1 wI3 WI 3b WI-mUNIT B3e.1 UNIT B3e.1 O m AS2.61 e AS -26 TYPE' i TYPE'B' WI3 WI-3 r W N p Wb O W146 �/ I _ ._ A31.0 901 13V-0" 92-011 30'-0" T-0" 10'-0' 21`-0" 12'-0' 10'-0' 28'-0' 1 26'0' 1 28'-0' 26P 26P 27'0" 100 ]'0' 3x'0" 312-0- P41.1 A41.1 A4-1.2 A3-2.1 A4-1. A B Ce He �J1 a K L Me Oe Qe R S N 'ERALL LEVEL 1 COMPOSITE PLAN ®�®Z D., PROJECT 3 MELD KEYNOTES NO. WALL TYPE SCHEDULE MARK HIRE RATING DESCRIPTION W -01e 2 -HR SHAFT ENCLOSURE- B' CONCRETE. RE: STRUCT W-016 2 -HR SHAFT ENCLOSURE- 13" CONCRETE. RE: STRUCT W-02 2 -HR to -CONCRETE FIRE WALL, RE: STRUCT III NR T CONCRETE WALL, RE. STRUCT WUW NR 12-CONCRETEWALL RE: STRUCT W -0C NR 6" CMU WALL WAS AHR FIRE BARRIER AN CMU WPIC WE -la PHR EXTERIOR WALL -2x0 WE -Ib PHR EXTERIORWALL-M WE -lc 1 -HR EXTERIORWALL-2IS WE -2 1 -HR EXTERIOR WALL- D8 W] DWS ON BOTH SIDES WE3a 1 -HR EXTERIORWALL-(2)2M WE3b 1 -HR EXTERIOR WALL DISARMING - 2 W WE3c I FIAR EXTERIOR WALL DEMISING -22X8 WE -0 NR PARAPET -26 WE5 FIAR EXTERIOR S SMOKE BARRIER -23 WE -5a FIAR GENERIC WALL WI -He FIAR UNIT DEMISING FIRE PARTITION -22[0 WI -ID 1 -HR UNIT DEMISING, FIRE PARTITION -(22118 WI-Za 1l -HR CORRIDOR. FIRE PARTITION -2W WI -20 1l -HR CORRIDOR. FIRE PARTRION-2a8 WITH RC WI3 2 -HR EXIT ENCLOSURE.FIREBARRIER - SHAFTLINER S WD FRAMING WI3s 2 -HR EXIT ENCLOSURE.FIREBARRIER - SHAFTLINER S WD FRAMING WI -36 2 -HR EXIT ENCLOSURE,FIREBARRIER - SHAFTUNER S WD FRAMING WI -0 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERSWDFRAMING WIAa 2 H EXITENCLOSURE FIREBARRIER-SHAFTLINERBWDFRAMING WIAb 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWDFRAMING WI5a 2 -HR SHAFT ENCLOSURE,FIREBARRIER-SHAFRINER W'LWD FRAMING ON ONE SIDE WIC 2 -HR SHAFTENCLWUREFIREBARRIER-SHAFTLINERWaWD FRAMING ON ME SIDE WIS: 2 -HR SHAFT ENCLOSURE.FIREBARRIER- SHAFTLINER B WD FRAMING ON EACH SIDE WHO 2 -HR SHAFT ENCLOSURE. IF PRECAST WI -T 2 -HR SHAFT ENCLOSURE. 2X WD STUD S GWO ON EACH SIDE WHO 2 -HR FIREWALL 8-PRECASTCONCRETE WI39 1 H EXFERIORWALL-AS WI -0 2 H FIREWALL- SHAFTUNER(ONLY) WI -Se 2 H FIREWALL -(2)A WOWALLONLY) Wlm 2 H SHAFT ENCLOSURE -B" CONCRETE.RE:STRUCT W 1 NR 8"PRECAST WIIla1 A OCCUPANCY SEPARATION, FIREBARRIER-2x0 WNib 1 -HR OCCUPANCY SEPARATION, FIRE RARRIER-2x6 WI -11c 1 -HR OLCUPANCV SEPARATION,FIREBARRIER-2a8 W1 -12a PHR OCCUPANCY SEPARATION, FIRE BARRIER -(2)'D£WALLS W1 GWB WI -121H PHR OCCUPANCY SEPARATION, FIRE BARRIER -(2)WS WALLS W1 GWB WI -13e 1 -HR INT, BEARING WALL -28 WI -136 1 -HR INT, BEARING WALL -28 WI -14a NR INTERIORWALL-2X0 W41A6 NR INTERIORWALL-W WI -10c W415a 112HR 0- FIRE BARRIER -2x0 FIRE TER 2AB WI -156 11R -HR FIRE BARRIER -&6 WLi6a 1 -HR INTERIOR BEARING WALL -(2)A WLi66 1 -HR INTERIOR BEARING WALL -(2)2 28 W 1 -HR BEAFUNG L-(2)228 INTERSMOK WI -1] 1-17 1 -HR SMOKE 84RRIER-2%0 BARRIER-:ZX4R KEYNOTES NO. NOTE 52 STEEL TUBE COLUMN, RE: STRUCTURE 58 METAL POOL COATED 5.17 GATE -POWDER AMETAL CCESS CONTROL WITH LV. COATED. EXIT ONLY. COORDINATE ACCESS CONTROL WITH LV. 85 O�RHBRONZE, BODYWDE.LING MOTOR TO BE BRONZE, 8'X2P WIDE. MOTOR HOUSING TO BE MWNTEDTO WALL HOUSING AL TO DOOR. PIKE 10.16 EXTE FIREEXTENGUIHOSE CABINET 13.1 STANDPIPE HALL BE CER FIRE SPON RINKLER DIFFEREDING. EMU SUBMITTA LOCATION SHALL BE PER FIRE BFRR OR A DIFFERED SUBMITTAL AND SHALL RESUBMITTED TO FD FOR PRIOR APPROVAL. 22.3 PIN.RE:PLUMBING 23] RADON RADON MITIGATION SYSTEM EXHAUST RISER S VENT 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO WoN U) Fennel Z W "' d O -1 00 Finsom 0 P W wwc G C) WA� T. / Lu WQI /u V! F- W OO =U w _ w 0 > W = C7 Co MONOSSON E� �0F C040 U N 037 4 �SFD ARC`F. 03.25.2021 No. Date Issue 10.18.19 199%CO NAM Ra 08MInK `1 a, n O mH DJV Pmgd Oeeigner DMB Date 08.28.2020 kb Number 218094 Drawn By RB JT CT CIIxME By DMB Tore OVERALL LEVEL 1 COMPOSITE PLAN Sheat Number A2=1 Ill (15s�-- (13s�-- - - AREA 'A' AREA'D' 10�- All B� L Nw, Pwi R I� S� - LEI U.1 I I I I a l m a l a RCPLEGEND 1 GYP. BO ON MR FRAMING 25M WALNUT STREET DENVER, COLORADO ISMS U) FeeeeeZ 2 RATED GYP. BD CEILING, RE: ASSEMBLIES AM SERIES 5\/ d00 3 GYP. BO ON MR FRAMING WI VINYL COVER PER INTERIORS A ®TOUNGE B GROOVE WOOD CEILING PER INTERIOR AND EXTERIOR TBG WOOD SOFFIT AT PORTE-COCHERE � LL W 5 FAUX WOOD BEAM Q Q 6 SOFFIT BOARD /wu 11- DECORATIVE LINEAR PENDANT. RE: INTERIOR& ELEC V O O o DECORATIVE PENDANT, RE: INTERIOR & EIEC g DECORATIVE WALL SCONCE, RE: INTERIOR & EIEC 0 DOWN LIGHT, RE: INTERIOR& ELEC RETURN DIFFUSER, RE: MECH ® SUPPLY DIFFUSER, RE: MECH O 22"x30", INTERIOR CLEAR, ATTIC ACCESS PANEL. VERIFY SOF CO4O LOCATION WITH OWNER PRIOR TO INSTALLATION C o AREA'B' �1 ----- -�12n) a AREA'C' a -- 10 - - 8n a Q a I I I I I I A B Ce Ee;I C /) 1r J I �L N REFLECTED CEILING PLAN ®m®Z PROJECT I I I I I I I I I Me Oe Qe R S KEYNOTES N0. NOTE 288 IDECORATIVE LIGHT FIXTURE, RE; INTERIORS, ELECTRICAL KEPHART communa Tannin earchiLecture 25M WALNUT STREET DENVER, COLORADO ISMS U) FeeeeeZ MLU 5\/ d00 O -O � LL W p Q Q LUQ T. /wu 11- O V OI1l1 =U W _ w 0 V � I..L SOF CO4O J N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,1e.19 tW%CO NAM PERM uBMRT& r e RD mre r Dl Pmgd Designer DMB m 08.28.2020 Jbb Number 218094 Down By RS JT CT CIIxME By DMB Me OVERALL LEVEL I REFLECTED CEILING PLAN SAeN Number A2=1 I ^o, x cB a 0 U 111 �� ■ KEPHART community • planning • architecture 25M WALNUT STREET DENv R, CCLDRADD 80205 .....,.mq�nmm U) FEMM Z W M -100 C) .jO F -w w p F� Q QQ W Q= LU U) w� MF 0 - C/)O Ow =U W 2 0> V � N� L.L SOF CO4O U N 037 4 n� �SFD ARC`F. .25.2021 Naue %CO NM UBMITTK Le 0DJV DMB Came 08.28.2020 Job Number 218094 Dawn By RB JT CT Ended By DMB rme ENLARGED LEVEL PLAN - AREA A er 2=1 e3A LA ^o, x cB a 0 U (16 T" (14 T 12 7 v JL; -1 - t ) Kliiz N A* Z m PROJECT 8n) 6n) 4n) 2n) GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -0D -AT -72 FOR ALL BALCONY CONDITIONS ELEVATION 100'-0- EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 FIRE EXTENGUISHER CABINET GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO(NORTHS UTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY MIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIMS (n, a, a, w) STANDPIPE W/ HSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 237 RADON MITIGATION SYSTEM EXHAUST RISER A VENT FEMM WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -0m 2 -HR SHAFT ENCLOSURE- 8' CONCRETE, RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE- 17 CONCRETE, RE: STRUCT W-02 2 -HR 1U" CONCRETE FIRE WALL, RE: STRUCT WQG NR 6" CONCRETEWALL, RE: STRUCT WQb NR 12" CONCRETE WALL, RE: STRUCT ARM NR 6 CMU WALL W45 2 -HR FIRE BARRIER W CMU WA -L WE -la 1 -HR EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-28 WE -1c 1 -HR EXTERIORWALL-M WE -2 1 -HR EXTERIOR WALL -WW/ GWB ON BOTH SIDES WE 3a 1 -HR EXTERIORWAU--2)2x4 WE3b 1 -HR EXTERIOR WALL DEMISING -2)29 WIE3c 1 -HR EXTERIORWAILDEMISING (2)2x8 WE -0 NR PARAPET -M WE -6 1 -HR EXTERIOR B SMOKE BARRIER24 WESe 1 H GENERIC WALL WIla1 H UNIT DEMISING, FIRE PARTITION -(2)2x4 WIlb1 H UNIT DEMISING, FIRE PARTITION -(2)2x5 WI2a 112 HR CORRIDOR, FIRE PARTITION2X4 WI-2b 112 -HR CORRIDOR,FIREPARTITION-2AWITHRC Wld 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING W[Sa 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SH4FTUNER W 2e WD FRAMING ON ONE SIDE WISb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SH4FTUNER W 2e WD FRAMING ON ONE SIDE WI -So 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERA WD FRAMING ON EACH SIDE W16 YHR SHAFT ENCLOSURE. 8- PRECAST WID 2 -HR ISHAFT ENCLOSURE, 2x WD STUD B GWS ON EACH SIDE WI8 2 -HR FIREWALL-8-PRE-CASTCONCRETE WIAa 1 -HR EXTERIORWALL-2x6 WIA 2 -HR FIREWALL-SHAFTLINER (ONLY) WI -2a 2 -HR FIREWALL(2)2xMD WALL ONLY) Wl4mc 2 -HR SHAFT ENCLOSURE 8' CONCRETE, RE: STRUCT WI -10 NR 6"PRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x4 WI -11b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -11c 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2a WI -12a 1 -HR OCCUPANCY SEPARATIOQ FIRE BARRIER -(2)M WALLS W/ GWB WN2b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WN3a 1 -HR INT. BFARINGWPLL-28 WN3b 1 -HR INT. BFARINGWPLL-2x8 WI -14a NR INTERIORWALL-2X4 WFAb NR INTERIOR WALL - WI -140 NR INTERIORWALL-M WHIRS 11R -HR FIRE BARRIER -2x4 WI -15o 11R -HR FIRE BARRIER -M WF16a 1 -HR INTERIOR BEARING WALL- 2x4 WFiW 1 -HR INTERIOR BEARING WALL- 28 WI -16c 1 -HR INTERIOR BEARING WALL- 2:0 WI -17 1 -HR SMOKE HARRIER -2X4 KEYNOTES NO. NOTE 10.16 FIRE EXTENGUISHER CABINET 131 STANDPIPE W/ HSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 237 RADON MITIGATION SYSTEM EXHAUST RISER A VENT ENLARGEDI ENLARGED AREA'A' AREA'S' ENLARGED AREA'D' AREA'C' KEY PLAN ® 4 PROJECT 111 �� ■ KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) FEMM Z W M 5\/ / LL O 00 .jO W w C) LL Q W Q= U) /Wu V! 0 F - C/) 0 =U O W _ W 0 > V EDF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. DateL�T�UBM�k mt6.t8 4828.20 g r DJV Pmgd Designer eeeeee DMB Daw 08.28.2020 Job Number 218094 mAW By RS JT CT CIIxME By DMB Tide ENLARGED LEVEL 1 PLAN - AREA B tNumE StreeStreet r QIILQIIe t Qe ® QIIS AB -].0 P5-0.5 P5-0.8 A54.] A62.3 I I I t56'-9• - 64' o.Ohl A 1 / A2 -1.3B WI -ib 131 _ _ 2 � 0 ® 9 I I 1 , WI -16 a'a PARKING GRAGE RE:1 /Al -1.1 J -- --------------- -----------------------------1------L - ------------------- --- 10 - �- - � WLBa WD2 WE -2 - -� 0 p VATS Do c,7 I MENS 9a j A2 BALC • C ELEV.1 I WORKING I I L» UNIT A2.1 a wq a AS -1.2 I� I I Ia INA LIBRAR STGIMDF ]" rH I f I WI4b q LI _ I cw ( cx I O G o b 8n : ----- GGRR-SPINSTUDIO 19 231El 111-14 .. J is is w m I I UVING ROOM IBI;4i I - 'q • ' I N• :: 146 118 ' N I-01 I 11eb wTzb r; 6 ® ® I ', }� • �) ii BAR TT s FITNESS "" �� j UNIT B2e.1 " j I • LOUNGE _ - A5 -2a SUM • j WOMEN$ s-0• SX, j TYPE PB a `� �I I j 3'412" 1o^'T- 828ALC-H xu • 120•• 1 I N f .: m m I I: � I A- I 19 2.1 3 A f d mf SFlN PATO E' - -SFiM j I SF1L -t'a a.6" a'. � "• s I w - 8 P T_ 0'-0 3'4 _ U j 4 1 _ 6 y I z-10 v2'p ¢ Y 52•E 12' ? I m,D•n012 G -- -1 z, 5 -T E_, /\ II SF1P SF10 ---®-•-•�• �•-• 2 1 26-111n• I ° zs-j e -� - U -. lelm __ I____ __ • • f , •� POOL23 I m I I 123 Y 9 p6-1.13 q I W 2 2-13 Ll F T 3.5• •5„ m .�. �. �. �. �.---�i}p> .� 5 V YOGAIT �( R _ _ na1.1s A6 -v4 m SLI I B2 BALC - H N I PDOL DECK, RE: CIVIL a N �F�� I O Q �'.Y I1F_y` UNIT B2e.1 C R M24 f` Ill la1 TVPE'B' 1 POOL EQUIP. ST n As4.a I I °t I 1.11 � I __ m ' -- M 2n m � L -_'STG- m � - I++ � E' 1n - - - - fi ow146 wl4 1 n - g o f o�g E wI>b H S ❑ I v.1 Ll m ' v m WI4b wl3b I STAIR I__ �' -- a UNIT B3e.1 __ ____ § UNIT B3e.1 a A5-26 --* A52.6 TYPE B' I a -a TYPE'B' B3 BALC-C I' I IVbJ{r B3 BALC - G m WIS D"o WI -11, lb _ w1 -3b L4 o D D A O ro 4 K 4 G A I E1 O E1 J 6-0• 15' -IT 4'40' 4'-312" 5-012' 5'-012' 4'312' 4'-11I 10'S• 6'40• L u' 2+'-+0' 9-++n' z'-0' +0'-+' z'-0' 9-++n' 21'-+0" D 26.-0. 26.-0. 1z-0, 16•x^2T.-0. 10'4' T.-0. �.-0. ^1 92 -IE 4J 158..0. AB t0 Oe 2 Qe N ENLA 1/8" = 1'-0" ME ti c Z m PROJECT GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALLBE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS AT -TD -A]-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'-0' EQUALS CIVIL FF 541700' RE: CIVIL DRAWINGS NOTE 5.9 METAL POOL FENCE-FOWDER COATED GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTHSOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY MIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIMS (n• e, a, w) FIRE EXTENGUISHER CABINET 19.39 FIRE PEACE, WITH IN-LINE POWER VENT. STELLAR HEARTH PRODUCTS, ST -3431• 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 231 WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W41a 2 -HR SHAFT ENCLOSURE- 8' CONCRETE, RE: STRUCT WU1b 2 -HR SHAFT ENCLOSURE- 13" CONCRETE, RE: STRUCT W-02 2 -HR 10- CONCRETE FIRE WALL, RE: STRUCT WQG NR 6" CONCRETEWALL, RE: STRUCT WQb NR 12" CONCRETE WALL, RE: STRUCT W-01 NR 6 CMU WALL W45 2 -HR FIRE BARRIER W CMU WILLL WE -la 1 -HR EXTERIORWALL-21W WE -ib 1 -HR EXTERIORWALL-21B WE -1c 1 -HR EXTERIORWALL-M WE2 1 -HR EXTERIOR WALL -WW/ GWB ON BOTH SIDES WE3a 1-1111 EXTEmORWN__-2)2N WE3b 1-1111 EXTERIOR WALL DEMISING -2)29 WE -3F 1-1111 EXTERIORWAIIDEMISING (2)2x8 WE -0 NR PARAPET -M WES 1 -HR EXTERIOR 85MO(E BARRIER24 WE5e 1 H GENERIC WALL WIla1 H UNIT DEMISING, FIRE PARTITION -(2)2x4 WIlb1 H UNIT DEMISING, FIRE PARTITION -12)2x5 WI -2e 1/2 -HR CORRIDOR,FIREPPRTITION-2xa WI -2b 112 -HR CORRIDOR FIRE PARTITION-dfi WITH RC WId 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTNERBWDFRAMING WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUHNERBWOFRAMING Wb I3 2 -HR RI EXIT ENCLOSURE, FIRE BARRIER- SHAFNERBWOFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERBWD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WISa 2 -HR EXIT RIER W NG WI.Y 2 -HR RIE - SHAFINERS Nie WD SHAFT ENCLOSURE,FIRE BARRIER-SH4FTLINERW Nie WD TENCL SURE, FIRE FRAMING ON ONE SIDE WISb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SH4FTLINERW Nie WD FRAMING ON ONE SIDE Wlbc 2 -HR SHAFT ON EACH FIRE FARRIER -SHAFTLINER8 W0 FRAMING ON EACH SIDE WIS 2 -HR SHAFT ENCLOSURE, B' PRECAST WI -0 2 -HR SHAFTENCLOSURE,2x STUD ON EACH SIDE W143IAk 2 -HR 8-SURE TWD CONCRBGWB FIREWALL-S'PRE-CASs CONCRETE W 1 -HR EXTERIOR WALL-2rt ILA WI9 2 -HR FIREWALL -SHAFT (ONLY) WI -Es 2 -HR FIRESHAFT ALL OW WI 2N R E 8' CONCRETE, ENCLOSURE SHAFT ENCL0.5URE-8"CONCRETE, RE: STRUCT -10 WI -ID NR PRECAST WI -11a 1 -HR O OCCUPANCY SEPARATION FIRE BARRIER -2W WNib 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -1 1 -HR OCCUPANCY SEPARATION FIRE BARRIER -2x6 W2a WI -12a 1 -HR OCCUPANCY BEPARAl1ON, FIRE BARRIER -(2)2v6 WPLL5 W/ GW6 WF46 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)228 WALLS W/ GWB WI -13a 1 -HR INT. BFARINGWPLL-28 WN36 1N -HR INT 8 WLAa NR ERIORINGW-NZ,A INTERIORWALL-2Xa WFAb NR INTERIORWALL-2r6 WI-140 INTERIOR v9 HSBe WN5o lo -HR LER- FIRE BARRIER -2K WL15b 1lo 11n -HR FIRE BARRIER -2v8 WLi6a 1 -HR INTERIOR BEARINGWALL- 2x4 WLiW 1 -HR INTERIORBEARING WALL -22S 12111a 1 -HR INTERIOR BEARINGWALL- ZO WI -1] 1 -HR SMO(E HARRIER -2X4 KEYNOTES No. NOTE 5.9 METAL POOL FENCE-FOWDER COATED 19.18 FIRE EXTENGUISHER CABINET 19.39 FIRE PEACE, WITH IN-LINE POWER VENT. STELLAR HEARTH PRODUCTS, ST -3431• 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 231 RADON MITIGATION SYSTEM EXHAUST RISER B VENT ENLARGEDI ENIARGED A' AREA'AREA 131 ENIARGED'�I�'ENLARGED L EA ID,ALANRGE I AREA'C' KEY PLAN (t A+ PROJECT 111 ,, ■ KEPHART community • planning •architecture 35M WAWUTSTREET DENVER, COLORADO mms w.., aPlwnwm FEMM Z W MM M d 00 J 00 j O Z LLjE� LL C) Q W Q= Uw� � C ! C/) OOw =U _ w 0> W LL co o Sco OF CO4O U N 037 4 n� SFOAfk `" 03.25.2021 No. Date Now 10,18.19 tooA DO NAM PERM uBMInK r r Ilk e PD mg DJV Pmgd Designer DMB N 08.28.2020 Bob Number 218094 mem By RB JT CT CIIxME By DMB The ENLARGED LEVEL 1 PLAN - AREA C Sheet Number A2=1w3C NON Ce Ee �:'He� � K 1 1 1 A5-04 AS -0.5 A63.1 156'-0' 3a'D" Tb 12' 1ta'b V2' 1 / A2 -1.3A E3 —i11s m --- ee 'AM lsien --------- •....._... a a wwb g 0 ry WE.2 1 PARKING GRAGE RE:1 1 Ai -1.1 e q WI2b N 120 / --_-- — -----------------�- E-1 �I -_-_ — — — 82 SAW -B — — — — --T2 -- i — 1 at wlaaRR 5 g I' 131 13.1 b 2 a UNIT B2B.1 wHza wl-zb $ I _ I ELI I , ne-70 Asz.4 9 I-------- _ c I ?_� - wIBREAKNJORK ROOM ELEV. LOBBY -F — — TYPE — •e•— .- a o w126 ry wLto ❑ I------_ rc� M ®-_-_® -- _-_ ❑ I < o PKG. 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OFF E-1 ART STUDIO 12 O 10 101 I SPF — SF1E — - SFiD — SFiC -1 O i OFFICE VEST $y.'.' _ TI 6'L" 4'-9' ]'-9' S'-19' 6'-0' 4'4 B'-0• ' T-19' E-1 T aa'S 4 SE1B ____SF1A ____ A 1/YTO G`DLINE _ __E 005 I - TO' TO GRIDLINE - BVy 4'-0' T-0' a E-1 I X 312- AiBALC-B 4 t2"TO IS BALC 25-11112 UNITAI I 1n -To cwouN MAT Q ' w TYPE ' o 2 WI -ib WI -26 ry w aoog®® ry N - - - -�- - - - --03s ❑r O Y m ws � 5 E-1 -- UNIT B3.1 < m w§ A525 TPE'O' B3 BALC - 6 O' 6 — wF D — 4 K G D E K I I I I I I 0 „rz- ,v -,o" aw- 2T-0• 21 26w• ze•-e- U ,se• -0• 1'? Ee! He J K N D 4z PROJECT GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF SNDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALLBE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -7.0-A]-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'-0' EQUALS CIVIL FF 6417.00' RE: CIVIL DRAWINGS NOTE 5.6 METAL RAILINGVOWOER COATED GRID IDENTIFICATION-ALPHM3ETIOAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO(NORTHS UTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY MIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES m e, a, w) UNI -DIRECTIONAL GATE AND SIGNAGE PER IBC 102311 10.16 FIRE EXTENGUISHER CABINET 10.30 FIRE PLACE ,WITH IN-LINE POWER VENT. STELLAR HEARTH PRODUCTS, ST-3GC 131 WALL TYPE SCHEDULE MARK FlRE RATING DESCRIPTION W -01a CHR SHAFT ENCLOSURE- 8• CONCRETE, RE: STRUCT WL1b 2 -HR SHAFT ENCLOSURE- 17 CONCRETE, RE: STRUCT W-02 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WI NR 6" CONCRETEWALL, RE: STRUCT WI NR 12" CONCRETE WALL, RE: STRUCT W4X NR 6 CMU WALL W45 2 -HR FIRE BARRIER W CMU WILLL WE -la 1 -HR EXTERIORWALL-2W WEHIo 1 -HR EXTERIORWALL-28 WEPc 1 -HR EXTERIORWALL-M WE -2 1 -HR EXTERIOR WALL -WW/ GWS ON BOTH SIDES WE3a 1 -HR EMERIOR WPll-2)2N W LL Mr lM/ 1HE EXTERIORWPIIDEMISING 12)29 NR PARAPET -2v&1 -HR EXTERICWALL OKE BARRIER -29 1 -HR WALL GNITPIN 037 4 nF �SFD ARC`F. 1 -HR DE UNIT DEMISING, FIRE PARTTION-(2)2xa l 1 -HR a NIRUEMIS NG FIREPAION 0628.20 PERM UB 1/2 -HR 2X4(2)2a5 CORROOFI FIREPPRTITION-2xa2-HR 1. OMIT 2 -HR ENCLOSREPFIRE BON-dfiWITHRC EXIT ENCLOSURE, FIRE BPRRIER- SHAFTLINERBWDFRAMING 9 OR EXITENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING CHR EXITENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING mg r CHR 2 -HR E%ITENCLOSURE, FIRE BARRIER- SHAFRINERSWOFRAMING DMB 2 -HR EXIT ENCLOSURE, FIRE BARRIER- S1 AVJ7UNERSWD FRAMING WI4b 2 -HR EXIT URE, FIREFIREBARRIERBRIE SHAFRINERS W NG WI.Y 2 -HR Ibe LAID SHAFTENCLONESIDIRE BARRIER-SH4FTLINERW hWO SHAT ENCL ON EIDE FHAFTENCLOSURE, WISb 2 -HR SU SHAFT ENOL ME SI FIRE BARRIER -SH4FTLINER W h WO FHAFT'E ON EIDE Wlbc 2 -HR SU FRAMING ON EACH FIRE BARRIER-SHAFTLINER8LA0 FRAMING ON EACH SIDE WI -7 SHAFT ENCLOSURE, B' PRECAST WI -7 CHR SHAFTENCLOSURE,2x WO STUD ON EACH SIDE WI8 B CHR 2 -HR 8-SURE TCONCRBGWB FIREWALL -S•PRECASi CONCRETE W HR EX TERIOR WALL -2x6 WI9 ILA 2 -HR C FIREWALL-SHAFRILY) WI 2-HR ME) WALLONLY) W,[G 2 -HR SHAFT ENCLOSURE -8'CONCRETE, RE: STRUCT WI -10 NR PRECAST WI -11a 1 -HR O OCCUPANCY SEPARATION, FIRE BARRIER -2x4 WNib 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -11c 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -29 WI -12a 1 -HR OCCUPANCY SEPARAl1ON, FIRE BARRIER -(2)2v6 WALLS W/ GWU WF46 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -1212x8 WPLL5 W/ GIVE WI -13a 1 -HR INT. BEARINGWALL-28 WI -136 1 -HR INTRINGWALL-2x8 WI -14a NR INTERIOERIORWALL-2Xa WLAb NR INTERIORWALL-M WI -140 INTFIRERIOR v9 WN5a o- 11R -HR FIRE BARRIER -2K AER- 11151111R-HRFIRE BARRIER - Sea WHjEh 1 -HR INTEKIORBEARINGWALL- 2W WHiW I 1 -HR INTEKIORBEARINGWALL- 28 WI -16c I 1 -HR INTERIORBEARINGWALL- 2xB WI -17 I 1 -HR SMOKEBARRIER-2X4 KEYNOTES No. NOTE 5.6 METAL RAILINGVOWOER COATED 5.16 UNI -DIRECTIONAL GATE AND SIGNAGE PER IBC 102311 10.16 FIRE EXTENGUISHER CABINET 10.30 FIRE PLACE ,WITH IN-LINE POWER VENT. STELLAR HEARTH PRODUCTS, ST-3GC 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 23] RADON MITIGATION SYSTEM EXHAUST RISER B VENT ENLARGED ENIARGED AREA IN AREA 131 ENLARGED ENLARGED AREA'D' AREA'C' KEY PLAN (t A+ PROJECT 111 �� ■ PeH Anning community a rRTre 25M WALNUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm FEMM Z W MM M d O G J 00 .jO Z C C) LL Q W Q= U � /w� V ! C/) OOw =U _ w 0 > W LL Mr lM/ V SOF CO4O U N 037 4 nF �SFD ARC`F. 03.25.2021 No. Date Issue 10,16.19 1W%CO 0628.20 PERM UB Y r 7 1. 9 OR n 0 mg r DJV Pmgd Designer DMB N 08.28.2020 Job Number 218094 Demen By RB JT CT CIIxME By DMB Tide ENLARGED LEVEL 1 PLAN - AREA D Sheet Number A2=1 e3D A B t tFw (\ J /I g K T(122 N Pw N 2 A3-10 ry 1 (y A3-1.0 Q M-1.2 Q31 -0" 34'-U" T-0' 28Y1 28'-D' 3T{l 28'{l 28'-0' 3T-0' 28'O 28'{l ]'-0' 34'n" I 1 I � UNIT AI UNITAi � UNIT 32 � UNIT AI UNIT AI � UNIT B2 � — UNIT Al UNIT AI UNIT 33 UNIT Bae As -1.+ As -11 A522 wl-+b AS 1.1 As -+.1 wl-1b As -2z wl-1b 711 ASH— wI-+6 AS26 AS 2,6 IYPE'B' NPE'BTYPE'S' TYPE'B' TYPE'S' TYPE'S' TYPE Sir TYPES' TYPE'B' - �`I ~ . II � .. I •„ 11 III I I N"N I I 1®1I _ I G 'a I _ 1` , 1 ■ 1 N N LI ■,—r �I 11 �—■ �1' M M ,�—r E 11 �—■ M N �,—r L�- I.r�� ��I�� �� �r ■� ! q �� � �� [7 NSI n �r ■� : q ! j (_ _ � s' �r�-��� iFWE -�1�` qp -I-SII •I I • IIT iI, ���I-_gi��gi_-I�gCtl _.qi�S h�� ■�. _qi�°�qi_ ��•�Isaqi_._-1_�D���i-".—_i_��q_i_—�_- ■filli�au _� �qI IIIi I r d - �l I —III, �I�11■ �IOPEN I-�16n �_w MCI IMAN u�llll . 1111--_--I � I■ _ al _ �..�. I Me • e �aI E4 ■���R�1�.f 111,,1 OPEN ® °iEL�J -�T Jr 1 A2-2.3 III � fah) OWE 2 • I ■!I lil I T 1 I el 7 - � ■ — - �� �� � ��a= m '- G�lsaa�ea I■ q I�.i��>- � ISI ill � II -I� i� I �=��itsl n - ._._..— - 1— i i. a -- 1 ►ZIi I���II�I�' �� � I= 3 I_51■111�1�1 E o , . �- _ ._a. , .:® ® I_5��1 �■I��'�I. � _�� ;■ISI .L-- Rs �I� II`��0"�II� III q ■ n"�`u Ir IIA I II � I, III ■�,■II■I�qi'� L- -J■!� �! L � � �_ _ I ._.� .SII �,`�� � - _ � ISI • ��I _ .. ___._.--- _ � � A_ll • r all Imo- tta�a �� �I �=—_��`� © hIIIINI■�II��I�� 1..-) II ® �._'.•' 111 .,, - a - L—i --Tu r�p 1�� 3... �■��I ��I n �qI. �� -- .'' , � `. UNIT 32e 2 A524- TYPE'S' be Q InQ B o 1 / A2-2.313 M -- ( 12n) c / W1lb be 1/A2 -2.3C 10 NITA2 m6 S1 2 S 146 q IT 32e I? A524 RETS I-16 II 3 A4-va IS IT 32e A524 RE'B' m WI -1b 4 - UNIT 33 1 UNIT 33 N W11 3b 0 e e A529 - A5,26 TYPES' WI -3 WI -3 TYPE'S' wI m wI-m WI -3b A3 -1.o I Iy111 z Aaz.o > __ W'-0• I 130'-0• 92•-0' T-0' I0' -1E 2]'-0' 12'-0' WHY I 26N -V 28'{1 28'{1 28'-0' 26'41' 27L" 10'4l 7'4' RPL" -0 2 I I I I I I o I O I I I Alza I I I A B CE He J K �' L Me Oe Qe R S N OVERALL LEVEL 2 COMPOSITE PLAN ®m®Z 1 1116 = 1'-0" PROJECT GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -7D -A]-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'-0• EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.18 FIREEXTENGUIHOME CABINET GRID IDENTIFICATION-ALPH4BETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO(NORTHS UTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY MIST ON PARTICULAR SIM OF THE BUILDING, THIS DENOTES THOSE SIMS In, e, a, w) EXACT STANDPIPE W/ HOME CONNECTION AKLERINTMED DIFFERED LOCATION SHELL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHELL BE SUBMITTED TO FO FOR PRIORAPPROVAL.& 23] RADON MITIGATION SYSTEM EXHAUST RISERBVENENT ATI FEMM WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- 8' CONCRETE, RE: STRUCT W -011b 2 -HR SHAFT ENCLOSURE- 13" CONCRETE, RE: STRUCT W-02 bHR 10" CONCRETE FIRE WELL, RE: STRUCT WQG NR B" CONCREETE WQb NR 12 WALL, WPLL, RE: STRULT R:: STRUT WHIM NR 6CMU ALL WALL W-08 2 -HR FIRE WALL FIREBARRIER WE -la 1 -HR WAUL-2CMU EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-28 WE 1 -HR - EXTERIOR WALL2rB W - E2 1 -HR EXTERIOR WALL -229 W1 SAYS ON BOTH BIDES WE3a 1 -HR EXTERIOR WALL -2)2N WE3b 1 -HR EXTERIOR WALL DEMISING -2)29 WEA 1R EXTERIOR WPIL DEMISING (2)29 WE -0 N NR N� L.L WEL 1 -HR EXTERIOR OKE BARRIER24 WESe 1 H GENERICWALL WIla1 H UNIT DEMISING, FIRE PARTITION -(2)2x6 UNIT DEMISING, WITo1 H 2 (2) 65 UNIT DEMISING, FIRE PAON WI -2e 112 HR CORRIDOR, FIRE PPRTITION-2x6 2X4 WI -2b CORON ITHRC WId 2 -HR 2 -HR EXIT ENCLOSURE FIRE BARRIER SHAFIT EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFRINERBWD FRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WI4b 2 -HR EXIT RIER NG WI.Y 2 -HR TENCL SURE, FIRERIE-SHAFINERSW 2e WD FRAMING ONESIDIRE BARRIER-SH4FTLINERW 2e WD FRAMING ON ONE SIDE WISb 2 -HR FRAMING ON ME SIDE BARRIER -SH4FTLINERW 2e WD FRAMING ON ONESIDE Wlbc 2 -HR FRAMING ON EACH FIRE BARRIER-SHAFTLINER8 W0 FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE, B' PRECAST WI -7 2 -HR SHAFTENCLOSURE,2x WD STUD BGWBON EACH SIDE B 2 -HR 8-SUR-CATCONCR FIREWALL -81L Si CONCRETE W IAk 1 -HR -2x6 EXTERIOR WALL -2x6 WI9 ILS 2 -HR FIREWALL-SHR(ONLY) WIE 2-HR FIREWALL2x(WID ONLY) WI -(9c 2 -HR SHAFT ENCLOSURE -8'CONCRETE, RE: STRUCi WI -10 HIS PRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x4 WF116 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -11c 1 -HR OCCUPANCY SEPARATION FIRE BARRIER -29 WI -12a 1 -HR OCCUPANCY BEPARAl1ON, FIRE BARRIER -(2)2v8 WP -LS W/ GWU WF46 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WPLLS W/ GWB WI -13a 1 -HR INT. BEARINGWELL-28 WF136 1 -HR INTx8 RINGWELL-2 WI -14a SIR INTERIOERIORWALL-2X6 NR INTERIORWALL- VI-14C SIR INTERIOR WALL- M 229 WNBa 1142 -HR FIRE BARRIER -2K WFiBb 1142-X42 FIRINTERIOR WI 1 -HR IDR BEARING INTERIOR BEARING WALL- 2W WFiW -1M 1 -HR INTERIOR BEARING WALL- 28 Wc 1 -HR INTERIOR 20 WI -17 1 -HR SMOKEBARRUER-2X4 KEYNOTES N0. NOTE 10.18 FIREEXTENGUIHOME CABINET 131 EXACT STANDPIPE W/ HOME CONNECTION AKLERINTMED DIFFERED LOCATION SHELL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHELL BE SUBMITTED TO FO FOR PRIORAPPROVAL.& 23] RADON MITIGATION SYSTEM EXHAUST RISERBVENENT ATI 111 �� ■ KEPHART community • planning •architecture 2555 WALNUT STREET DENVER, COLORADO PoMS .ww.mPlwnmm FEMM Z W MM M -1 O G J CO .jO F W W C) Q �Q LL Q WLU Q= (n /Wu v, V! 0 C/)O O =U W _ W 0 > W LL Mr lM/ V N� L.L SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Issue tat too%00 NAM PERM uBMlrru M r `Y e nD My r DJV PMgd Rsigner DMB 08.28.2020 Job Number eeeeeee 218094 Barren By RB JT CT CbxMB By DMB Tore OVERALL LEVEL 2 COMPOSITE PLAN Shia Number A2-2.1 19 (17s) - i o a m (15s� (13s) p Q m - AREAcA'c AREA'D' 10 9 A()" Pwi R,1! S �I I I I I a l m a I a a l ¢ I �3s 1 A B Ce' J O � U a I a to a I Q I I I I I (K Me Oe Qe R S N 15y C Z m - - 8n —4 RCPLEGEND KEYNOTES 0 NOTE 1 DECCRATNEUGHTFIMURE,RE;INTERICRS,ELEC MGAL GYP, BD ON MTL FRAMING ISURFACE MOUNTED UGHT FIXTURE, RE: ELECTRICAL o AREA W FeeeeeZ _�_-- --�12n) RATED GYP. SO CEILING, RE: ASSEMBLIES A BSERIES o AREA'C' w 3 a - 10 A ®TOU - - 8n —4 RCPLEGEND KEYNOTES ND. NOTE 1 DECCRATNEUGHTFIMURE,RE;INTERICRS,ELEC MGAL GYP, BD ON MTL FRAMING ISURFACE MOUNTED UGHT FIXTURE, RE: ELECTRICAL U) FeeeeeZ 2 RATED GYP. SO CEILING, RE: ASSEMBLIES A BSERIES 5\/ /� LL 3 GYP, BD ON MTL FRAMING WI VINYL COVER PER INTERIORS A ®TOU NEXTERIOR GROOVE E R INTERIM TG ANDFORTE-COCHERE WOOD SOFFIT P W W 5 FAUX WOOD BEAM QLU Q W Q= 6 (n SOFFIT BOARD /WL v, V! 11- DECORATIVE LINEAR PENDANT. RE: INTERIOR& ELEC V! O O o DECORATIVE PENDANT, RE: INTERIM It EIEC g DECORATIVE WALL SCONCE, RE: INTERIM & EIEC = DOWN LIGHT, RE: INTERIOR& ELEC W RETURN DIFFUSER, RE: MECH M ® SUPPLY DIFFUSER, RE: MECH O 22'x 30', INTERIOR CLEAR, ATTIC ACCESS PANEL. VERIFY SOF CO4O LOCATION WITH OWNER PRIOR TO INSTALLATION RCP GENERAL NOTES • SEE INTERIOR ELEV.& ELECTRICAL RCP FOR ACCENT LIGHTING CALL-OUTSILOCATIONS, RE: INTERIORS & ELECTRICAL • SEE INTERIOR ELEV. FOR DROPPED SOFFITS AT MILLWORK, RE: INTERIORS SEE INTERIOR PLANS, ELEVATIONS, FURNITURE & COORDINATION PLANS FOR DRAPERY POCKET LOCATIONS. RE: INTERIORS • ARCH LIGHTING TO BE EQUALLY SPACED AND CENTERED WITHIN ROOMSICORRIOORS, TYPICAL. RE t ELECTICAL PERIMITER SOFFITS TO BE EQ ON ALL SIDES, TYR. • ENSURE DIFFUSERSIACCESS PANELS DO NOT CONRICT WI ACCENT LIGHTING. SOFFITS. & DECORATIVE FIXTURES. ETC, TYPICAL ALL ARCHITECTURAL LIGHTING LOCATED ON WOOD CEILING TO HAVE BRONZE TRIM. RE: INTERIORS • MECHANICAL GRILLES AND WALL DIFFUSERS, ELECTRICAL PANELS, ACCESS PANELS, ETC. WHICH ARE EXPOSED IN FINISHED SPACES SHALL BE PAINTED, IN PROPER PAINT FORMULATION, TO MATCH THE SURFACE ON WHICH THEY OCCUR. RE: INTERIORS SEE AS SERIES, UNIT RCP, FOR ENTRY CEILING HEIGHTS AT CORRIDORS KEYNOTES ND. NOTE 266 DECCRATNEUGHTFIMURE,RE;INTERICRS,ELEC MGAL 26.11 ISURFACE MOUNTED UGHT FIXTURE, RE: ELECTRICAL KEPHART community • planning •architecture 25M WAWOT STREET DENVER, COLORADO MMS xww.bpM1eRmm U) FeeeeeZ MLU 5\/ /� LL O 00 �O P W W �C) LL QLU Q W Q= (n /WL v, V! 11- V! OO =U W _ W 0 > W M r n V � I..L SOF CO4O J N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Issue 10,1e.19 too%CO 0928.20 PENM UeMInK r r a, PD NH DJV Prdpd Designer DMB Date 08.28.2020 Job Number 218094 Driven By RB JT CT Started By DMB Tore OVERALL LEVEL 2 REFLECTED CEILING PLAN Shia Number A2=282 1/S., = 1•-D„ 19 GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -0D -AT -72 FOR ALL BALCONY CONDITIONS ELEVATION 100'-0- EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS GRID IDENTIFICATION -ALPHI BETICALREFERSTOTHE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTH -SOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, e, is, w) WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT W-0ib 2 -HR SHAFT ENCLOSURE- 1W CONCRETE, RE: STRUCT W-02 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT W -03a NR & CONCRETE WALL, RE: STRUCT W -03b NR 12- CONCRETE WALL, RE: STRUCT W-04 NR TCMU WALL W-05 2 -HR FIRE BARREN. V CMU WALL WE -la 1 -HR EXTERICRWA -2x4 WE to 1 -HR EXTERIORWALL-2x8 WE 1c 1 H EXTERIORWALL-2x3 WE -2 1 H EXTERIORWAIL- a SWIONBONBOTHSIDES WE 3a 1 H EXTERIORWALL-(2)2x4 WE3b1 H EXTERIORWALLOEMISING-(2)216 WE -3c 1 -HR EXTERIORWALLDEMISING-(2)D,B WEA NR PARAPET -2x3 WE -5 1 -HR EXTERIORBSMCKESARRIER-2x3 WEY 1 -HR GENERIC WALL MAR 1 -HR UNIT DEMISING, FIRE PARTTION - (2) 2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x3 WI -2a V2HRCORRIDOR. FIRE PARTITION2x4 W1-2b 112HRCORRIDOR. FIRE PARTITION -2x8 WITH RG WI3 2 H EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINER& WD FRAMING WI -3a 2 A EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WDFRAMING WI4a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTUNER W 2x WD FRAMING ON ONE SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTUNER W2x WD FRAMING ON ONE SIDE WI -Sc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINEIR WD FRAMING ON EACH SIDE W1.6 2 -HR SHAFT ENCLOSURE, 8 -PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, L WD STUD& GWB ON EACH SIDE WIA 2 -HR FIREWALL-8-PRE-CASTCONCRETE WIIlv 1 -HR EXTERIORWALL-28 WI& 2 -HR FIREWALL - SHAFTLINERONL WlR 2 -HR FIREWALL -22x DWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR FPRECAST WI -11a I 1 -HR 100CUPANCY SEPARATION, WE CARRIER -2W WI -11t, 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -2x8 WI -110 1 -HR OCCUPANCY SEPARATION, HIRE CARRIER -2Xtl WI -12a 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)2x8 WALLS WI GWB WI -12t, 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)2B WALLS WI GWB WI -13a 1 -HR INT.BEARINGWAU--28 WI -13o 1 -HR INT.BEARINGWAU--2A WI -14a NR INTERIORWALL-2X4 WI -14t, NR INTERIORWALL-DE WI -140 NR INTERIORWALL-D8 WI -1% 11Y6HR FIRE BARRIER -2N WLiW 11Y1 -HR FIRE BARRIER -2x8 WI -pa 1 -HR INTERIOR BEARING WALL -(2)2x4 WL161b 1 H INTERIOR BEARING WALL(2)M WI-13C 1 1 H INTERIOR BEARING WALL(2)2x8 WI-17 1 1 H ISMOKERNRRIER-2X4 KEYNOTES NO. NOTE 10.18 FIRE EXTENGUISHER CABINET 131 STANDPIPE W1 HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 237 RADON MITIGATION SYSTEM EXHAUST RISER VENT ENLARGEDI ENLARGED AREA 'A' AREA'B' ENLARGEDENLARGE AREA'D' I AREA'C' N ® `®Z KEY PLAN ®®Z PROJECT PROJECT x a U 111 �� ■ KEPHART community • planning •architecture 2555 WALNUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) Fennell Z W M \/ 5 a LL00 O ississis 1 I1WO1 W w C) LL Q W Q= LU U � /w� V! C/) OOw =U _ w 0 > V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. DataL�T�UBM�k mt6.10 x626.SO mre r DJV Pmgd Designer DMB N 08.28.2020 kb Number 218094 Dorem By RB JT CT CIIxME By DMB Tma ENLARGED LEVEL 2 PLAN - AREA A LA82=23A x a U ^o, x cB a 0 U 111 �� ■ KEPHART community • planning • architecture 25M WALNUT STREET DENVER, CDLDRADD 80205 U) FEMM Z W M -100 C) .jO F -w w p F� Q QQ W Q= LU U) w� MF 0 - C/)O Ow =U W 2 0> V � N� L.L SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date 1"M 2016.19 too%CO MASS "ERM ueMliiK r r e in g r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Daman By RB JT CT CDxkeE By DMB rme ENLARGED LEVEL 2 PLAN - AREA B r 2=2.3B LA ^o, x cB a 0 U 10 Me Oe Qe R, 1 2nit 10 3) Me Oel Qe N ENLARGED LEVEL 2 COMPOSITE PLAN - AREA C ® 4z PROJECT %) ID GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEEDETAILSA77C AT- 72 FOR ALL BALCONY CONDITIONS ELEVATION TIM' EQUALS CIVIL FF 5417.00' RE: CNIL DRAWINGS NOTE 10.16 FIRE EXTENGUISHER CABINET GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTHSOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, a, is, w) STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 237 RADON MITIGATION SYSTEM EXHAUST RISER A VENT FEMM WALL TYPE SCHEDULE MURK FIRE RATING DESCRIPTION WL1a 2 -HR SHAFT ENCLOSURE- 8' CONCRETE, RE: STRUCT WL1b 2 -HR SHAFT ENCLOSURE- 17 CONCRETE, RE: STRUCT W-02 2 -HR 1U" CONCRETE FIRE WALL, RE: STRUCT WQG NR 6"CONCRETEWALL,RE:STRULT WQb NR 12" CONCRETE WALL, RE: STRICT AUX NR 6 CMU WALL W45 2 -HR FIRE BARRIER W CMU WA -L WE -la 1 -HR EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-28 WE -1c 1 -HR EXTERIORWALI WE -2 1 -HR EXTERIOR WALL -WW/ GWB ON BOTH SIDES WE3a 1 -HR EXTERIORWALL-2)2N WE3 I 1 -HR EXTERIOR WALL DEMISING -2)29 WIE3c 1 -HR EXTERIORWAU-DEMISING 12)29 WEA NR PARAPET -M WE -6 1 -HR EXTERIOR B SMOKE BARRIER24 WESe 1 H GENERIC WALL WI-te 1 H UNIT DEMISING, FIRE PARTITION -(2)2x4 WIlb1 H UNIT DEMISING, FIRE PARTITION -(2)2x5 WI2a 112 HR CORRIDOR, FIRE PARTITION2X4 WI-2b 112 -HR CORRIDOR,FIREPARTITION-2AWITHRC Wld 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING W"IT 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING Wl-0 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER S WD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER S WD FRAMING WI.Y 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SH4FTUNER W 2e WD FRAMING ON ONE SIDE WISb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SH4FTUNER W 2e WD FRAMING ON ONE SIDE WI -St 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERA WD FRAMING ON EACH SIDE WW 2 -HR SHAFT ENCLOSURE. 8- PRECAST WID 2 -HR SHAFT ENCLOSURE, 2x WD STUD B GWB ON EACH SIDE WII 2 -HR FIREWALL-8-PRE-CASTCONCRETE WI -REN 1 -HR EXTERIORWALL-2x6 WIA 2 -HR FIREWALL-SHAFTLINER (ONLY) WI -2a 2 -HR FIREWALL(2)2xME) WALL ONLY) WI19c 2 -HR SHAFT ENCLOSURE 8' CONCRETE, RE: STRUCT WI -10 NR 6"PRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2M WNib 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -11c 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2a WI -12a 1 -HR OCCUPANCY SEPARATTOQ FIRE BARRIER -(2)Sea WALLS W/ GWB WN2b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)See WALLS W/ GWB WLDA 1 -HR INT. BEARINGWALL-28 WI -13b 1 -HR INT. BEARINGWALL-2x8 WLMA NR INTERIORWALL-2X4 WLAb NR INTERIORWALL-M WI -140 NR INTERIORWALL-M WI -15a 11R -HR FIRE BARRIER -2K WF151, 11R -HR FIRE BARRIER -M WF16a 1 -HR INTERIOR BEARING WALL- 2W WFiW 1 -HR INTERIORBEARINGWALL- 28 WI -i Pc 1 -HR INTERIORBEARINGWALL- 2SS WI -17 1 -HR SMOKEHARRIER-2X4 KEYNOTES NO. NOTE 10.16 FIRE EXTENGUISHER CABINET 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 237 RADON MITIGATION SYSTEM EXHAUST RISER A VENT ENLARGEDI ENLARGED AREA'A' AREA'B' ENLARGEDENLARGE AREA'D' I AREA'C' KEY PLAN ®®z PROJECT KEPHART community • planning aarclemicturs 25M WALNUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) FEMM Z W M 5\/ / LL O 00 .jO w w C) LL Q W Q= U � /w� V! C/) OOw =U _ w 0 > W Sl - 01 V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. DataL�T�UBM�k mt6.18 4828.20 re r DJV Pmgd Designer DMB N 08.28.2020 Job Number 218094 Down By RS JT CT X a4 By DMB Title ENLARGED LEVEL 2 PLAN - AREA C LwShlNmer 2=2.3C Ce Ee TT G4 34w^ T4• 5irz• Wlgb I moss: e;;: 1 -10091642 eeeI eeeI eeeI eeeI eeeI eee, eeep eeep eeep eeep �llm-am done 1 WE2 1 / 1 I21326 - CORRIDOR UNITIT B2e wI-zb AS 2C TYPE'B' On v O WI -26 H110 A2BALC TA•D UNIT Ata AS,.3 TYPE'A' Log L-1 17OE UNIT A2 AZ -1.2 TYPE'B' A2 BALC - D UNIT 133e DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -0.0 -AT-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'-0' EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 FIRE EXTENGUISHER CABINET GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO(NORTHSOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, a, a, w) —I - - 221 COMBINATON PRIMARY AND SECONDARY MAINS, RE: PLUMBING - - - Itititt- - - RADON MITIGATION SYSTEM EXHAUST RISER &VENT I�I� I�- I • J MARK FIRE RATING DESCRIPTION W -01a 2 -HR TYPE B WU11b 2 -HR SHAFT ENCLOSURE- 17 CONCRETE, RE: STRUCT W4%2 2 -HR in" CONCRETE FIRE WALL, RE: STRUCT WQG NR 6" CONCRETEWALL, RE: STRUCT WQb NR 12" CONCRETE WALL, RE: STRICT ARM NR 6 CMU WALL W45 2 -HR 1 WE -la 1 -HR EXTERIORWALL-21W WE -ib 1 -HR EXTERIORWALL-21B WE -1c 1 -HR EXTERIORWALL-21B WE -2 1 -HR EXTERIOR WALL- W W1 GWS ON BOTH SIDES WE3a 14111 EXTERIORWAIL-2)2 WE3b 14111 EXTERIOR WALL DEMISING -2)29 WE3c 14111 EXTERIORWAILDEMISING (2)29 WE -0 NR PARAPET -2v& WEA 1 -HR EXTERIOR &MORE BARRIER24 WEED 1 H GENERIC WALL WIla1 H UNIT DEMISING, FIRE PARTITION -(2)2x4 WIlb1 H UNIT DEMISING, FIRE PARTTO N -(2)2x5 WI2a 112HRCORRIDOR, FIRE PARTITION2X4 WI-2b 112 -HR CORRIDOR, FIRE PARTITI 2A W ITH RC Wld 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTUNER&WDFRAMING WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTLINER&WDFRAMING WI -3b UNIT S1 — 52.1 — TYPES' 81 BALC • C Al BALL - © UNITA1 A5-1 TYPE'e' I He nPE irz• ------'11s----------------- I --J— —�12n I PARKING GRAGE RE:1 A1-2.1 Aba_1 NIAa I 3 _ _ WIA i ELEV. 3-/LOBBY32 I/1 D- t72 WES.. „ 8n - - 8n O ° ---- ----- ° O„...au 6:0 0.0 12 O WI2a I 237 i UNIT Al UNIT AI O a A51, ° AS 1A TvpE.6, �A B TY/.XI All BALC ALC•K All BALC - K ^.O O -,O UNITAI A54.1 TYPES' Al BALC to A E9b —a O 740 7'-0r, 5'4' 3'A tl2' 4 6 t 51 3'E 12' 12'4! 6'-10 12 6'-11? 6'-0” IL E € 22-101? Ta 22•UB is G v I —— 4s I - 3s J Y E -1b N I I in m UNIT 5 § Q TYPE YPE'B' I I B3 BALC - E 4 O O m O D WE4b E1 ry WE4b I I I I I I I I I I I I 6'-0' 1947 194F 4'312' 5'-012' 64) 142' 4' irz' 4'-00` 5'-2' 9'6' 5'-0• T-0' It Ta 29-1P 9'-11YY' 2'4• 19-1 2'-9 9-1 12' 2T-10• 34-0 TRY 194Y 2T,(7 12'-0• 56.47 2 N LEVEL 2 COMPOSITE PLAN - AREA D® C® PROJECT He I I I I GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -0.0 -AT-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'-0' EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 FIRE EXTENGUISHER CABINET GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO(NORTHSOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, a, a, w) —I - - 221 COMBINATON PRIMARY AND SECONDARY MAINS, RE: PLUMBING - - - Itititt- - - RADON MITIGATION SYSTEM EXHAUST RISER &VENT I�I� I�- I • J MARK FIRE RATING DESCRIPTION W -01a I He nPE irz• ------'11s----------------- I --J— —�12n I PARKING GRAGE RE:1 A1-2.1 Aba_1 NIAa I 3 _ _ WIA i ELEV. 3-/LOBBY32 I/1 D- t72 WES.. „ 8n - - 8n O ° ---- ----- ° O„...au 6:0 0.0 12 O WI2a I 237 i UNIT Al UNIT AI O a A51, ° AS 1A TvpE.6, �A B TY/.XI All BALC ALC•K All BALC - K ^.O O -,O UNITAI A54.1 TYPES' Al BALC to A E9b —a O 740 7'-0r, 5'4' 3'A tl2' 4 6 t 51 3'E 12' 12'4! 6'-10 12 6'-11? 6'-0” IL E € 22-101? Ta 22•UB is G v I —— 4s I - 3s J Y E -1b N I I in m UNIT 5 § Q TYPE YPE'B' I I B3 BALC - E 4 O O m O D WE4b E1 ry WE4b I I I I I I I I I I I I 6'-0' 1947 194F 4'312' 5'-012' 64) 142' 4' irz' 4'-00` 5'-2' 9'6' 5'-0• T-0' It Ta 29-1P 9'-11YY' 2'4• 19-1 2'-9 9-1 12' 2T-10• 34-0 TRY 194Y 2T,(7 12'-0• 56.47 2 N LEVEL 2 COMPOSITE PLAN - AREA D® C® PROJECT He I I I I GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -0.0 -AT-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'-0' EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 FIRE EXTENGUISHER CABINET GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO(NORTHSOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, a, a, w) STANDPIPE W1 HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FO FOR PRIOR APPROVAL. 221 COMBINATON PRIMARY AND SECONDARY MAINS, RE: PLUMBING 237 RADON MITIGATION SYSTEM EXHAUST RISER &VENT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- 8• CONCRETE, RE: STRUCT WU11b 2 -HR SHAFT ENCLOSURE- 17 CONCRETE, RE: STRUCT W4%2 2 -HR in" CONCRETE FIRE WALL, RE: STRUCT WQG NR 6" CONCRETEWALL, RE: STRUCT WQb NR 12" CONCRETE WALL, RE: STRICT ARM NR 6 CMU WALL W45 2 -HR FIRE BARRIER W CMU WILLL WE -la 1 -HR EXTERIORWALL-21W WE -ib 1 -HR EXTERIORWALL-21B WE -1c 1 -HR EXTERIORWALL-21B WE -2 1 -HR EXTERIOR WALL- W W1 GWS ON BOTH SIDES WE3a 14111 EXTERIORWAIL-2)2 WE3b 14111 EXTERIOR WALL DEMISING -2)29 WE3c 14111 EXTERIORWAILDEMISING (2)29 WE -0 NR PARAPET -2v& WEA 1 -HR EXTERIOR &MORE BARRIER24 WEED 1 H GENERIC WALL WIla1 H UNIT DEMISING, FIRE PARTITION -(2)2x4 WIlb1 H UNIT DEMISING, FIRE PARTTO N -(2)2x5 WI2a 112HRCORRIDOR, FIRE PARTITION2X4 WI-2b 112 -HR CORRIDOR, FIRE PARTITI 2A W ITH RC Wld 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTUNER&WDFRAMING WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTLINER&WDFRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTLINER&WDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTLINER&WDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTUNER&WD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTUNER&WD FRAMING W[Sa 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTLINER W h WD FRAMING ON ONE SIDE WISb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTLINER W h WD FRAMING ON ONE SIDE WI -So 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD FRAMING ON EACH SIDE WW 2 -HR SHAFT ENCLOSURE. 8- PRECAST WID 2 -HR SHAFT ENCLOSURE 2x WD STUD GWB ON EACH SIDE WII 2 -HR FIREWA11T-8•PRE-CASTCONCRETE WIAa 1 -HR EXTERIORWALL-2x6 WIS 2 -HR FIREWALL-SHAFTLINER (ONLY) WI -2a 2 -HR FIREWALL(2)2xMD WALL ONLY) Wl4mc 2 -HR SHAFTENCLOGURE-8" CONCRETE,RE:STRUCT WI -10 NR 6"PRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x4 WI -116 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -11c 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2a WI -12a 1 -HR OCCUPANCY SEPARAIIOQ FIRE BARRIER -(2)M WALLSW1 GWB WI -126 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLSW1 GWB WI -13a 1 -HR INT. BEARINGWALL-28 WI -136 1 -HR INT. BEARINGWALL-2x8 WI -14a NR INTERIORWALL-2X4 WLAb NR INTERIORWALL-M WI -140 NR INTERIORWALL-M WI -15a 1142 -HR FIRE BARRIER -2K WI -15b 1142 -HR FIRE BARRIER -M WF16a 1 -HR INTERIOR BEARING WALL- 2W WFiW 1 -HR INTERIORBEARINGWALL- 26 WI -i Pc 14111 INTERIORBEARINGWALL- 2:0 WI -17 14111 SMOKEHARRIER-2X4 KEYNOTES N0. NOTE 10.16 FIRE EXTENGUISHER CABINET 131 STANDPIPE W1 HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FO FOR PRIOR APPROVAL. 221 COMBINATON PRIMARY AND SECONDARY MAINS, RE: PLUMBING 237 RADON MITIGATION SYSTEM EXHAUST RISER &VENT ENLARGEDI ENLARGED A' AREA'AREA'B' ENLARGED` ENLARGED AREA'D' AREA'C' N KEY PLAN ®®Z PROJECT 111 11.1; ■ KEPHART community • planning • architecture 25MWAWUTSTREET DENVER, COLORADO AS% xww.bpM1eRmm FEMM Z W MM M LL GO 00 �ISSION=O I— Q w wo F Q W Q= llw^^ V ! 0 1- C/)O Ow =U _ w 0 > W LL Mr lM/ V I..L SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,16.19 too%CG 0628.20 PERM uBMInK r e m Q mR DJV Pmgd Designer DMB Dew 08.28.2020 kb Number 218094 Devern By RB JT CT CIIxME By DMB Tma ENLARGED LEVEL 2 PLAN - AREA D She IS Numb r A2 -2.3D A B Owl Fw i )a43w n \/AS -z.2 -0.0 2 1 34'-0• 7'-0• 26'f' 26'-0' 1 3r{ 26'-0'28'{l 3T{ 1 l 26'0" 21Y T-0• 34f I I I I I I I I I I I � -- UNIT A7 UNITAi 0 UNIT B2 � UNIT A7 UNIT A7 -- � UNIT B2 � -- UNIT AI UNIT A7 -- UNIT Bae .—i As -2z ® wI-m As -2z wI-m wI-m N UNIT Bae MEIN ■._, I I ; �, N l ■ILII ' .ice -tea • ■ i ■ —� ® 0 1111I _�� ��__I'.�.-.--._ � : ■ia�l_� � .n.'I__■ II _ I � I• I��■__ :wI �P�i! I__�a� �■ _ —��■_�■ _ I��III - - I5c 1.� a — ,III 0 WIAS li I — �656Rr1 L �MLJij I— —1, ' _II—A)- OPEN I II■ �Ilu�i3°"n- II I�:I - ISI _ _ -, �ITO SKY TYPE OPEN I L II_�ib i�TO SKY ii■ter ■ WI ItW 8a u �•�� I •—�,i�iR3C7■� � • _. IIIR�II_____ —•III _E B - y—'— — In TIT -- II■ © e4 If �I ® .1 2-3.3A � VIII Ir Eno UNII ■1��3 �a . 1�1I-r =7111111 �■ sl NI ILaa■m j i. __�WIM ���I1 1 ■ :I'�I�11Ilia ' :r - _� 1■I�I 7 N r■pe���. .� X93■ I® — �I I■. �1SE AS 21 11 111 ®1■1_ B ® ■■"s^■ IIIIpIIIII�IIIIIIIIIryIIII I I1 ® 1II., �_�IIISI I l■S�ai�— III NNN. � JI )I MYMY�� I NN A5.11 1 A5 1A se■al.:' Ilei �Im - II --��- © IIS I ilial ��s■�-- N UNIT We 1A5 2ATYPE Is N _ __ I� I p q �__ a �� li I C ■ _ E� _— ISI • �1 N N •ISI I , .�� ■ N ■� I�I�• N IN11 11 •ISI N zs. wl4e ww 13.1 wl-m y wTzb ' 35x., — — — 00 Oo B 3s 1 § 1 I. - - WI -0b 237 WI -0b WI4 13.1 WNb _ n O O STAIR 2 wwb - UNIT B39 UNIT 33A&2 A525 I TYPE B' TYPE B WI -0b wl3 wI-m STARI UNIT 133e I UNITB3e A526 A526 n TYPES TYPE -B WI -3 W13b 1 i 1 WI lb WI -ib 0 W13b 0 A3-1.0 1 2 A32.0 > FE 1 1 mw• 130'0" 92-6• s 34-A). 7 -4 -Ivo• 2]•-e• 2s-0" zsa sz-0" 26'-0• 26'4• 2T-0• 10'-v ]w• 34'o^ 1 31ra 2 1 A41.1 A4-1.1 A4-1.2 AS -2.1 A4-1 0 MI M A B Ce He J\ K L Me Oe Qe R S N OVERALL LEVEL 3 COMPOSITE PLAN ®�®Z 1 1/161 = 1,-0,, PROJECT GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DOR SCAIE. DIMENSIONS GIVEN TO FACE OF SNDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -]D -A]-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'-0• EQUALS CIVIL FE 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 EXTENGUISHER CABINET GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTHSOUTH DIRECTOR) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, e, s, w) STANDPIPE W/HOBECONNECTION ATIEIR DIF EREDISU EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FO FOR PRIOR APPROVAL. z3] RADON MITIGATION SYSTEM EXHAUST RISER BVENT I— WALL TYPE SCHEDULE MIRK FIRE RATING DESCRIPTION WL1e 2 -HR SHAFT ENCLOSURE- 8• CONCRETE, RE: STRUCT WL1b 2 -HR SHAFT ENCLOSURE- 17 CONCRETE, RE: STRICT W-02 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WIXH NR 8" CONCRETEWALL, RE: STRUCT WQb NR 12" CONCRETE WALL, RE: STRICT AUX NR 6 CMU WALL W45 2 -HR FIRE BARRIER W CMU WILLL WE -la 1 -HR EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-z8 WE - 1 -HR EXTERIOR WALL-2rB WE2 1 -HR EXTERIOR WALL -2vB W/GWB ON BOTH SIDES WE3a 1 -HR EMERIOR WPll-2)2N WE3b 1 -HR EXTERIORWAILDEMISING-2)29 WE3c 1 EXTERIOR WPII DEMISING (2)29 WE -0 NR HE WEL 1 -HR EXTERIT-2v& MORE BARRIER24 WE6eI 1 H GENERIC CWALL WIla1 la H UNIT DEMISING, FIRE PARTTION-(2)2xa UNIT DEMISING, WIlb1 H 2a5 UNIT DEMISING FIRE PAION WI2a 112 HR 2X412) CORRIDOR, FIRE PPRTITION-2xa WI -2b CN WITH RC COREXIT 2 -HR 2 -HR ENCLOSURE FIRE BARRIER EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING 1l3 WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTLINERBWD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI4b 2 -HR EXIT WO FRAMING RRIE- WI.Y 2 -HR SHAFINERS TENCLSURE, FIREBARRIER-SH4FTLINERW hWO SHAFT ON SIDE DRINKING oN WISb 2 -HR SU SHAFT ON ME SIDE BARRIER -SH4FTLINERW hWO FRAMING ON ONE SIDE Wlbc 2 -HR SHAFT ON EACH FIRE BARRIER -SHAFTLINER8 W0 FRAMING ON SIDE WW 2 -HR SUR SHAFT ENCLOSURE, B' PRECAST WIB 2 -HR SHAFTENCLOSURE,2x STUD EACH SIDE WI8 2 -HR 8-URE,TWD CONCRBGWBON FIREWALL-8LL-2x6 Si CONCRETE W 1 -HR EXEERIOR WALL -2x6 ILA WI9 2 -HR FIREWALL -(2)2xSHAFTLINER(ONLY) WI -ea 2 -HR FIRESHAFT ALL WI 2N R ENCLOSURE E 8'C CONCRETE, SHAFT ENCL0.5URE-8"CONCRETE, RE: STRICT -10 WI -10 NR PRECAST WNia 1 -HR O OCCUPANCY SEPARATION, FIRE BARRIER -2x4 WF116 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 W 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -z9 WH2aN2a 1 -HR OCCUPANCY BEPARATION, FIRE BARRIER -(2)2v6 WALLS W/ GW6 WF46 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB W1 ­13a 1 -HR INT. BEARINGWPLL-28 WN310 1 -HR INT -2x8 WN4a NR INTERIORWALL-2Xa ERIORIWAUL- WFAb NR INTERIOR WALL-2ffi W- INTERIOR v9 WHSe 5a 11oHR - FIRE BARRIERER-2K WF151, 11R -HR FIRINTERIOR WFi6a 1 -HR IDR BEARING INTERIOR BEARING WALL- zW 1 -HR INTERIOR BEARING WALL - 28 W Ilft 1 -HR 2xB IMQKLUA I_Pc WI -1] 1 -HR H1LK- X4 SMO(E HARRIER-2XN KEYNOTES N0. NOTE 10.16 EXTENGUISHER CABINET 131 STANDPIPE W/HOBECONNECTION ATIEIR DIF EREDISU EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FO FOR PRIOR APPROVAL. z3] RADON MITIGATION SYSTEM EXHAUST RISER BVENT 111 �� ■ PeH A R TR community nning a 35M WAWUTSTREET DENVER, COLORADO MMS xww.bpM1eRmm U) I— Z W MM \/ d O G J CO O Z Ld1..� F_ C) LL Q W Q= U w � C0 C/) OOw =U _ w 0> WLL co ' r n V � SOF C040 U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Me Issue 10.16.18 1W%CO NAM PERMTSIUBMIT7& e m Q MR r DJV Amba Designer DMB eeeeeeDate 08.28.2020 Job Number eeeeeee 218094 Driven By eeeeee RB JT CT Chadmi DMB Tma OVERALL LEVEL 3 COMPOSITE PLAN Shia Number A2-3.1 19 (17s} (15s�— m (13s� e AREA'A' AREA'D' 1G; 9: 7s 19 ) mss) --(14n)RCPLEGEND 1 GYP, BD ON WL FRAMING 2 RATED GYP. SO CEILING, RE: ASSEMBLIES AM SERIES 3 GYP. BD ON WL FRAMING WI VINYL COVER PER INTERIORS A ®TOUNGE B GROOVE WOOD CEILING PER INTERIORCH AND EXTERIOR TBG WOOD SOFFIT AT FORTE-COERE 5 FAUX WOOD BEAM 6 SOFFIT BOARD DECORATIVE LINEAR PENDANT. RE: INTERIOR& ELEC O O o DECORATIVE PENDANT, RE: INTERIOR & EIEC g DECORATIVE WALL SCONCE, RE: INTERIOR & EIEC DOWN LIGHT, RE: INTERIOR& ELEC RETURN DIFFUSER, RE: MECH ® SUPPLY DIFFUSER, RE: MECH O 22"x30", INTERIOR CLEAR. ATTIC ACCESS PANEL. VERIFY LOCATION AREA W -- I2n AREA'C' —— 8n —4 13s `. O ' U I � I a I I I I I I A B Cep E�e i Hei N S REFLECTED CEILING PLAN ® `®z PROJECT I I I I I I I I I I Me Oe Qe R S KEYNOTES ND. NOTE 266 IDECORKTIVE LIGHT MIXTURE, RE; INTERIMS, ELECTRICAL KEPHART community • planning •architecture 25M WAWOT STREET DENVER, COLORADO mms xww.bpM1eRmm U) FeeeeeZ MLU 5\/ /� LL O 00 �O F- w LU p Q Q W Q= (n W lF— V! OO =U W _ W 0 > W V � SOF CO4O WITH OWNER PRIOR TO INSTALLATIIXJ. 19 ) mss) --(14n)RCPLEGEND 1 GYP, BD ON WL FRAMING 2 RATED GYP. SO CEILING, RE: ASSEMBLIES AM SERIES 3 GYP. BD ON WL FRAMING WI VINYL COVER PER INTERIORS A ®TOUNGE B GROOVE WOOD CEILING PER INTERIORCH AND EXTERIOR TBG WOOD SOFFIT AT FORTE-COERE 5 FAUX WOOD BEAM 6 SOFFIT BOARD DECORATIVE LINEAR PENDANT. RE: INTERIOR& ELEC O O o DECORATIVE PENDANT, RE: INTERIOR & EIEC g DECORATIVE WALL SCONCE, RE: INTERIOR & EIEC DOWN LIGHT, RE: INTERIOR& ELEC RETURN DIFFUSER, RE: MECH ® SUPPLY DIFFUSER, RE: MECH O 22"x30", INTERIOR CLEAR. ATTIC ACCESS PANEL. VERIFY LOCATION AREA W -- I2n AREA'C' —— 8n —4 13s `. O ' U I � I a I I I I I I A B Cep E�e i Hei N S REFLECTED CEILING PLAN ® `®z PROJECT I I I I I I I I I I Me Oe Qe R S KEYNOTES ND. NOTE 266 IDECORKTIVE LIGHT MIXTURE, RE; INTERIMS, ELECTRICAL KEPHART community • planning •architecture 25M WAWOT STREET DENVER, COLORADO mms xww.bpM1eRmm U) FeeeeeZ MLU 5\/ /� LL O 00 �O F- w LU p Q Q W Q= (n W lF— V! OO =U W _ W 0 > W V � SOF CO4O J N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,19.10 loo%CO NAM PERVITINUBMIT7k � r a, in D mg r DJV Pmpa Designer DMB Came 08.28.2020 Job Number 218094 Driveri By RS JT CT CDeGeE By DMB Tide OVERALL LEVEL 3 REFLECTED CEILING PLAN Shia Number A2=12 19? deep � see GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -].0-A]-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'41' EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 FIRE EXTENGUISHER CABINET GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTHSOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, e, s, w) STANDPIPE W/ HOSE CONNECTION AT INTMED. IMCING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHPLL BE SUBMITTED TO FO FOR PRIOR APPROVAL. 231 RADON MITIGATION SYSTEM EXHAUST RISER A VENT FEMM WALL TYPE SCHEDULE MURK FIRE RATING DESCRIPTION WL1e 2 -HR SHAFT ENCLOSURE- 8' CONCRETE, RE: STRUCT WL1b 2 -HR SHAFT ENCLOSURE- 17 CONCRETE, RE: STRUCT W4)2 2 -HR 1U" CONCRETE FIRE WALL, RE: STRUCT WQG NR 6" CONCRETEWALL, RE: STRUCT WQb NR 12" CONCRETE WALL, RE: STRUCT ARM NR 6 CMU WALL W45 2 -HR FIRE BARRIER W CMU WA -L WE -la 1 -HR EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-28 WE -1c 1 -HR EXTERIORWALL-M WE -2 1 -HR EXTERIOR WALL -WW/ GWB ON BOTH SIDES WE 3a 1 -HR EXTERIORWAU--2)2x4 WE3b I 1 -HR EXTERIOR WALL DEMISING -2)29 WIE3c 1 -HR EXTERIORWAILDEMISING (2)2x8 WEA NR PARAPET -M WES 1 -HR EXTERIOR B SMOKE BARRIER24 WESe 1 H GENERIC WALL WIla1 H UNIT DEMISING, FIRE PARTITION -(2)2x4 WIlb1 H UNIT DEMISING, FIRE PARTITION -(2)2x5 WI2a 112 HR CORRIDOR, FIRE PARTITION2X4 WI-2b 112 -HR CORRIDORFIREPARTITION-2AWITHRC Wld 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWOFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING Wl-0 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI.Y 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SH4FTUNER W 2e WD FRAMING ON ONE SIDE WISb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SH4FTUNER W 2e WD FRAMING ON ONE SIDE WI -Sr 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERA WD FRAMING ON EACH SIDE WW 2 -HR SHAFT ENCLOSURE. 8- PRECAST WI -0 2 -HR SHAFT ENCLOSURE, 2x WD STUD B GWB ON EACH SIDE WIB 2 -HR FIREWALL-8-PRECASTCONCRETE WIAa 1 -HR EXTERIORWALL-2x6 WIS 2 -HR FIREWALL- SHAFTLINER(ONLY) WI -Ea 2 -HR FIREWALL(2)2xMD WALL ONLY) WImc 2 -HR SHAFT ENCLOSURE 8' CONCRETE, RE: STRUCT WI -10 NR 18"PRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x4 WI -11b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -11c 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2a WH2a 1 -HR OCCUPANCY SEPARATIOQ FIRE BARRIER -(2)M WALLS W/ GWB WH2b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WI -Da 1 -HR INT. BEARINGWALL-28 WI -13b 1 -HR INT. BEARINGWALL-2x8 WI -14a NR INTERIORWALL-2X4 WI -Ab NR INTERIORWALL-M WI -140 NR INTERIORWALL-M WH5a 11R -HR FIRE BARRIER -2x4 WI -15o 11R -HR FIRE BARRIER -M WFi6a 1 -HR INTERIOR BEARING WALL- 2x4 WFiW 1 -HR INTERIOR BEARINGWALL- 28 WI -161 1 -HR INTERIOR BEARINGWALL- 20 WI -1] 1 -HR SMOKE HARRIER -2X4 KEYNOTES NO. NOTE 10.16 FIRE EXTENGUISHER CABINET 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. IMCING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHPLL BE SUBMITTED TO FO FOR PRIOR APPROVAL. 231 RADON MITIGATION SYSTEM EXHAUST RISER A VENT ENLARGED ENLARGED AREA'A' ARE4'B' 1 A B Ce E�e6He, E ENIARGED`� ENLARGE AREA'D' AREA'C' - N AREA A PROJECT m®Z KEY PLAN ®®Z PROJECT 111 �� ■ KEPHART community • planning •architecture 35M WALNUT STREET DENVER, COLORADO MIMS xww.bpM1eRmm U) FEMM Z W M 5\/ / LL O 00 .jO w w C) LL Q W Q= U � /w� V! C/) OOw =U _ w 0 > V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. DataL�T�UBM�k mt6.18 4828.20 Nre r DJV Pmieaoesl4aer DMB Da.ze.z0z0 Job 218094 Dowen By FCh�By RS JT CT DMB D LEVEL 3 PLAN - AREA A Shia Number A2=3.3A li L) (N V <(P W) R1 ; S> C� Y i i N T GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE, DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO (18n} Mile deep ^o, x cB a 0 U 111 �� ■ PeH Anning community a rRTrB 25M WALNUT STREET DENVER, OOiORA00 M2N U) FEMM Z W M -100 0 .jO F- w LU p F QLU Q W Q= (n w `vim �, 0 F- C/)O O =U w W 2 0> V � N� L.L SOF CO4O J N 037 4 n� �SFD ARC`F. 03.25.2021 No. Me Now 10,1e.19 lw%DO NAM PERMTIaUBMIT7X � r e aD g r DJV Pmgd Deeigner DMB Dare 08.28.2020 e Number 218094 revm y RB JT CT CDerxM By DMB The ENLARGED LEVEL 3 PLAN - AREA B r 2=3.3B LA ^o, x cB a 0 U n� L Me One Qe R S , 1 155•-0• a 14 e-0 4 wl-1b wI-9 < 11 A2 -3.3B I I O ® WITITg �\ eeeeeeeee.- _IL�__��_�----------------_�-_ __ - 12n m wI-1b m� m I PARKING GRAGE RE:1 A1-3.1 3 I 2b" 3b" b Ot WE -2 O AB -]U 10 WIA I / A2 BALC - C § o h + w wHea wl2d +__ UNIT A2 _ o ELEV. 7 wl-0d Wit2b — - NITTYPE s m o o _ wHzb ' wl za •_/ iY 302 301 ❑ WI 2b 51.0 ©77� • b ❑ ❑ PC O o p 8n WI.2b WI -16 _ — 0 ❑ _ _ $ Un I w1-26 WI -20 0 _______ Y 149 PO � � o O � O' A6-22 LLVV LLVV I- WI -id UNIT B7 A5&.1 WI -ib WI -1b PE -B Q &0 � 0 ----- UA5-11 UNIT Al 676ALC-C_- ---- © TYPEI A5.11 0 , TYPE'6• TYPE'6' UNIT B2e r; N A7BALC -J Al BALC - J B TYPE 32 BALC - H B O O Bw WI -m UNIT Al W -,b Le 11 A5-1.1 Etb TYPE BT W A7 BALC - M - A3-21 3. ,-0" ISI 'a o I I O E, )JE R W H E-3 2 ®-\ S, A623 - 5/\I 13'-101/2' 24Y" 14'-0' I A I o N ,3' -TT I 8'-112" 10TOGRIDUNE 13'-iP 1T-112' - ---- ° E-1 23] '1 q8-1.13 25'-11 to' ___ 132 BALC - D ., iQ'TO GRIDLINE 1 O U UNIT Sib E' A6 -Us A6-1.14 2 f A5 23 32 BALC - H r; f.is -1.14 TTPE'A' TYPE'Be n o - - UA52A _ IT Q mac' I -v71 _ 2n - I - - - - - -- --m-- WI4b ry O WI-lb WI-2a 1 WT2b-16 f N 21] WI -0b WI -0 ------------- g T-0" n 1n -+ - - - - - - - ® ® D O o ® ® B- N 1n O 131 ❑ h D -- DSTAIR? � �, z -o. m UNIT 83e UNIT Bae < n A52.6 A526 n TYPES' TYPE'6 B3 BALC - IF wa i B3 BALC - F wWHb WI -0b Ovid I 0 0 a / WI SIT 'lo wE-, I WITIT WI-36 r E R O O O N A E-1 1w" 7w^ s'-0" 1aa" s• -r 4•-1c• VIV7 To VT sw 12• as 12• 4'-1a 5'-r 1o'a" fiw• T -W — 4 f E E qj € f -0 21--10" 9-1 12' 2'-0' 10'-1• 2'-0• 9-1 12' 21' -WE 26'-0' 26'-0' 264" 27'41" 10'-0• 7'41• M 156•-0• M WIT CK U Me Oe'' N Qe (Rj O ENLARGED LEVEL 3 COMPOSITE PLAN - AREA C 118 ®A®Z PROJECT GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -7.0 -AT-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'-0• EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.18 FIREEXTENGUIHOSE CABINET GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTOR) NUMERICAL REFERS TO(NORTHS UTH DIRECTOR) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES m, e, s, w) EXACT STANDPIPE W/ HOSE CONNECTION AKLERINTMED DIFFERED LOCATOR SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FO FOR PRIORAPPROVAL.A 23] RADON MITIGSYSTEM EXHAUST RI3ER8VENENT ATION AREA'C. FEMM WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE -8" CONCRETE, RE: STRUCT W,01b 2 -HR SHAFT ENCLOSURE- 13" CONCRETE, RE: STRUCT .jO R FIRE RE: STRUCT WQG .03 NR N 8 CONCCRETE RE: STRUCT B" CONCREETE NR WAURE::STRUC WPLL, RE: STRUCT ARMW-031 W45 NR 6C12 MU ALL 6"CMU WALL W-05 2 -HR FIRE BARRIER WILLL WE -la 1 -HR WAU--2w4 EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-28 WE -lc 1 -HR EXTERIOR WALL-2rB WE2 1 -HR EXTERIORWALL- WB ON BOTH GIOES WE3e 1 -HR EMERIOR WPll-otovIl2)2N WE3b 1 -HR EXTERIORWAU-DEMISING-2)29 WE -3F 1 -HR EXTERIOR WPII DEMISING12)29 WE -0 NR WEL 14HR EXTERIT-2v& MORE BARRIER24 WESa 1 H GENERIC CWALL WI -To 1 H UNIT DEMISING, UNIT DEMISING, FIRE PARTTION-(2)M WITo1 H UNIT DEMISING FIRE PAION WI2a 112 HR 2X4(2)215 CORRIDORFIRE PARTITION-2CN WI -2b A WITH RC COREXIT WId 2 -HR 2 -HR FIRE BARRIER EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING ENCLOSURE, W 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING W"IT 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING W14I4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERBWD FRAMING WI -0d 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI4b 2 -HR EXIT ENCLOSUREE,FIREBRIER- SHAFTLINERS WO FRAMING WI.Y 2 -HR SHAFT ENCLOSURE, SI FIRE BARRIER-SH4FTLINER W h WO FHAFTE ON ONE SIDE WISb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SH4FTLINERW 2e WD FHAFTE ON ME SIDE W45c 2 -HR FRAMING ON EACH FIRE BARRIER -SHAFTLINER8 W0 FRAMING ON SIDE WI 2 -HR SUR SHAFT ENCLOSURE, B' PRECAST -7 WI -7 2 -HR SHAFTENCLOSURE,WDSTUD BON EACH SIDE WIL14k 2 -HR IEURE,2x NCRETE FIRERICRW'P-2xB iCONCRETE W 1 -HR EXTERIOR WALL-2rt ILS WI9 2 -HR FIREWALL - SHAFOINLY) WIE 2-HR FIREWALLWALLONLY) W 2 -HR SHAFT ENCLOSURE -8'CONCRETE, RE: STRUCT WI -10 NR PRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2W WI -116 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 W 1 -HR OCCUPANCY SEPARATION FIRE BARRIER -29 WHaaN2a 1 -HR OCCUPANCY BEPARATION, FIRE BARRIER -(2)2vS WPLLS W/ GWU WF46 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)See WPI -LS W/ GWB WI -Da 1 -HR INT. BEARINGWALL-28 WI -136 1 -HR INT. BEARING WPLL-228 WLA1 NR INTERIORWALI.-2Xa WLAb NR INTERIORWALI.- WI-140 INTERIOR v9 HSe WN5a o- 112 -HR IER- FIRE BARRIER -21W WI -15b 112 -HR FIRE BARRIER -2v8 WFiBa 1 -HR INTERIOR BEARINGWALL- 214 WHIM 1 -HR INTERIORBEARII4 WALL- 28 WI -150 I 1-11R INTERIORBEARINGWALL- 2SS WI -17 I 1 -HR SMOKERARRIER-2X4 KEYNOTES N0. NOTE 10.18 FIREEXTENGUIHOSE CABINET 131 EXACT STANDPIPE W/ HOSE CONNECTION AKLERINTMED DIFFERED LOCATOR SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FO FOR PRIORAPPROVAL.A 23] RADON MITIGSYSTEM EXHAUST RI3ER8VENENT ATION ENLARGED ENLARGED AREA 'A' AREA'B' KEPHART ENLARGED ENLARGED AREA -D-111 AREA'C. KEY PLAN ® _® Z PROJECT KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, COLORADO SIMS xww.bpM1eRmm U) FEMM Z W MM \/ d O G J GO .jO W LU C LL e< W/� Q= U) W lF— O V OI1l1 =U W _ W 0 > V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data /esus a t00%oo NINE 0926.20 FERM UBMITTK 1. 9 n Q NH DJV Pmgd Designer DMB Data 08.28.2020 Job Number 218094 reaW By RB JT CT xM4 By eeeeee DMB The ENLARGED LEVEL 3 PLAN - AREA C Sheet Number A2=3.3C A B Ce 34'4 TRIM- A2-3.3A RIM- A2-3.3A IL / 1 ry WE -3 4 'p w — O WE.2 111 Y b BU UNIT B2NIT Me R w O wl-za AS -2.4 — — — AS -2.4' TYPE E -t � O WI-zb WI-ta T SIIS \ DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -].0-A]-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'41' EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 V GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTH-BOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, e, s, w) STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. ® RADON MITIGATION SYSTEM EXHAUST RISER B VENT FEMM m WALL TYPE SCHEDULE MNtK FIRE RATING UNIT Bae W,01a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT Woo 5) STRULT W-02 bHR 10 -CON REM FIRE-13"LOE: STRUCT WQG NR I W.031) AS -2.6 WALL, RE: STRULT 12'CONRETEWALL,RE:: STRUCT ARM W45 a � w _ 4s - N f N 3s - - N w O a Aen.z 1. UNIT BALC - TYPE B Bi ALC • C u Ee He J K 156'-0" VI ___eee- __E11s)— One One One One One One One deep deep deep deep deep ________isees I see see see see see see see deep I PARKING GRAGE RE:1 /Al -3.1 I 3 wIa 7 G30 — — 10 ]3 WI -0a 13.1 I 1 wI-za wI-m _ ELEV. 1, - 08 o W E, -s, - A6-3.1 -_ - WI -2b — , -- Up n\ WI2`Vl Q Opr0:0F7 o0 � O n OOy/ E UNIT Al 7S —115 NIT1 TYPES WI.lb / A5-11 TWE'B' TYPE 'B' E1 OO T4" ]'-0' 5'4' 3-45112- 31E 12" 6-0' T-0' 6'-1012' 4 —W' -0'r W.61? ]'-3' II 13'-1012" O'o) 52'E112" I BALC • D ° UNITA7 AS1.1 O w TYPES 4 15'-6- - - - 4s O' w w X08 Ell LEU 3s o; c w E-1 Im 9 UNIT Al M-1.1 TYPE W L A 'I 74Y 1 1610" Y 4 12'n10 1S-10" 25'-1112' 1 2 I A6-1.1 u II ® m rz PROJECT U RD M Q 6 5 GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -].0-A]-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'41' EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 ® GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTH-BOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, e, s, w) STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. ® RADON MITIGATION SYSTEM EXHAUST RISER B VENT FEMM m WALL TYPE SCHEDULE MNtK FIRE RATING UNIT Bae W,01a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT Woo 2 -HR STRULT W-02 bHR 10 -CON REM FIRE-13"LOE: STRUCT WQG NR I W.031) AS -2.6 WALL, RE: STRULT 12'CONRETEWALL,RE:: STRUCT ARM W45 ______ - - 6CMU ALL 6"CMU WALL __- ___ FIRE BARRIER WILLL UNIT B3 1 -HR WAU--2w4 EXTERIORWALL-2W § 1 -HR EXTERIORWALL-28 WE 1-HR - EXTERIOR WALL2rB WE -2 W-36 EXTERIOR WALL - W W/GWB ON BOTH SIDES WE 3a 1 -HR AS2.5 O 1 -HR w WE4 1 -HR B3 BALC - F WE -0 NR whm WEED 1 -HR I WEED BALCYPE ' B3 BALC-F GENERIC CWALL WI-ta 1 H UNIT DEMISING, UNIT DEMISING, FIRE PARTITION -(2)M WI -16 1 H 2a5 UNIT DEMISING FIRE PAION WI2a wla 2X412) CORRIDOR, FIRE PPRTITION-2A WI -2b ION-dfi WITH RC COREXIT WId 2 -HR 2 -HR m WI3a 2 -HR EXIT ENCL03URE, FIRE BARRIER- SHAFTLINERBWOFRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHM"LINERBWOFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERBWD FRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI -0b 2 -HR EXIT RIER W NG WI.Y 2 -HR RIE - SHNIFINERS Sir WD TENCL SURE, FIREBARRIER-SH4FTLINERW hWD ON FRAMING ON ONE SIDE HOUSING WISb O,O SHAFT HOUSING MEENCLOSURE, FIRE BARRIER -SH4FTLINER W h WD FRAFTE ON SIDE W45c 2 -HR SU FRAMING ON EACH FIRE BARRIER -SHAFTLINER8 W0 FRAMING ON SIDE O 2 -HR SUR SHAFT ENCLOSURE, B' PRECAST WI -7 2 -HR SHAFTENCLOSURE,WDSTUD ON EACH SIDE — 2 -HR 8-SURE,2x FIREWALL-S'P-2bCASs CONCRETE RETIE Q I EXTERIOR WALL-2rt WI9 2 -HR FIREWALL (ON LY) -(2)2x 2 -HR FIREWALL MIDWALL ONLY) Wl4mb 2R SHAFT ENCLOSURE -8'CONCRETE, RE: STRUCT WI -10 NR PRECAST WI -11a 1 -HR Wi3b wI-m 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 W 1 -HR OCCUPANCY SEPARATION FIRE BARRIER -29 W142aN2a E-m OCCUPANCY BEPARAl1ON, FIRE BARRIER -(2)2vS WPLLG W/ GW6 WF46 1 -HR i WI -13a 1 -HR INT. BEARINGWPLL-28 WL136 1R RINGWPLL-2 INT28W1-14aN W a wq T WLAb NR INTERIORWALL-2r6 WI -140 O INTERIOR v9 145a WNSa o- 11R -HR IER- FIRE BARRIER -2K WFiSb tf WFi6a 1 -HR INTERIOR BEARINGWALL- 2W A 1 -HR F WI Ory IMOKEBAIEARINGWALL- 2xB N F D I w E I I I e1 I I I I I I I ]w" I 640" 1aa" I 6-0 a'-10^ a' -31r I 7-01rSw12^ I 4•4112" 4.11Y I s -z" Ba" I 643^ T-0• r -m IL c € T c 21'-10 9 2'' 10c1' 0' 9-1 1? 19-108-0' 1 66'a' 34'4Y 7'41' 10'-0- 2TRT 26-0^ 26'-0" 26'C 156N4Y 3 Ae-z.o A B Ce (Ee He J N R(,Ff) I F\/FI 01 r(IKAP(1RITF PI AN _ APPA f1 ® m rz PROJECT U RD M Q 6 5 GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -].0-A]-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'41' EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 FIRE EXTENGUISHER CABINET GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTH-BOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, e, s, w) STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 231 RADON MITIGATION SYSTEM EXHAUST RISER B VENT FEMM WALL TYPE SCHEDULE MNtK FIRE RATING DESCRIPTION W,01a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT Woo 2 -HR STRULT W-02 bHR 10 -CON REM FIRE-13"LOE: STRUCT WQG NR 8CONCCRETEFIRE RE: STRUCT W.031) NR WALL, RE: STRULT 12'CONRETEWALL,RE:: STRUCT ARM W45 NR 6CMU ALL 6"CMU WALL 2 -HR FIRE BARRIER WILLL WE-ia FE- 1 -HR WAU--2w4 EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-28 WE 1-HR - EXTERIOR WALL2rB WE -2 1 -HR EXTERIOR WALL - W W/GWB ON BOTH SIDES WE 3a 1 -HR EXTERIOR WALL (2) WE36 1 -HR EXTERIOR WALL DOWSING -2)29 WE4 1 -HR U -DEMISING EXTERIOR WPII DEMISING (2)29 WE -0 NR PARAPEEXTERIT-2v& WEED 1 -HR MORE BARRIER24 WEED 1 H GENERIC CWALL WI-ta 1 H UNIT DEMISING, UNIT DEMISING, FIRE PARTITION -(2)M WI -16 1 H 2a5 UNIT DEMISING FIRE PAION WI2a 112 HR 2X412) CORRIDOR, FIRE PPRTITION-2A WI -2b ION-dfi WITH RC COREXIT WId 2 -HR 2 -HR FIRE EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWOFRAMING ENCLOSURE WI3a 2 -HR EXIT ENCL03URE, FIRE BARRIER- SHAFTLINERBWOFRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHM"LINERBWOFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERBWD FRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI -0b 2 -HR EXIT RIER W NG WI.Y 2 -HR RIE - SHNIFINERS Sir WD TENCL SURE, FIREBARRIER-SH4FTLINERW hWD ON FRAMING ON ONE SIDE HOUSING WISb 2 -HR SHAFT HOUSING MEENCLOSURE, FIRE BARRIER -SH4FTLINER W h WD FRAFTE ON SIDE W45c 2 -HR SU FRAMING ON EACH FIRE BARRIER -SHAFTLINER8 W0 FRAMING ON SIDE WW 2 -HR SUR SHAFT ENCLOSURE, B' PRECAST WI -7 2 -HR SHAFTENCLOSURE,WDSTUD ON EACH SIDE WI8 B 2 -HR 8-SURE,2x FIREWALL-S'P-2bCASs CONCRETE RETIE W1.83 1 -HR EXTERIOR WALL-2rt WI9 2 -HR FIREWALL (ON LY) -(2)2x WII 2 -HR FIREWALL MIDWALL ONLY) Wl4mb 2R SHAFT ENCLOSURE -8'CONCRETE, RE: STRUCT WI -10 NR PRECAST WI -11a 1 -HR O OCCUPANCY SEPARATION, FIRE BARRIER -2W WI -116 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 W 1 -HR OCCUPANCY SEPARATION FIRE BARRIER -29 W142aN2a 1 -HR OCCUPANCY BEPARAl1ON, FIRE BARRIER -(2)2vS WPLLG W/ GW6 WF46 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)228 WALLS W/ GWB WI -13a 1 -HR INT. BEARINGWPLL-28 WL136 1R RINGWPLL-2 INT28W1-14aN W a NR INTERIOERIORWALL-2Xa WLAb NR INTERIORWALL-2r6 WI -140 INTERIOR v9 145a WNSa o- 11R -HR IER- FIRE BARRIER -2K WFiSb 11R -HR FIRE BARRIER WFi6a 1 -HR INTERIOR BEARINGWALL- 2W WFi66 1 -HR INTERIORBEARINGWALL- 28 WI 1 -HR IMOKEBAIEARINGWALL- 2xB -Pc WI -1] 1 -HR SMO(E HARRIER-2XN KEYNOTES N0. NOTE 10.16 FIRE EXTENGUISHER CABINET 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 231 RADON MITIGATION SYSTEM EXHAUST RISER B VENT ENLARGEDI ENLARGED AREA 'A' AREA'B' DII ENLARGE�G� N KEY PLAN t A+ PROJECT 111 11.1; ■ KEPHART community • planning •architecture 25M WAWUTSTREET DENVER, COLORADO ISMS xww.bp6eRmm FEMM Z W MM M d O G J CO .jO LL w C) Q �Q LL Q LUQ T. llLu^ V! 0OO C/) =U W _ W 0 > W LL Mr lM/ V SOF CO(O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,16.19 100%CG 6926.20 PERM UBMT-rk I e m Q mg DJV Pmgd Designer DMB Date 08.28.2020 kb Number 218094 Drawn By RB JT CT ChNbWl By eeeeeee DMB Tide ENLARGED LEVEL 3 PLAN - AREA D Sheet Number A2=3e3D A B Dw Fw 2 i a Km � ll. Pw R S A0.1.1 A4-1.1 A3-1.0 M-1.2 A9-2.2 �, 2 31 HP 1 1 1 34'-0• 7'4• 2V -(b 28'-D• 3r{ 2V -(b 2V -(b 3r{ 26'L" 2V -(b 7'4• M4F SF4A SF4B SF4D O UNIT A7 UNITA1 O UNIT 32 UNIT B2 O -- UNITA1 UNIT A7 -- UNIT Bae UNIT 33e -- As -1.1 A5 -u As -2z wnb Y -1z As -2z wI-16 A5 -u As -1.1 wI-m Ass6 l'C A5-26 TYPE'B' TYPE'S' TYPE'B' TYPE'B' TYPE'BTYPE'B' TYPE'B' C TYPE'B' wI-m wwb wI-m Y 5 O �' WWI -11)O LL _ ® ® ® UNISEXMECH. WI -16 2a] _. C) AU ---- z37 TRASH ACCESS -- •- Y ------- 131 WI -3b c rot wl zb wI-ee -n m1 wFSC Ww wl4b STAIR 19 -- EV. WI 5b W14 �' AO a �A A51D WI W13 F TYPE'S' 118n - - _ wEs ELEV. wI-M 18n) ELEV. .�'-'. �--' Y wl-zb wlsc _ _ _ _ Wlsc _ WI -lb WI -3 (11 �5 WLib WI 5b TOSKY17s: 217 .4 A41.0 OPEN WEA TYPE B B As10 ELECIIDF - � /TOSKY� - _ WNL F YPL B WL WIF (166 i - - - ---(l 6n) WF9 WI lb E1b WIa �- Y V - �� (1 5s) - - - Lo 15s �� - AS 10 § W9a la1 TAIR 3 WI -9e TYPE H' H /A WI4 WI -3b (13s) - - W13a - -L�13s) (14n` I WI -lb WI -6e WI4a BUI DI G3 I wE-2 z17 O -- - - GARAGE RE: 11 A1-4.1 - -- O 'Me Qe I WI -26 ' 2 § UNIT 132e UNIT 132e A41.0 F ASE B- AB -21 2 -AS2N- r= A41.0 M TYPE TYPE'S' WE -2 Y 9 A OPEN T 0 O SKY 1 / A2-4.3AwI-B 1 / A2 -4.3B WI -16 1S --- --------------�--------z121 ��------------------------ � o-- 4( v 1/ A2 -4.3D 4 Y_ I' I WIlbW 1/ A2 -4.3C WE_2 ' wE'2 p❑ Q q 10 - - - 6UNITB2e wI-zb a 131 ELEV.T wpb wl4a 10.1 UNITA2 i7 101 9 - - - - wl4a e ® A54.2 - WI46 6 A52.4 TTPE'B� n - p UNIT S! 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A8-2.3 UN5T A2 ° _ z- Y + - - ❑ 237 TYPE'S' 6-0' 264E 26.6" 260 260 26 0 28-0 5-0 S ® UNIT Al UNIT 81 ❑ A522 A5-1.1 1bti'0 TYPE 13- ® UNITB2e TYPE B I p - A524 m __ _ _ TYPE'S' ' WI-tb 23] WI4e WH 13.1 m " t3s:- 00 -po 3S Y § O w14b m 2aT WI -0b WI4' 13.1 WI -ib 4 p p 1n UNIT We UNIT I Y I UNIT UNITB3 - wwb '� - m �- A52 6 AS 2 5 TYPE B- WI -,b TYPE B wI4 Y § STARI § WI -3 I3b WWI-ib `ri -- N Y UNIT We �UNR 133e Y M26 AS26 TYPE'B W13 WI4b TYPE'S' 1 Y 1 WI.tb WI -ib Y 0 WI3b A3-1.0 � 2 A32.0 S I - - 6O'-0' 13O'-0' 92'-0• 34•40• 1 7-4. 1 1n•-0• n• -o• 12--0• 14'-0^ I 2fi•4^ 2B•-0• zfi•-rc 1 ze•-rc 1 26'-0• 1 2r-0^ 10•-0• 1 7w• 34'-0^ 312'-0" /2 1 te Uv).MA9-z.fA B Ce Me Oe Qe R S N LEVEL 4 COMPOSITE PLAN ®�®Z PROJECT GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -7.0-A7-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'-0• EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.18 FIRE EXTENGUISHER CABINET GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTHSOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY MET ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, s, s, w) STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. AD RADON MITIGATION SYSTEM EXHAUST RISER &VENT FEMM WALL TYPE SCHEDULE MIRK FIRE RATING DESGRIMION WL1e 2 -HR SHAFT ENCLOSURE- 8• CONCRETE, RE: STRUCT WL1b 2 -HR SHAFT ENCLOSURE- 13" CONCRETE, RE: STRUCT W-02 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WQG NR 8" CONCRETEWALL, RE: STRUCT WQb NR 12" CONCRETE WALL, RE: STRUCT W44 NR 6 CMU WALL W45 2 -HR FIRE BARRIER W CMU WALL WE -la 1 -HR EX1CRIORWALL-2W WE -ib 1 -HR EX1CRIORWALL-26 WE 1 -HR EXTERIOR WALL-2rB - WE2 1 -HR EXTERIOR WALL - W W1 GAS ON BOTH SIDES WE3a 1 -HR EXTERIOR WPll-(2)2)2N WE3b 1 -HR EXTERIOR WPII DEMISING -2)29 WE EXTERIOR WPII DEMISING I2)29 WE -0 A NR NR PARAPEXTERIOR WE4 1 -HR XTERI R&S OKE BARRIER24 WESa 1 H GENERIC WALL WIla1 H UNIT DEMISING, FIRE PARTTION-(2)2xa UNIT DEMISING, WI -ib 1 H I2)2a5 CNB DEMISING FIRE PAION WI2a 112 HR 2X4 CORRIDOR, FIRE PPRTITION-2xa WI -2b -dfi WITH RC CORRIDOR FIRE AFIRE WId 2 -HR 2 -HR BON EXIT ENCLOSURE, FIRE BARRIER-SHAFTUNER&WDFRAMING WI-3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTLINER&WDFRAMING "IN WI1 b 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTLINER&WDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTUNER&WD FRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI -0b 2 -HR EXIT RIER WD FRAMING WI.Y 2 -HR TENCL SURE, FIRERIE - SHAFINERS SHAFT ON ESIDIRE BARRIER-SH4FTLINERW hWD DRINKING ON ONE SIDE WISb 2 -HR SHAFT ON MES,FIRE BARRIER -SH4FTLINERW hWD DRINKING ONONESIDE WI -5c 2 -HR FRAMING ON EACH FIRE FARRIER -SHAFTLINER8 W0 FRAMING ON SIDE WI -6 2 -HR SUR SHAFT ENCLOSURE, WI -0 2 -HR 2xPRECAST URE,2x WDSTUD BON EACH SIDE SHAETAILL WI8 2 -HR FIREWALL -8'L NCRETE 8E iCONCRETE W 1 -HR -2x6 EXTERIOR WALL -2x6 WILD ILD 2 -HR FIREWALL- SHAFOINER (ON LY) WI -Ea 2 -HR FIREWALLONLY) W 2R SHAFT ENCLOSURE -8'CONCRETE, RE: STRUCT WI -10 NR PRECAST WNia 1 -HR O OCCUPANCY SEPARATION, FIRE BARRIER -2x4 WLflb 1 -HR OCCUPANCY SEPARATION FIRE BARRIER -28 W 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -29 WH2aN2a 1 -HR OCCUPANCY BEPARAl1ON, FIRE BARRIER -(2)2v6 WALLS W/ GAS WF46 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WI -13a 1 -HR INT. BEARINGWPLL-28 WF136 1 -HR INT. BEARING WALL -2x8 WFAa NR INTERIORWALL-2Xa WFAb NR INTERIOR WALL -28 WI -14c NR INTERIOR WALL -2v9 WNSa 11R -HR FIREBARRIER-2K WF15b 11HH FIREBARRIUNG WFi6a 1 -HR INTERIOR BEARING WALL- 2W WNW 1 -HR 2 INTERIORBEARINGWALL- 8 W 1 -HR INTERIOR BEARING WALL- 2x9 WI -17I-17 1 -HR SMO(E HARRIER-2XN KEYNOTES No. NOTE 10.18 FIRE EXTENGUISHER CABINET 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. AD RADON MITIGATION SYSTEM EXHAUST RISER &VENT 111 �� ■ PBH A R TB community nning a 25M WAWUTSTREET DENVER, COLORADO MMS xww.bpM1eRmm FEMM Z W M 5M O J CO . O E� J Z L�TI�i `/ c F- C) LL Q W Q= U � /w� V! C/) OOw =U _ w 0> W LL o co H' V t1OF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,16.19 ,W%CG NAM PERMITSUBMIT7k Y / 8 aF n O MR r DJV PmiaaDesloDer DMB Date 08.28.2020 Job Number 218094 Driveri By RB JT CT CIIxME By eeeeee DMB Tma OVERALL LEVEL 4 COMPOSITE PLAN Shia Number A2=4e1 Qc 3E A B Dw J; K FL l Nw Pw R S I AREA'A' AREA'D' 1/16" = V -C" A B (Ce' J II a ILL! ILL! u a Q a I I I I I I I I I I � �L Me Oe Qe R S y CZ m AREA'B' a AREA'C' a v 4, RCPLEGEND KEYNOTES N0. NOTE 1 DECORATIVE CEILING GYP. BD ON MTL FRAMING LIGHT RACAL DECORATIVE PENDANXTURE, RRS, 258 E-EIORICA- DECORATIVE LIGHT FIXTURE, RE; INTERIORS, ELECTRIGIL E; INTERIORS, FeeeeeZ 2 RATED GYP. BD CEILING, RE: ASSEMBLIES AM SERIES d 3 :. . - GYP. BD ON MTL FRAMING WI VINYL COVER PER INTERIORS A ®TOUNGE 8 GROOVE WOOD CEILING PER INTERIOR AND EXTERIOR TBG WOOD SOFFIT AT PORTE-COCHERE P IO1 W w 5 FAUX WOOD BEAM Q Q W Q= 6 SOFFIT BOARD lw/T / V, e DECORATIVE LINEAR PENDANT. RE: INTERIOR S ELEC V O O 0 DECORATIVE PENDANT, RE: INTERIOR a EIEC B DECORATIVE WALL SCONCE, RE: INTERIOR 8 EIEC = DOWN LIGHT, RE: INTERIOR B ELEC � RETURN DIFFUSER, RE: MECH ® SUPPLY DIFFUSER, RE: MECH O 2Tx30", INTERIOR CLEAR, ATTIC ACCESS PANEL. VERIFY SOF CO4O LOCATION WITH OWNER PRIOR TO INSTALLATION. RCP GENERAL NOTES SEE INTERIOR ELEV. S ELECTRICAL RW FOR ACCENT LIGHTING CALL-OUTSILOCATICNS, RE: INTERIORS 8 ELECTRICAL SEE INTERIOR ELEV. FOR DROPPED SOFFITS AT MILLWORK, RE: INTERIORS • SEE INTERIOR PLAINS. ELEVATIONS. FURNITURE S COORDINATION PLANS FOR DRAPERY POCKET LOCATIONS. RE: INTERIORS ARCH LIGHTING TO BE EQUALLY SPACED AND CENTERED WITHIN ROOMSICORRIDORS. TYPICAL. RE: ELECTCAL PERIMUER SOFFITS TO BE EO ON ALL SIDES, TYR. • ENSURE DIFFUSERSIACCESS PANELS DO NOT CONFLICT WI ACCENT LIGHTING, SOFFITS, 8 DECORATIVE FIXTURES, ETC, TYPICAL ALL ARCHITECTURAL LIGHTING LOCATED ON WOW CEILING TO HAVE BRONZE TRIM. RE: INTERIORS MECHANICAL GRILLES AND WALL DIFFUSERS, ELECTRICAL PANELS, ACCESS PANELS. ETC. WHICH ARE EXPOSED IN FINISHED SPACES SHALL BE PAINTED, IN PROPER PAINT FORMULATION, TO MATCH THE SURFACE ON WHICH THEY OCCUR. RE: INTERIORS • SEE AS SERIES. UNIT RCP. FOR ENTRY CEILING HEIGHTS AT CORRIDORS KEYNOTES N0. NOTE 9.23 DECORATIVE CEILING 2B4 LIGHT RACAL DECORATIVE PENDANXTURE, RRS, 258 E-EIORICA- DECORATIVE LIGHT FIXTURE, RE; INTERIORS, ELECTRIGIL E; INTERIORS, KEPHART DO muns tannin •architecture 25M WAWOT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) FeeeeeZ MLU d o 00 j P IO1 W w �C/ LCL( Q Q W Q= LU lw/T / V, lF— O V OI1l1 =U W _ Ill 0 > � rW V � L.L SOF CO4O J N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,19.10 100%CO WI PERM U9MITK � r e nD mre r DJV Pmpa Designer DMB Dale 08.28.2020 kb Number 218094 Grown By RS JT CT Dumbed By DMB lige OVERALL LEVEL 4 REFLECTED CEILING PLAN SAeN Number A2-4.2 ii67avI� N y Z m PROJECT I GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -0.0 -AT -72 FOR ALL BALCONY CONDITIONS ELEVATION RV -0- EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 FIRE EXTENGUISHER CABINET GRID IDENTIFICATION-ALPH4BETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTON) NUMERICAL REFERS TO (NORTHSOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, a, s, w) STANDPIPE W/ HOGE CONNECTION AT INTMED. LNNDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 237 RADON MITIGATION SYSTEM EXHAUST RISER A VENT FEMM WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WL1a 2 -HR SHAFT ENCLOSURE -8 CONCRETE, RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE- 17 CONCRETE, RE: STRUCT W4)2 2 -HR 1U" CONCRETE FIRE WALL, RE: STRUCT WQG NR 6" CONCRETEWALL, RE: STRUCT WQb NR 12" CONCRETE WALL, RE: STRUCT ARM NR 6 CMU WALL W45 2 -HR FIRE BARRIER W CMU WALL WE -la 1 -HR EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-28 WE -1c 1 -HR EXTERIORWALL-M WE -2 1 -HR EXTERIOR WALL -WW/ GWB ON BOTH SIDES WE 3a 1 -HR EXTERIORWAU--2)2x4 WE3b I 1 -HR EXTERIOR WALL DEMISING -2)29 WIE3c 1 -HR EXTERIORWAILDEMISING (2)2x8 WE -0 NR PARAPET -M WE8 1 -HR EXTERIOR 85MO(E BARRIER24 WEED 1 H GENERIC WALL WI -la 1 H UNIT DEMISING, FIRE PARTITION -(2)2x4 WIlb1 H UNIT DEMISING, FIRE PARTITION -(2)2x5 WI2a 112 HR CORRIDOR, FIRE PARTITION2X4 WI-2b 112 -HR CORRIDOR,FIREPARTIMON-2AWITHRC Wld 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING W[Sa 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHNFTJNER W 2e WD FRAMING ON ONE SIDE WISb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHNFTJNER W 2e WD FRAMING ON ONE SIDE WI -Sr 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERA WD FRAMING ON EACH SIDE WW 2 -HR SHAFT ENCLOSURE. 8- PRECAST WID 2 -HR SHAFT ENCLOSURE, 2x WD STUD B GWB ON EACH SIDE WI8 2 -HR FIREWALL-8-PRE-CASTCONCRETE WIBa 1 -HR EXTERIORWALL-2x6 WI8 2 -HR FIREWALL- SHAFTLINER(ONLY) WI -Ea 2 -HR FIREWALL -(2)2x MID WALL ONLY) Wl4mc 2 -HR SHAFT ENCLOSURE 8' CONCRETE, RE: STRUCT WI -10 NR 6"PRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x4 WI -11b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -11c 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2a WH2a 1 -HR OCCUPANCY SEPARATIOQ FIRE BARRIER -(2)M WALLS W/ GWB WH2b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WI -Da 1 -HR INT. BEARINGWPLL-28 WI -13b 1 -HR INT. BEARINGWPLL-2x8 WI -14a NR INTERIORWALL-2X4 WI -Ab NR INTERIORWALL-M WI -140 NR INTERIORWALL-M WH5a 11R -HR FIRE BARRIER -2x4 WF151, 11R -HR FIRE BARRIER -M WF16a 1 -HR INTERIOR BEARING WALL- 2x4 WFiW 1 -HR INTERIORBEARINGWALL- 28 WI -16c 1 -HR INTERIORBEARINGWALL- 2xB WI -17 1 -HR SMO(EHARRIER-2X4 KEYNOTES NO. NOTE 10.16 FIRE EXTENGUISHER CABINET 131 STANDPIPE W/ HOGE CONNECTION AT INTMED. LNNDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 237 RADON MITIGATION SYSTEM EXHAUST RISER A VENT N KEY PLAN ® 4 PROJECT N 111 �� ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO MIMS xww.bpM1eRmm U) FEMM Z W M 5\/ / LL O 00 .jO w w C) L00L Q W Q= U � /w� V! C/) OOw =U _ w 0 > V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. DateL�T�UBM�k mt6.18 4828.20 mre r DI Amba Designer DMB N 08.28.2020 kb N umber 218094 Driveway RB JT CT Chadmi By DMB rme ENLARGED LEVEL 4 PLAN - AREA A Shen Nuaeer A2 -4.3A N D9 V n�— N PROJECT GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -]D -A]-] 2 FOR ALL BALCONY CONDITIONS ELEVATION RWRP EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 FIRE EXTENGUISHER CABINET GRID IDENTIFICATION-ALPH4BETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTHSOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, a, s, w) STANDPIPE W/ HOSE CONNECTION AT INTMED. LNNDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 231 RADON MITIGATION SYSTEM EXHAUST RISER A VENT FEMM WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE -8 CONCRETE, RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE- 17 CONCRETE, RE: STRUCT W4)2 2 -HR 1U" CONCRETE FIRE WALL, RE: STRUCT WQG NR 6" CONCRETEWALL, RE: STRUCT W4b NR 12" CONCRETE WALL, RE: STRUCT ARM NR 6 CMU WALL W45 2 -HR FIRE BARRIER W CMU WALL WE -la 1 -HR EXTERIORWALI WE -ib 1 -HR EXTERIORWALI WE -1c 1 -HR EXTERIORWALI WE -2 1 -HR EXTERIOR WALL -WW/ GWB ON BOTH SIDES WE 3a 1 -HR EXTERIORWAll-2)2N WE3b 1 -HR EXTERIOR WALL DEMISING -2)29 WIE3c 1 -HR EXTERIORWAILDEMISING (2)2x8 WEA NR PARAPET -M WE8 1 -HR EXTERIOR B SMOKE BARRIER24 WE5e 1 H GENERIC WALL WIla1 H UNIT DEMISING, FIRE PARTITION -(2)2x4 WIlb1 H UNIT DEMISING, FIRE PARTITION -(2)2x5 WI2a 112 HR CORRIDOR, FIRE PARTITION2X4 WI-2b 112 -HR CORRIDOR,FIREPARTITION-2AWITHRC Wld 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI -3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING Wl-0 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING W[Sa 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHNFTLINER W 2e WD FRAMING ON ONE SIDE WISb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHNFTLINER W 2e WD FRAMING ON ONE SIDE WI -Sr 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERA WD FRAMING ON EACH SIDE WW 2 -HR SHAFT ENCLOSURE. 8- PRECAST WID 2 -HR SHAFT ENCLOSURE, 2x WD STUD B GWS ON EACH SIDE WI8 2 -HR FIREWALL-8-PRECASTCONCRETE WIBa 1 -HR EXTERIORWALL-2x6 WI8 2 -HR FIREWALL- SHAFTLINER(ONLY) WI -Ea 2 -HR FIREWALL(2)2xMD WALL ONLY) Wl4mc 2 -HR SHAFT ENCITMURE-8' CONCRETE, RE: STRUCT WI -10 NR 18"PRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x4 WI -11b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -11c 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2a WH2a 1 -HR OCCUPANCY SEPARATIOQ FIRE BARRIER -(2)M WALLS W/ GWB WI -12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WI -Da 1 -HR INT. BEARINGWPLL-28 WN36 1 -HR INT. BEARINGWPLL-2x8 WI -14a NR INTERIORWALL-2X4 WH4b NR INTERIORWALL-M WI -140 NR INTERIORWALL-2x0 WHSai 11R -HR FIRE BARRIER -2K WF151, 11R -HR FIRE BARRIER -M WF1:6a 1 -HR INTERIORBEARINGWALL- 2W WHiW 1 -HR INTERIORBEARII4 WALL- 28 WI -150 1 -HR INIERIORULMUNGWALL- 2xS WI -17 I 1 -HR SMOKEHARRIER-2X4 KEYNOTES NO. NOTE 10.16 FIRE EXTENGUISHER CABINET 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LNNDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 231 RADON MITIGATION SYSTEM EXHAUST RISER A VENT p®N m Z KEY PLAN ®®z PROJECT N 111 �� ■ KEPHART community • planning •architecture 2555 WALNUT STREET DENVER, COLORADO mms xww.bpM1eRmm U) FEMM Z W M 5\/ / LL O 00 .jO w w C) LL Q W Q= U � /w� V! C/) OOw =U _ w 0 > V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. DataL�T�UBM�k mt6.18 4828.20 g r DI Pmgd Designer DMB Dare 08.28.2020 b Number 218094 revW y RB JT CT ChNMmd By DMB The ENLARGED LEVEL 4 PLAN - AREA B Number LShe A2 -4.3B N Me' I JLY ��t 14'S 112tl2' Y PARKING GRACE RE: l 1 Al -4.1 3 A&]0 Y W I-0 10 W g I ELEV.1 IELEV. CLOSET wI zb wI-zb A 34-0 1 1 A2 -4.3B m �4 r oIN f mR• b b W\IE 1 10 / Q g WI Am Io a I Oro Id 402 401 - WI-zb p p WI -16 P, i, n p q�� ________ _ ____ _____ faf IS Y C WIla6 8n wI-2b w1-26 © e 8 8n I 1 r- 169 O Bi wI-2b b o � WI -2a O ® .. UNIT WI -1e A52.1 N Wlgb TYPE B.01 O 2, 0,. UNIT All UNIT Al Bi BALC - C -- O�O 0'�O ❑ ..... A5-1MUM -1.1 E1 TYPE B. TYPE IF AlBALC - J Al BALC - J § LR B UNIT 132e N A52ATYPE a p B _ O O _ B '^ BALC' wl-,b wI-m Q B2 BALC - H NIT All E-1 MUM !^ 5 ^ PE •B• e n Al BALC - L A3-21 3. CC --- fiS'-0 '.1010 T'-0' S'-0'3-6112 331/Y' 5-o T-0• O T-0••WE WI -ib �I 1 3.6• •6• C n It 13'-1012• VI T3• B'-Slbl 14•>' -2.1 Wb E- �. —11 152•-612• 6-23 R f� Y A E -1 Y-1 B.S.B-0• ISA IAS 23] E -t Y a 1 pe -1.13 13'-10' 112' W B2 BALC - D --- 25'-1112' 1 , N O UNIT B2 Wil2b a A522 MCITTPE'B' 1.15 A6.1.14 F - - - UNIT 132e H Ae-1.14 _ 82 BALC TYPE e e F I I R A ® I -'-'-'-'-'-' E -1b F WI IT ....... IS -2b ... 71 nr — — — — _ — — — — — — — A —Ll — _ IS 2n 4 4 /tn m WI -2b m 1n V� a y - - I s4a T 1 _ _ _ If— - �� ❑ I WI -0b ❑ m ut ^ v m m f I I � O STAIR 7 ___• � � :� O-- D a o a2 0P yjI § E-1 I ® w UNIT Bae C< a �••-,q., UNIT Bae A5 2 6 A5-26 TYPE'BTYPE B RIP' m B3 BALI I -D B3 BALC - D WI -1b Orb I WI -3b W13b q a W I-tb W • W W O0 A F I Ory ll F I n F A Ell E1 E -0b 6.41" 10•s• s-2• 't-10• 4.3112• 5•-0112• 5w112• 4-4 112'I 101.0• 19-e• ew• D Ill 21•40" a-1112• z-0• 10•-r z-0• a-1112• 21 Ill m ry� 261-0• 21 1z4T 14•-0• 2T+r 101.0• T-0• 34-0" Q z I AB 1.1 Me O`e Qe R S �n K ornCn i =X/Mi A t"Rr"n0ncITC 01 Ani =A r� N 4z PROJECT GENERALNOTES �I NOTE IN FIRE EXTENGUISHER CABINET GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTHSOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES m e, a, w) STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 23] FF FEMM UNIT A2 MARK A5-1 2 DESCRIPTION TYPE A 1 1 A2 -4.3B m �4 r oIN f mR• b b W\IE 1 10 / Q g WI Am Io a I Oro Id 402 401 - WI-zb p p WI -16 P, i, n p q�� ________ _ ____ _____ faf IS Y C WIla6 8n wI-2b w1-26 © e 8 8n I 1 r- 169 O Bi wI-2b b o � WI -2a O ® .. UNIT WI -1e A52.1 N Wlgb TYPE B.01 O 2, 0,. UNIT All UNIT Al Bi BALC - C -- O�O 0'�O ❑ ..... A5-1MUM -1.1 E1 TYPE B. TYPE IF AlBALC - J Al BALC - J § LR B UNIT 132e N A52ATYPE a p B _ O O _ B '^ BALC' wl-,b wI-m Q B2 BALC - H NIT All E-1 MUM !^ 5 ^ PE •B• e n Al BALC - L A3-21 3. CC --- fiS'-0 '.1010 T'-0' S'-0'3-6112 331/Y' 5-o T-0• O T-0••WE WI -ib �I 1 3.6• •6• C n It 13'-1012• VI T3• B'-Slbl 14•>' -2.1 Wb E- �. —11 152•-612• 6-23 R f� Y A E -1 Y-1 B.S.B-0• ISA IAS 23] E -t Y a 1 pe -1.13 13'-10' 112' W B2 BALC - D --- 25'-1112' 1 , N O UNIT B2 Wil2b a A522 MCITTPE'B' 1.15 A6.1.14 F - - - UNIT 132e H Ae-1.14 _ 82 BALC TYPE e e F I I R A ® I -'-'-'-'-'-' E -1b F WI IT ....... IS -2b ... 71 nr — — — — _ — — — — — — — A —Ll — _ IS 2n 4 4 /tn m WI -2b m 1n V� a y - - I s4a T 1 _ _ _ If— - �� ❑ I WI -0b ❑ m ut ^ v m m f I I � O STAIR 7 ___• � � :� O-- D a o a2 0P yjI § E-1 I ® w UNIT Bae C< a �••-,q., UNIT Bae A5 2 6 A5-26 TYPE'BTYPE B RIP' m B3 BALI I -D B3 BALC - D WI -1b Orb I WI -3b W13b q a W I-tb W • W W O0 A F I Ory ll F I n F A Ell E1 E -0b 6.41" 10•s• s-2• 't-10• 4.3112• 5•-0112• 5w112• 4-4 112'I 101.0• 19-e• ew• D Ill 21•40" a-1112• z-0• 10•-r z-0• a-1112• 21 Ill m ry� 261-0• 21 1z4T 14•-0• 2T+r 101.0• T-0• 34-0" Q z I AB 1.1 Me O`e Qe R S �n K ornCn i =X/Mi A t"Rr"n0ncITC 01 Ani =A r� N 4z PROJECT GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS AT -TD -AT-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100-0' EQUALS CIVIL FE 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 1016 FIRE EXTENGUISHER CABINET GRID IDENTIFICATION -ALPHABETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTHSOUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES m e, a, w) STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 23] RADON MITIGATION SYSTEM EXHAUST RISER B VENT FEMM WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W41a 2 -HR SHAFT ENCLOSURE -8" CONCRETE, RE: STRUCT W -01b SHR SHAFT ENCLOSURE- 13" CONCRETE, RE: STRUCT W-02 SHR 10" CONCRETE FIRE WALL, RE: STRUCT WI NR 6" CONCRETEWALL, RE: STRUCT WI NR IECONCRETEWPLL,RE: STRUCT SUM NR 6 CMU WALL W45 SHR FIRE BARRIER W CMU WALL WI 1 -HR EXTERIORWAL-I WE -ib 1 -HR EXTERIORWALL-28 WE -lc 1 -HR EXTERIORWAL-I WE -2 1 -HR EXTERIOR WALL -WW/ GWS ON BOTH SIDES WI 1 -HR EXTERIORWAlL- tool WI 1 -HR EXTERIOR WALL DEMISING -2)29 WE -3F 1 -HR EXTERIORWALLDEMISING (2)2x8 WE -0 NR PARAPET-zv& WE5 1 -HR EXTERIOR B SMOKE BARRIER24 WE5a 1 11 GENERIC WALL Ville 1 H UNIT DEMISING, FIRE PARTITION -(2)21 WI -ib 1 H UNIT DEMISING FIRE PARTITION -22x5 WI2a 112HR CORRIDOR, FIRE PARTITION -2xa W 112 -HR CORRIDOR FIRE CN WITH RC IL3 2 -HR , FIRE BARRIER EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING l WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHIFTLINERBWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTNERWD FRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI -0b 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTULINERS WO FRAMING WI.Y 2 -HR FRAMING ONONESIDIRE BARRIER-SH4FTLINERW hWD FHAFTE ONONESIDE WISb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SH4FTLINERW Sir So FHARTE ON ONESIDE Wlbc 2 -HR FRAMING ON EACH FIRE BARRIER-SHAFTLINER8 W0 FRAMING ON SIDE WW 2 -HR SUR SHAFT ENCLOSURE, B' PRECAST WI8 2 -HR SHAFT EACH SIDE WI8 2 -HR AILL 8EUR-C, FIREWALL-S•PRECASi CONCRETE W 1 -HR WALL EXTERIOR -2rt WI9 ILA 2 -HR FIREWALL LY) WE 2-HR FIREWALL - MD WALLONLY) WI 2-HR SHAFT ENCLMURE-8'CONCRETE, RE: STRUCT WI -10 NR PRECAST WNia 1 -HR O OCCUPANCY SEPARATION, FIRE BARRIER -2W WI -116 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 W 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -29 WHIM 1 -HR OCCUPANCY SEPARAl1ON, FIRE BARRIER -(2)2v6 WALLS W/ GIVE WF46 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)228 WALLS W/ GIVE WN3a 1 -HR INT. BEARINGWAUI WN3a 1N R INTERIORINGLL-IDI z8 WN4a NR INTERIORWALL-2Xa WFAb NR INTERIORWALL-2r6 WI -140 ERIOR WHSe 110 -HR FIRE BARRIER - WI -151, 112 -HR FIRE BARRIERM WN6a 1 -HR INTERIOR BEARINGWALL- 2W WFiW 1 INTERIUKULARINGWALL- 28 WI -150 II Hill 1 -HR L- 2xB WI-iT 1 -HR SMOK BARRIER -2X4 SMOKE HARRIER-2XN KEYNOTES NOTE 10.16 1016 FIRE EXTENGUISHER CABINET 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 23] RADON MITIGATION SYSTEM EXHAUST RISER B VENT KEY PLAN ® 4 PROJECT 111 �� ■ KEPHART community • planning •architecture 35M WALNUT STREET DENVER, COLORADO PoMS xxw.bpM1enmm FEMM Z W M Y1 O G J CO j O E� Z C C) LL Q LL] QT. U w � C0 D l'- V! OOw =U _ w 0 > V I..L SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,16.10 too%CG NAM PENM uBMInK r `Y I ilk 9 rn O mg DJV Pmgd Designer DMB eeeee 08.28.2020 Job Number eeeeee 218094 Demen By RB JT CT Out By eeeeee DMB RGED LEVEL 4 PLAN - AREA C er L 2=4e3C A B Ce Ee He � J = 1'-0" ® y C ®Z PROJECT 10 6 J GENERALNOTES DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DONOTSCAIE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -]D -A]-] 2 FOR ALL BALCONY CONDITIONS ELEVATION 100'8' EQUALS CIVIL FF 5417.00' RE: CIVIL DRAWINGS NOTE 10.16 FIRE EXTENGUISHER CABINET GRID IDENTIFICATION-ALPHNBETICAL REFERS TO THE ORIENTATION OF THE GRID (EAST -WEST DIRECTION) NUMERICAL REFERS TO (NORTHROUTH DIRECTION) GRID BEARING - SOME GRID LINES ONLY EXIST ON PARTICULAR SIDE OF THE BUILDING, THIS DENOTES THOSE SIDES (n, a, s, w) STANDPIPE W/ HOSE CONNECTION AT INTMED. LNNDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 231 RADON MITIGATION SYSTEM EXHAUST RISER A VENT FEMM WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WL1a 2 -HR SHAFT ENCLOSURE- 8' CONCRETE, RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE- 17 CONCRETE, RE: STRUCT W4)2 2 -HR 1U" CONCRETE FIRE WALL, RE: STRUCT WQG NR 6" CONCRETEWALL, RE: STRUCT WQb NR 12" CONCRETE WALL, RE: STRUCT ARM NR 6 CMU WALL W45 2 -HR FIRE BARRIER W CMU WALL WE -la 1 -HR EXTERIORWALI WE -ib 1 -HR EXTERIORWALI WE -1c 1 -HR EXTERIORWALI WE -2 1 -HR EXTERIOR WALL -WW/ GWB ON BOTH SIDES WE3a 1 -HR EXTERIORWAll-2)2N WE3b 1 -HR EXTERIOR WALL DEMISING -2)29 WIE3c 1 -HR EXTERIORWAIIDEMISING (2)29 WEA NR PARAPET -M WE -6 1 -HR EXTERIOR B SMOKE BARRIER24 WEED 1 H GENERIC WALL WI -la 1 H UNIT DEMISING, FIRE PARTITION -(2)2x4 WIlb1 H UNIT DEMISING, FIRE PARTITION -(2)2x5 WI2a 112 HR CORRIDOR, FIRE PARTITION2X4 WI-2b 112 -HR CORRIDOR,FIREPARTITION-2AWITHRC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING W4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING W[Sa 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SH4FTUNER W 2e WD FRAMING ON ONE SIDE WISb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SH4FTUNER W 2e WD FRAMING ON ONE SIDE WI -Sr 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERA WD FRAMING ON EACH SIDE WW 2 -HR SHAFT ENCLOSURE. 8- PRECAST WID 2 -HR SHAFT ENCLOSURE, 2x WD STUD B GWS ON EACH SIDE WI8 2 -HR FIREWALL-8-PRE-CASTCONCRETE WIBa 1 -HR EXTERIORWALL-2x6 WI8 2 -HR FIREWALL- SHAFTLINER(ONLY) WI -2a 2 -HR FIREWALL(2)2xMD WALL ONLY) WHmc 2 -HR SHAFT ENCLMURE- 8' CONCRETE, RE: STRUCT WI -10 NR 6"PRECAST WI -11a I 1 -HR OCCUPANCYSEPARATION, FIRE BARRIER -2x4 WNib 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -11c 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2a WH2a 1 -HR OCCUPANCY SEPARATIOQ FIRE BARRIER -(2)M WALLS W/ GWU WI -126 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WI -Da 1 -HR INT. BEARINGWPLL-28 WI -13b 1 -HR INT. BEARINGWPLL-2x8 WI -14a NR INTERIORWALL-2X4 WI -Ab NR INTERIORWALL-M WI -140 NR INTERIORWALL-M WH5a 11R -HR FIRE BARRIER -2K WF151, 11R -HR FIRE BARRIER -M WF16a 1 -HR INTERIOR BEARING WALL- 2W WI -18S 1 -HR INTERIOR BEARING WALL- 28 WI -16c 1 -HR INTERIORULMUNGWALL- 20 WI -17 I 1 -HR ISMI HAHMICK-2X4 KEYNOTES NO. NOTE 10.16 FIRE EXTENGUISHER CABINET 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LNNDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 231 RADON MITIGATION SYSTEM EXHAUST RISER A VENT KEY PLAN ®®z PROJECT ^o, 111 11.1; ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO MIMS xww.bpM1eRmm U) FEMM Z W M 5\/ / LL O 00 .jO w w C) LL Q W Q= U � /w� V! C/) OOw =U _ w 0 > V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. DataL�T�UBM�k mt6.18 4828.20 mre r DI Pmgd Designer DMB N 08.28.2020 kb Number 218094 Dowen By RS JT CT CISKEI By DMB The ENLARGED LEVEL 4 PLAN - AREA D SAeat Numb r A2=4.3D ^o, A B Dw Fw (J) (K) GA GB (GC Y IY 14 HEELHGT 1P -11B PLATE I I I DS D5 So 08 Os D El CONDEGER COUCH III r�����I R � TO SLOPE IM":1'0'. 61 h A 237 m RISC m m m 237 m In E m P. 31 m L I III V+ - - - - - - - Nw Pw R S D GE GF I I I I DS as DS — 3"x4•DOWNSPoUT. PAINT TO MATCH ADJACENTWALL v FINISH. FIELD VERIFY LOCATION. ROOF VENT CALCULATIONS - LINEAR VENT d RIDGE 3"/1'-0" s ROOF AREA 7 z 06 n 0 (LOMANCO 770D OR EQUAL). MATCH ROOF COLOR. 237 Topl Face ArasVermn9 requina (LOMANCO 770 OR EQUAL). MATCH ROOF COLOR. High Were Meyrovl4M W Lowvem Aaaywgwtlaa PROVIDE 35 SO.IN. MIN. OF OPENING. SPLIT EEN HIGH D LOW OF TAIR TONCORPRATE IINTO AREAL Raaf Me Meld Mein' MuHPIIeT I TaaIMBReq. I High Area Req. Low Ane Req. HI9M1Vara Area qy. Req. High Vera Agee High LowVen MB 0y, Req, Li (LF) Vam Area Low ROOF AREAL 1095N1C 15P3T8In- 393 52M In- 26281n- mai, iM 1 18 12NO1 181n- C) 147 2MIn- ROOFAREA2 191271C 2TM288In- 393 91811n- 45901n' 45901, 140 1, 33 16201, 181n' lLL^I V! D 2% 46MIn- ROOFPRFA3 185M 23]8!11, 393 ]91, 401, 401n' SB In' 1 58 in' rain' 3 54H ROOFAREA4 75M 1 a 1 303 Wine I 181, rain- 581n- 1 56 in- 181n' 1 law ROOFARFAS TOW 1t2321 306 37 1 1191, 119iff 581n' 1 561n- 181n' No. Data 2 Saw ROOFARFA6 174W 250591, 303 841, IQ1, 1421n' 56ln' 1 561n' 181n' 3 Be F' ROOFARFAT 919M 1323361, 303 4411, imi 1, Iml1, iM 1, 2 2831, 181, 13 2341, ROOFAI 919M 1323361, 303 4411, imi 1, Iml1, iM 111 2 2831, 181, IIxME By 13 2341, A B Dw Fw (J) (K) GA GB (GC Y IY 14 HEELHGT 1P -11B PLATE I I I DS D5 So 08 Os D El CONDEGER COUCH III r�����I R � TO SLOPE IM":1'0'. 61 h A 237 m RISC m m m 237 m In E m P. 31 m L I III V+ - - - - - - - Nw Pw R S D GE GF I I I I DS as DS — 3"x4•DOWNSPoUT. PAINT TO MATCH ADJACENTWALL v FINISH. FIELD VERIFY LOCATION. ROOF VENT CALCULATIONS - LINEAR VENT d RIDGE 3"/1'-0" s ROOF AREA 7 z 06 n 0 (LOMANCO 770D OR EQUAL). MATCH ROOF COLOR. 237 TomlRwlAm-velmne lwmlea (LOMANCO 770 OR EQUAL). MATCH ROOF COLOR. xlyl vemaaayrowaaa W lowvemaaayrowaaa 3"/1'-0'• PROVIDE 35 SO.IN. MIN. OF OPENING. SPLIT EEN HIGH D LOW OF TAIR TONCORPRATE IINTO AREAL Rani Me MeW Mel, NLMPIIer Taal MaRe4 HI9M1 MaReq. Low Arn Re9. HIBM1 Vem Arx My. Req. H9M1 Vem MaH19M1 Law Vern Me Cly. Req. Low (LF) VeI- Air Low ROOF ARE iOWT 259]]01, 306 5561, 4331, 4331, 1401, 4 5061, 101, C) 25 0.501, ROOFAREAIO 1540T 2238241, 30] ]421, 3]11, 3711, 1401, 3 4201, 101, lLL^I V! D 21 378W ROOFAREAII U71 470M In- 30] 1571, 781n- 781n' 1401, 1 1401, 101, 5 931, ROOFAREA 12 313M MOY21n' 30] 1501, 751n' 751n' 1401, 1 1401, low, 5 931, ROOFARFA I3 31106 44]841n' 303 1491, 751n' 75 m- 1401, 1 iMIN 101, No. Data 5 931, A B Dw Fw (J) (K) GA GB (GC Y IY 14 HEELHGT 1P -11B PLATE I I I DS D5 So 08 Os D El CONDEGER COUCH III r�����I R � TO SLOPE IM":1'0'. 61 h A 237 m RISC m m m 237 m In E m P. 31 m L I III V+ - - - - - - - Nw Pw R S D GE GF I I I I DS as DS ELEV. ROOF, 1/4.10 30' FULLYADHEREDT P O — –ELEV3 ` SLOPE TD DRAIN — NSTALL Tram CnuTE 32.1 — — t lel, If TENTS: 4'-D'MIN. MEMBRANEPATHIINSTRU a PER MFR W KITTEN INSTRUCT ELEV. ROOF 1/4':1'-0' C _ _ —� – –B – L– ABV. ROOF— – SLOPE TODMIN Z LL 21.7 OPEN 5 AUV ROOF PLATE ELEV2 TO ABb.O OEN gBVROCF PLATE C G2 O _ — BELOW To LC Q O"/1'0" BELOW– – u 'STAIR 3--G•/r-0" o g ROOF AREA 13 N S TO O SLOPE 1000OH w - N rOSLOPE 94"1-0', m W L9 TYP. - Im / GARAGE RE: 1/A1-5.1 WW "o DPL Q D �4Fy _ 1 / m " TO x BELO' e m ILL I I = r O TL(y 1 OPEN ,yy I= `T` BELOW '¢ °o 1 a rc 93' ROOF PLAN GENERAL NOTES: 1. ALL PITCHED ROOF AREAS TO DRAIN INTO GUTTERS AND DOWNSPOUTS. FIELD VERIFY LOCATIONS OF DOWNSPOUTS WI OWNER PRIOR TO INSTALLATION. DOWNSPOUTS TO DISCHARGE INTO STORM SEWER VIA CONNECTION W/ FLEXIBLE BOOT. RE: CIVIL FOR LOCATIONS 2. LOW SLOPE ROOF AREAS DRAIN TO COMBINED AREA ROOF DRAINS OR CONDUCTOR BOXES AND DOWNSPOUTS. RE: PLAN 3. ONFTBTOP'ING NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WRH SPRINKLER INSTALLED PER 933 3.1.1, 7103 EXCEPTION 4. ALL PITCHED ROOF AREAS TO BE VENTED PER IBC, SECT, 12022. 5. ROOF VENT LOCATIONS ARE APPROXIMATE. PROVIDE HIGH AND COMMENTS PAINT VENTS TO MATCH ROOF OR SOFFIT. S. HIGH ROOFVENTS SHALL BE LOCATEDAT LEASTTSVABOVE EAVE OR CORNICE VENTS PER IBC, SECT. 12023 T. TYPICAL ROOF SLOPE 3": 12- * PROVIDE METAL DRIPS AND CONCEALED WALL AND VALLEY FLASHING INSTALLED PER MFRS SPECS. 9. INSTALL ALL ROOFING MATERIALS IN ACCORDANCE W/ MFR'S SPECS. ANDIOR CODE REQUIREMENTS. 10. DRAFTSTOP DOORS TO BE INSTALLED AIRTIGHT WITH SELF-CLOSING HARDWARE) OPERABLE ON BOTH SIDES. ROOF PLAN LEGEND — 3"x4•DOWNSPoUT. PAINT TO MATCH ADJACENTWALL v FINISH. FIELD VERIFY LOCATION. J d RIDGE 3"/1'-0" s ROOF AREA 7 z 06 n 0 (LOMANCO 770D OR EQUAL). MATCH ROOF COLOR. 237 ROOFVENT- MINIMUM]OSQ.IN.NETFREEAREq EACH n (LOMANCO 770 OR EQUAL). MATCH ROOF COLOR. 22 SOFFIT VENT- MINIMUM 19.0 NET FREE AREA/ BO.IN. PER W PQ 3"/1'-0'• PROVIDE 35 SO.IN. MIN. OF OPENING. SPLIT EEN HIGH D LOW OF TAIR TONCORPRATE IINTO AREAL 0 a m lel m ` m m SYMBOLS LEGEND 1111 00 2 -HR FIRE BARRIER FOR EXIT ENCLOSURE PER �•w� SECTION 1022 ELEV. ROOF, 1/4.10 30' FULLYADHEREDT P O — –ELEV3 ` SLOPE TD DRAIN — NSTALL Tram CnuTE 32.1 — — t lel, If TENTS: 4'-D'MIN. MEMBRANEPATHIINSTRU a PER MFR W KITTEN INSTRUCT ELEV. ROOF 1/4':1'-0' C _ _ —� – –B – L– ABV. ROOF— – SLOPE TODMIN Z LL 21.7 OPEN 5 AUV ROOF PLATE ELEV2 TO ABb.O OEN gBVROCF PLATE C G2 O _ — BELOW To LC Q O"/1'0" BELOW– – u 'STAIR 3--G•/r-0" o g ROOF AREA 13 N S TO O SLOPE 1000OH w - N rOSLOPE 94"1-0', m W L9 TYP. - Im / GARAGE RE: 1/A1-5.1 WW "o DPL Q D �4Fy _ 1 / m " TO x BELO' e m ILL I I = r O TL(y 1 OPEN ,yy I= `T` BELOW '¢ °o 1 a rc 93' ROOF PLAN GENERAL NOTES: 1. ALL PITCHED ROOF AREAS TO DRAIN INTO GUTTERS AND DOWNSPOUTS. FIELD VERIFY LOCATIONS OF DOWNSPOUTS WI OWNER PRIOR TO INSTALLATION. DOWNSPOUTS TO DISCHARGE INTO STORM SEWER VIA CONNECTION W/ FLEXIBLE BOOT. RE: CIVIL FOR LOCATIONS 2. LOW SLOPE ROOF AREAS DRAIN TO COMBINED AREA ROOF DRAINS OR CONDUCTOR BOXES AND DOWNSPOUTS. RE: PLAN 3. ONFTBTOP'ING NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WRH SPRINKLER INSTALLED PER 933 3.1.1, 7103 EXCEPTION 4. ALL PITCHED ROOF AREAS TO BE VENTED PER IBC, SECT, 12022. 5. ROOF VENT LOCATIONS ARE APPROXIMATE. PROVIDE HIGH AND COMMENTS PAINT VENTS TO MATCH ROOF OR SOFFIT. S. HIGH ROOFVENTS SHALL BE LOCATEDAT LEASTTSVABOVE EAVE OR CORNICE VENTS PER IBC, SECT. 12023 T. TYPICAL ROOF SLOPE 3": 12- * PROVIDE METAL DRIPS AND CONCEALED WALL AND VALLEY FLASHING INSTALLED PER MFRS SPECS. 9. INSTALL ALL ROOFING MATERIALS IN ACCORDANCE W/ MFR'S SPECS. ANDIOR CODE REQUIREMENTS. 10. DRAFTSTOP DOORS TO BE INSTALLED AIRTIGHT WITH SELF-CLOSING HARDWARE) OPERABLE ON BOTH SIDES. ROOF PLAN LEGEND ROOF AREA 3 3"x4•DOWNSPoUT. PAINT TO MATCH ADJACENTWALL ODS FINISH. FIELD VERIFY LOCATION. D A PRE -FINISHED METAL GUTTER. MATCH ADJACENT FINISH. NO PENETRATIONS WITHIN 4'-0' MIN. OF FIREWAL4 NON- COMBUSTIBLE ROOF CONSTRUCTION READ BY IBC 19 ROOF VENT- MINIMUM 140 SO. IN. NET FREE AREA EACH ITYPEN. CONDENSING UNIT, RE: MECIWNICAL (LOMANCO 770D OR EQUAL). MATCH ROOF COLOR. o ROOFVENT- MINIMUM]OSQ.IN.NETFREEAREq EACH .3 (LOMANCO 770 OR EQUAL). MATCH ROOF COLOR. OO SOFFIT VENT- MINIMUM 19.0 NET FREE AREA/ BO.IN. PER W LINEAL ILL. MATCH SOFFIT BOARD COLOR. O' -0•L TYP, ONO. D n ROOF AREA 4 � ROOF AREA 5 1�) I/4"/1'-0" G2 a ROOF AREA 6 W 8 - �14n) ROOF AREA 7 - 0• 9 m fi q u �iI A T'-2ISP PARAPET HGT T-2.114VPARPPET HOT N1Ln) w to x s ARV ROOF PLATE ABV ROOF PLATE '1 `n u :RED TP Na UCT=® I w C �''+'I.I�=�i�mm•�nl�u �I��iI--PER MFIR WRITTEN INSTRUC T SLOPE TO DRAIN .Ilwwwww111wwwwwww�IwwwTiww4mwrw.:Tiwwwwwwwwwwwwwl� �iwwwwwwwtlwwwwwwi�iwwwf'IwwGi�ir�lwwwwwwwwwrwwwwlwLL�. -" IV1P-. .. th is . MAINI, .. r1 W . WWI W rIs W, . .I r.. rlrl' CII I1n .. .. nr� .. nn.. .. n.. .. n11.. w FaIg iia .. .. .. .. .. 6' 6 ee 0 0 ee .. 6' 6 ee 0 .. .. 6' 6 e. 0 .>, e. 6 6 .. .1 .. .. C C 0 0 ee ee 0 6 1% 0 O -9 .. 6 6 .. 0 ' ..'..11..11..'.-....0 L..1..11..11..'...1 L.Z.....T ��%LiLiR C ���u O ��W �o�iiP V� � ■ 232> 31 �GE 011 CID CH 7: 1 TO SLOPE 11W I'D EI C NDESERCOUMI DED 0 LLDwWills ■ ROOF AREA 3 '!k COMBUSILBE PIPE WHEN WITHIN THE EXTERK)R WPLL; OVERFLOWSCUPPER D PREFINISHED METAL THRWNALL CONDUCTOR AND DOWNSPOUT, NO PENETRATIONS WITHIN 4'-0' MIN. OF FIREWAL4 NON- COMBUSTIBLE ROOF CONSTRUCTION READ BY IBC 19 w ITYPEN. CONDENSING UNIT, RE: MECIWNICAL STAIR 4 = IS = .3 R E3' 11'-D OO TRASH& RECYCLE CHUTE VENTS; W 4'-0"ABOVE FIN. ROOF - - G1 = 0 LW11 PATH. INSTALL PER MANUFACTURERS SPECS. D ` IS O SYMBOLS LEGEND 1111 00 2 -HR FIRE BARRIER FOR EXIT ENCLOSURE PER D n ROOF AREA 4 � ROOF AREA 5 1�) I/4"/1'-0" G2 a ROOF AREA 6 W 8 - �14n) ROOF AREA 7 - 0• 9 m fi q u �iI A T'-2ISP PARAPET HGT T-2.114VPARPPET HOT N1Ln) w to x s ARV ROOF PLATE ABV ROOF PLATE '1 `n u :RED TP Na UCT=® I w C �''+'I.I�=�i�mm•�nl�u �I��iI--PER MFIR WRITTEN INSTRUC T SLOPE TO DRAIN .Ilwwwww111wwwwwww�IwwwTiww4mwrw.:Tiwwwwwwwwwwwwwl� �iwwwwwwwtlwwwwwwi�iwwwf'IwwGi�ir�lwwwwwwwwwrwwwwlwLL�. -" IV1P-. .. th is . MAINI, .. r1 W . WWI W rIs W, . .I r.. rlrl' CII I1n .. .. nr� .. nn.. .. n.. .. n11.. w FaIg iia .. .. .. .. .. 6' 6 ee 0 0 ee .. 6' 6 ee 0 .. .. 6' 6 e. 0 .>, e. 6 6 .. .1 .. .. C C 0 0 ee ee 0 6 1% 0 O -9 .. 6 6 .. 0 ' ..'..11..11..'.-....0 L..1..11..11..'...1 L.Z.....T ��%LiLiR C ���u O ��W �o�iiP V� � ■ 232> 31 �GE 011 CID CH 7: 1 TO SLOPE 11W I'D EI C NDESERCOUMI DED 0 LLDwWills ■ KEYNOTES ROOF DRAINS, ROUTE THRU WALLS BELOW, USE NON - ON '!k COMBUSILBE PIPE WHEN WITHIN THE EXTERK)R WPLL; OVERFLOWSCUPPER E RE: PLUMBING &ROOF DETAILS PREFINISHED METAL THRWNALL CONDUCTOR AND DOWNSPOUT, NO PENETRATIONS WITHIN 4'-0' MIN. OF FIREWAL4 NON- COMBUSTIBLE ROOF CONSTRUCTION READ BY IBC ICOMBINATON PRIMARY AND SECONDARY DRAINS; RE: PLUMBING SECTION 706.6 EXCEPTION NO 2' RE: ASSEMBLIES ITYPEN. CONDENSING UNIT, RE: MECIWNICAL INDICATES DIRECTION OF ROOF AND CRICKET 11 N MITIGATION III TIII IEM EXHAUST RISERB VEM SLOPES. ALL ROOF AREAS AND VALLEYS SHALL CONDENSING UNIT. AS OCCURS: RE: MECHANICAL NOTE: CONTRATCTOR TO COORDINATEINCREASE CONDENSER COUCH LOCATIONS AS REQUIRED AT LARGER CU. SLOPE TO DRAIN AT 114' PER FT. MINIMUM OO TRASH& RECYCLE CHUTE VENTS; 4'-0"ABOVE FIN. ROOF W 30" FULLY ACHIEVED T.P.O. ROOF MEMBRANE rTTTTT LW11 PATH. INSTALL PER MANUFACTURERS SPECS. 5\/ FULLY ADHERED T.P.O. ROOF MEMBRANE INSTALL O PER MANUFACTURERS SPECS. —30" 00 2 -HR FIRE BARRIER FOR EXIT ENCLOSURE PER �•w� SECTION 1022 FIRE WALL REQUIRED PER IBC SECTION 506 & 706. WALL SHALL H4VEA2-HR FIRE -RESISTANCE RATING PER IBC TABLE ]084, FOOTNOTE a. KEYNOTES NO. NOTE 7.11 OVERFLOWSCUPPER ].25 PREFINISHED METAL THRWNALL CONDUCTOR AND DOWNSPOUT, 22.1 ICOMBINATON PRIMARY AND SECONDARY DRAINS; RE: PLUMBING 232 ITYPEN. CONDENSING UNIT, RE: MECIWNICAL 23.T 11 N MITIGATION III TIII IEM EXHAUST RISERB VEM 23.11 CONDENSING UNIT. AS OCCURS: RE: MECHANICAL NOTE: CONTRATCTOR TO COORDINATEINCREASE CONDENSER COUCH LOCATIONS AS REQUIRED AT LARGER CU. 26.12 IDS `ZSOLAR AREA, PROPOSED, DIRECTLYATTACHED PER OWNER. RE STRUCT 8 ELEC 237a PARAPET HGT: W �¢ sr,Q 44' ABV ROOF PLATE ❑ r— II mi ROOF AREA 9 L9�Fi III II ` `qh CONDESIERB - COUCH TOSLOPE 1/4"'.1'0"TORIGHT 6 =3"11'0.> 1 — — — f— IDGE _ _�w a �w m n MM U m b GENERAL VENT PIPE NOTES: a°/r-0° w23m ! 7 1, LABEL VENT PIPES IN ATTIC AS FOLLOWS:M '� BD � z� 'DON REDUCTION SYSTEM" 1 ==pp 2. PROVIDE PLACARD NEAR EACH VENT PIPE TO READ AS FOLLOWS: 3"/1'-0" 3'li'-0' SII M1 'THIS RADON REDUCTION SYSTEM IS NOT REQUIRED TO BE TESTED AND ISA 14 -HEEL NET o 14" HEEL HGT � 14' HEEL HGT ® p 'PA LO E R INSTALLED RELYING R E UI RELY ON WINM TESTING REIA9VE _ _ _ K IF BLOWER INSTALLED AS REQUIRED PER RADON TESTING FOLLOWING 237 @ yd DS 10.4111 B A 37 10'-11/8' PLATE 10'-1 118" PLATE m — -- 14' HEEL HOT ma 'SEE SLAB PLAN FOR ADDITIONAL NOTES' D DISCHARGE TO BE PROTECTED 10'-1118' PLATES 1/4" / 1' 0" CO F 2n AFROMRRMI N-RESIL EMR WITH 1 8 _ = 6 – – – – – – AC°RRC 1/4"A AND BETWEEN 1l4 AND 112 S STAIR 2'I = y q RIDGE o - 1 n i 6 g SCREEN HAVING OPENING 3" l 1' D" n w m f ROOF DECK JP III ly_ Q m D 3"/1'0 o m Os Os � g N G 4 m a 1 w n2 Q MIDGE ' f PROVIDE W / ADEQUATE a Os 34/ 1F.01 3" 11'-0" ft CLEARANCE FOR O. INSTALLATION e STAIR1 ~ d OFA BLOWER Os D IDs LL 1 24V CIA. BY 36" ROOF AREA 00 yq D ROOF AREA 10 W HEIGHT D 14" HEEL HGT I I I DS Ds IV PVC PIPE itl-11B'PLATE I 14"HEELHGT AN 16-11B POI ELECTRICAL CEILING CUTLET MUST GA GB (GC GD GE GF ROOF AREA 11 BE LOCATED A B Ce Ee He J K L Me Oe Qe R S WITBLOWER BLOWER LOCATION OVERALL ROOF PLAN INRADON ROOF PENETRATION on Z SCHEMATIC PROJECT 111 ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO 90M5 xxw.bpM1enmm Feeeee Z W M 5\/ F LL O 00 �O LI W C) Q Q W^ Q= �+, v / lLL^I V! D OW =U _ W 0 > W LL Mr lM/ I..V SOF C04O I U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Issue m.1 106%W M x928.20 PEnM .Rt `Y 1. 8 n O NH DJV Pmgd Designer DMB AIM 08.28.2020 kla Number 218094 Dramn By RB JT CT IIxME By DMB THIS OVERALL ROOF PLAN S6EELNJm6er AMA 4 F® ^o, 111 �� ■ KEPHART community • planning • architecture 25M WALNUT STREET DENVER, CDLDRADD 80205 .... ,mmnmm U) Z W "' -100 0 .jO F -w w p Q F� QQ W Q= LU w�: MF- �C/) OOw =U 2 W 0> V � N� L.L SOF COLO �O U N 037 4 n� �SFD ARC`F. 03.25.2021 No.2MA Issue too%CO PEnM UBMZr rain Dmg DJV Pmgd Designer DMB 08.28.2020 Job Number 218094 Dawn By RB JT CT xME By DMB rme BIRDS EYE VIEWS U,nMA ^o, RTYARD F1 ,.m TR '�I�T� ill 1�1 I M .J UfflJUUU - ' iJL JII_IftC 0. rT_Tflr -4 1,vw f7�1 I r7 KEY PLAN ®®Z PROJECT 71 IND �o r KEPHART community o planning u architecture 2555 A nT,TReET DENVER COLORADO 80205 vJ FEMM Z W M M -100 .jO F -w w p Q QQ W Q= Ld U) w� OnF- V) OO =U W _ W _o > W co ' ^ v M 0 SOF Coto '9Q y do�us N IL 6037 �o ARCN��4 03.25.2021 No. Date Issue 10.1A�Ul 112 bled rtWect DJV Project Designer DMB Dare 08.28.2020 bNumber 218094 Domain By RB JT CT nited By DMB Time BUILDING PERSPECTIVES sneer Nemoer A3-0.2 71 1/16" = 1' 0" 1/16" = V-0" R2 Pw Nw ,3 �.W C18 d.18 ].115 ].25 .14 .15 I --- IC7 so -C....I�191 -0Hcom 11101• o ICS AII AO' I, 0 IC7 �1�1 O N o oICS NCS El ICS 0 � ©A 510 i _.a 111'' _ O Imo_ O 0 1�0_O� .Dal .._ _ 1 _ O . O ---------- a� a� N MEME IF�. C I!E ,� IL WE © o , I Ce 2He T K T Me M-1.1 Ad -t1 A4-1.2 4.10 4.1 4.6 4.10 ]25 1.1 4.10 4.6 4.10 d.1 d.10 d] ]35 4.100 p3] d.8 d]0 4.10 1.1 ].14 7.25 L16 110 1 F B O B O I n T B O A L r A A L A _ B O D OI Q O 0 O O O B �. B D B J K K - K _ _ O - SF10 SF1N e A D Oo D G0 I SF,E $FiD SF,C SFiB o SF11A EMEEEI SFiP 120 115 b O2a 14 EMEM 1 A 98'L� 98'-fi" 2 1 a4-1.1 M-1.1 M1.2 BASEMENT: 89'-2 1 98'-2' 98'4" l Qe R 2 A4-1. 1 d.10 dA 1.1 .14 <I a a Ao-1. 2 ® 4" GEMENTITIOUS SIDING -SW]M6 ANONYMOUS ®BE - - - - -LEVEL 5: 144'-6 3/�4" ROOF PLATE: 144'A 4" CEMENTITIOUS TRIM- SW 7048 URBANE BRONZE A32.1 BRICK VENEER -ALPINE ASH BRICKVENEER2 BRICK VENEER 8 STANDARD ACCENT- ONYX SMOOTH MASONRY CONTROL JOINT CMU BASE- BASALITE. SPLITFACE. GRAPHITE 4"CEMENTITIOUS SIDING �I A SW6071 POPULAR GREY CEMENTITOUS TRIM. SW 7048 URBANE BRONZE LEVEL 4_133'-11 W" PIGMEN TO BLUE BY VM LNC ASPHALTSHINGLES: CHARCOAL BY GAF ROYAL BUILDING SIGNAGE BY OTHERS. RE: ELEC B STRUCT FOR ADDITIONAL INFORMATION 2234 SOFFITISOVEREIGN SW 7014 ELDER HITE LEVEL 5144'-63/4' BRONZE SW 7048 URBANE BRONZE URBANE GUTTER: SW 7048 URBANE BRONZE �_ 7048 URBANE BRONZE -- - BRONZESW BRONZE A ROOFPLATE 144'A 4' SUNSHADES: BLACK THRU-WALLCONDENSING GRILLES: PAINT TO MATCH FIELD PAINT TO MATCH FIELD LEVEL 4:133'-115/8" _ STOREFROM FPAMING: _ - - _ n z LEVEL 3: 123'3 3/4" LLI Q Q /w V! I O A = IV1l1 W U 33 _ W - O - LEVEL 2:11212'-7 A/8" _ J _ C� t1OF COLO �O A OO N Q LEVEL 2: 112-7 ZEW& 03.25.2021 0,Data Issue BASEMENT: 89'-2 1 98'-2' 98'4" l Qe R 2 A4-1. 1 d.10 dA 1.1 .14 <I a a Ao-1. 2 ® 4" GEMENTITIOUS SIDING -SW]M6 ANONYMOUS ®BE GEMENTITIWS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 7048 URBANE BRONZE A32.1 BRICK VENEER -ALPINE ASH BRICKVENEER2 BRICK VENEER 8 STANDARD ACCENT- ONYX SMOOTH MASONRY CONTROL JOINT CMU BASE- BASALITE. SPLITFACE. GRAPHITE 4"CEMENTITIOUS SIDING �I B'CEMENTITIOUS SIDING SW6071 POPULAR GREY CEMENTITOUS TRIM. SW 7048 URBANE BRONZE FLATLOCK METAL PANELS: PIGMEN TO BLUE BY VM LNC ASPHALTSHINGLES: CHARCOAL BY GAF ROYAL BUILDING SIGNAGE BY OTHERS. RE: ELEC B STRUCT FOR ADDITIONAL INFORMATION 2234 SOFFITISOVEREIGN SW 7014 ELDER HITE LEVEL 5144'-63/4' BRONZE SW 7048 URBANE BRONZE URBANE GUTTER: SW 7048 URBANE BRONZE I 7048 URBANE BRONZE VINYLEOVERHEAD BRONZESW BRONZE OVERHEAD DOOR ROOFPLATE 144'A 4' SUNSHADES: BLACK THRU-WALLCONDENSING GRILLES: PAINT TO MATCH FIELD PAINT TO MATCH FIELD LEVEL 4:133'-115/8" _ STOREFROM FPAMING: - LL FEMEEEEE Q LLI Q Q /w V! I O O = IV1l1 W U _ W Z LEVEL 3123'3314' 0 > C� t1OF COLO �O U N Q LEVEL 2: 112-7 ZEW& 03.25.2021 0,Data Issue NAM PEIRM UBMITTK ,1 w 111 8 d_ e o n D _ LEVEL 1:100'.0' MATERIAL LEGEND ® 4" GEMENTITIOUS SIDING -SW]M6 ANONYMOUS ®BE GEMENTITIWS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 7048 URBANE BRONZE 4%8X16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE BRICK VENEER -ALPINE ASH BRICKVENEER2 BRICK VENEER 8 STANDARD ACCENT- ONYX SMOOTH MASONRY CONTROL JOINT CMU BASE- BASALITE. SPLITFACE. GRAPHITE 4"CEMENTITIOUS SIDING ASPH4LTROOFSHINGLES-CHARCOAL GENERALNOTES PROVIDE METAL FIASHINGIDRIP CAP OVER ALL DOORS AND WINDOWS AND AS OTHERWISE INDICATED. PROVIDE METAL WALL FLASHING AT ALL ROOFANALL TRANSITIONS. BUILDING SIGNAGE, B' HIGH LETTERS ON A CONTRASTING BACKGROUND. TWO LOCATIONS MIN. PER BUILDING. COORDINATE FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. • PROVIDE STONE LSOX ACCESSORY Q STONE OR FLAT TRIM @SIDING FOR EXTERIOR LIGHT FIXTURE. SEE ELEVATIONS FOR LOCATIONS. OVERHEAD DOOR HEADER DIMENSIONS ARE TAKEN FROM THE TOP OF ADJACENTFLATSLAB(I.E.ELEV=1W'43')-V F. ALL ROOFTOP VENTS AND SIMILAR PROTRUSIONS MULES PAINTED TO MATCH THE ROOF COLOR. ALL BUILDING MOUNTED METERS WILL BE PAINTED TO MATCH THE WALL COLOR. • INCLUDE CONTROL JOINTS IN MASONRY: FOR VERTCAL CONTROL JOINTS PROVIDE EITHER (1)JOINT AT CORNER OR (2)JOINTS SPACED NO MORE THAN 25 FEET APART AROUND CORNERS. SHORTER DISTANCES BETWEEN CONTROL JOINTS IS PERMISSIBLE. PROVIDE SHELF ANGLES WHERE BRICK VENEER EXCEEDS 3U' MOVE FOUNDATION AND AT EVERY SUBSEQUENT FLOCK ABOVE 30, AT WINDOW HEADS AS OCCUR. REFER TO ELEVATIONS FOR PROPOSED CONTROL JOINT LAYOUT, INCLUDE LAYOUT IN ELEV. SHOP DRAWINGS. BUILDING COLORS KEYNOTES CMU BASE 1: GRAPHITE, SPUTFALE BY BASALITE BRICK VENEER I: ALPHINE ASH BY SUMMIT 4%8X16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE BRICK COMPANY BRICKVENEER2 ONYX SMOOTH BY SUMMIT MASONRY CONTROL JOINT BRICK COMPANY 4"CEMENTITIOUS SIDING SW 7046 ANONYMOUS B'CEMENTITIOUS SIDING SW6071 POPULAR GREY CEMENTITOUS TRIM. SW 7048 URBANE BRONZE FLATLOCK METAL PANELS: PIGMEN TO BLUE BY VM LNC ASPHALTSHINGLES: CHARCOAL BY GAF ROYAL BUILDING SIGNAGE BY OTHERS. RE: ELEC B STRUCT FOR ADDITIONAL INFORMATION 2234 SOFFITISOVEREIGN SW 7014 ELDER HITE RALINFASCW: RAILINGS: BRONZE SW 7048 URBANE BRONZE URBANE GUTTER: SW 7048 URBANE BRONZE METALDINDOW11 7048 URBANE BRONZE VINYLEOVERHEAD BRONZESW BRONZE OVERHEAD DOOR BLACK SUNSHADES: BLACK THRU-WALLCONDENSING GRILLES: PAINT TO MATCH FIELD PAINT TO MATCH FIELD GARAGE OPENING GARAGEOPENINAMINQSCREENS : BLACK STOREFROM FPAMING: BRONZE N KEY PLAN (t A+ PROJECT KEYNOTES NO. NOTE 4.1 BRICK VENEER -MOEXLAR SIZE, RUNNING BOND, ALPINE ASH, SUMMIT BRICK CO. 4.6 4%8X16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 4.7 BRICK VENEER -MODULAR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMIT BRICK CO. 4.10 MASONRY CONTROL JOINT 7.14 CEMEN7171OUS IAP SIDING, 4"EXPOSURE 7.15 GEMEN7171OUS IAP SIDING, 8"EXPOSURE 7.16 CEMENT171OUS BOARD: SMOOTH 7.25 ASPHALT SHINGLES, MFR', CHARCOAL 16.35 HORIZONTAL TERMINATION VENT CAP FOR FIRE PLACE IN{INEPOWER VENT, INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS. 16.39 BUILDING SIGNAGE BY OTHERS. RE: ELEC B STRUCT FOR ADDITIONAL INFORMATION 2234 LANES TOUNGE OVERFLOW ROOF MAIN OUTLET: RE: PLUMBING 231 RADON MITIGATION SYSTEM EXHAUST RISER A VENT N KEY PLAN (t A+ PROJECT KEPHART community • planning aarchitecture 25M WAWUTSTREET DENVER, COLORADO ISMS xww.bpM1eRmm Z LU MM /� LL O 00 .jO P W wc F- C) LL FEMEEEEE Q LLI Q D /w V! l� O O = IV1l1 W U _ W 0 > C� t1OF COLO �O U N 037 4 �SFD ARC`F. 03.25.2021 0,Data Issue NAM PEIRM UBMITTK ,1 1No0 e n D mrm DJV Pmgd Designer DMB N 08.28.2020 Job Number eeeeee 218094 Domen By eeeeee RB JT CT CBxked By eeeeee DMB E 19 (17s) (15s) (13s) (11S) T5 All 1.0 f IE IIII^I• .I® "1 •_ 11 [0) _ o� —mllll�;19111� � �I Ililul�u�i � ,J� lip] C _I— III�il1 IIIC 91 � ■ .�_'�� � F[•J�� ��� IIII _ —��£� !� �o IIo� 11 7 Io o� ••CSI I C QLD% o CSIs 1 7 - "Al Fla. C I I I VIII! I IIAI� III :�:Iilllli=� � I�IIIIIIIIIIII ��; ,_ o Cele I'M Le,u� AL � dlki 1I18'llllllA_;, 1/16" ® _ _ 6" GEMENTITIOUS SIDING - SW W17 POPULAR GRAY _ PARAPET 1: 14T-8311 4MX16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE BRICK VENEER -ALPINE ASH —_LEVELS: 144'-6314" ROOF PLATE: 144'-0 4' BRICK VENEER S STANDARD ACCENT -ONYX SMOOTH 99'-2"� 4 2 CMU BASE- BASALITE. SPLITFACE. GRAPHITE 9'-2• 99'.2- 1/16" = 1'-0" 1/161, = 1'-0" © © a 10 a� IJ_ _ 11 11MI I_ IYIIIWIN E — NO 111111 IaI ICS B:-tlNOMINEES� I Ol I54 1 L°0 IID -ME W IN til (IIII a liililliil NiVIIVfIi Illi � Ni! �i IIII 0 I'lo m I� "� � ��.7 � � � 7� �� � �-- ®�AM _ ® _ _ 6" GEMENTITIOUS SIDING - SW W17 POPULAR GRAY _ PARAPET 1: 14T-8311 4MX16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE BRICK VENEER -ALPINE ASH —_LEVELS: 144'-6314" ROOF PLATE: 144'-0 4' BRICK VENEER S STANDARD ACCENT -ONYX SMOOTH 52 CMU BASE- BASALITE. SPLITFACE. GRAPHITE LEVEL 5: 144'1314" ASPHALTROOFSHINGLES-CHARCOAL 87CEMENTITIOUS SIDING SW607I POPULAR GREY CEMENTITOUS TRIM: SW 7048 URBANE BRONZE RATLOCK METAL PANELS: PIGMEN TO BLUE BY VM LNC ROOF PLATE: I" O 4" CHARCOAL BY GAF ROYAL EXTERIOR WALL SCONCE LIGHT FUTURE; RE: ELECTRICAL. SOVEREIGN SOFFITFASCW: SW 7014 ELDER WHITE RAILINGS: SW 7048 URBANE BRONZE 4: 133_1151 _LEVEL 4:133'-1151W METALDOWNSPOUTS: SW 7048 URBANE BRONZE VINYLWINDOW: BRONZE OVERHEAD DOOR: BLACK SUNSHADES: BLACK THRU-WALL CONDENSING GRILLES: _LEVEL MECHANICALVENTS: PAINT TO MATCH FIELD GARAGE OPENING SCREENS: BLACK STOREFRONTFRAMING: BRONZE F 502 LLI 1QI W w V! l� O LEVEL 3: 123.1Wrl O = IV1l1 W U _ W 0 > W n z LEVEL 3:123'-3314 01 — O — —'— LEVEL 2: 112'-7 7l1 U N v oz 037 4 n� �SFD ARC`F. RIA uBMInK1 w o K03.25.2021 be — — — — LEVEL 2:112'-] 71W q 0 a DJV _ LEVEL 1_100'-0 DMB Date eleele 08.28.2020 Job Number 218094 Mummy RB JT CT x044 By eleele DMB oz n o OVERALL 0 ELEVATIONS Sheet N�mSer A3-1.1 — BASEMENT: 89'-25/8 'IJ 'Q_ LEVEL I. 100'-0" _-- _ ® _ _ 6" GEMENTITIOUS SIDING - SW W17 POPULAR GRAY _ PARAPET 1: 14T-8311 4MX16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE BRICK VENEER -ALPINE ASH BRICK VENEER 2: BRICK VENEER S STANDARD ACCENT -ONYX SMOOTH MASONRY CONTROL JOINT CMU BASE- BASALITE. SPLITFACE. GRAPHITE LEVEL 5: 144'1314" ASPHALTROOFSHINGLES-CHARCOAL 87CEMENTITIOUS SIDING SW607I POPULAR GREY CEMENTITOUS TRIM: SW 7048 URBANE BRONZE RATLOCK METAL PANELS: PIGMEN TO BLUE BY VM LNC ROOF PLATE: I" O 4" CHARCOAL BY GAF ROYAL EXTERIOR WALL SCONCE LIGHT FUTURE; RE: ELECTRICAL. SOVEREIGN SOFFITFASCW: SW 7014 ELDER WHITE RAILINGS: SW 7048 URBANE BRONZE 4: 133_1151 SW 7048 URBANE BRONZE METALDOWNSPOUTS: SW 7048 URBANE BRONZE VINYLWINDOW: BRONZE OVERHEAD DOOR: BLACK SUNSHADES: BLACK THRU-WALL CONDENSING GRILLES: _LEVEL MECHANICALVENTS: PAINT TO MATCH FIELD GARAGE OPENING SCREENS: BLACK STOREFRONTFRAMING: BRONZE F QQ LLI 1QI W D V! l� O LEVEL 3: 123.1Wrl O = IV1l1 W U _ W 0 > W �er- 01 — —'— LEVEL 2: 112'-7 7l1 U N v o 037 4 n� �SFD ARC`F. RIA uBMInK1 K03.25.2021 be — q _ DJV _ LEVEL 1_100'-0 DMB Date eleele 08.28.2020 Job Number 218094 Mummy RB JT CT x044 By eleele DMB Tina OVERALL BUILDING ELEVATIONS Sheet N�mSer A3-1.1 — BASEMENT: 89'-25/8 'IJ 'Q_ IS OF BRICK LEDGE MATERIAL LEGEND ® 4" GEMENTITIOUG SIDING - SW 7046 ANONYMOUS ® 6" GEMENTITIOUS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 7048 URBANE BRONZE 4MX16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE BRICK VENEER -ALPINE ASH BRICK VENEER 2: BRICK VENEER S STANDARD ACCENT -ONYX SMOOTH MASONRY CONTROL JOINT CMU BASE- BASALITE. SPLITFACE. GRAPHITE 4"CEMENTITIOUS SIDING: ASPHALTROOFSHINGLES-CHARCOAL GENERALNOTES PROVIDE METAL FLASHINGDRIP CAP OVER ALL DOORS AND WINDOWS AND AS OTHERWISE INDICATED. PROVIDE METAL WALL FLASHING AT ALL ROOFANALL TRANSITIONS. BUILDING SIGNAGE, 8- HIGH LETTERS ON A CONTRASTING BACKGROUND. TWO LOCATIONS MIN. PER BUILDING. COORDINATE FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. • PROVIDE STONE J80X ACCESSORY Q STONE OR FLAT TRIM @ SIDING FOR EXTERIOR LIGHT FIXTURE. SEE ELEVATIONS FOR LOCATIONS. OVERHEAD DOOR HEADER DIMENSIONS ARE TAKEN FROM THE TOP OF ADJACENT FLAT SLAB (IF ELEV. 1 W'-0')- V.1 R ALL ROOFTOP VENTS AND SIMILAR PROTRUSIONS WILL BE PAINTED TO MATCH THE ROOF COLOR. ALL BUILDING MOUNTED METERS WILL BE PAINTED TO MATCH THE WALL COLOR. • INCLUDE CONTROL JOINTS IN MASONRY: FOR VERTICAL CONTROL JOINTS PROVIDE EITHER (1)JOINT AT CORNER O2 (2)JOINTS SPACED NO MORE THAN 25 FEET APART AROUND CORNERS. SHORTER DISTANCES BETWEEN CONTROL JOINTS IS PERMISSIBLE. PROVIDE SHELF ANGLES WHERE BRICK VENEER EXCEEDS 30' PROVE FOUNDATION AND AT EVERY SUBSEQUENT FLOCK ABOVE 30, AT WINDOW HEADS AS OCCUR. REFER TO ELEVATIONS FOR PROPOSED CONTROL JOINT LAYOUT, INCLUDE LAYOUT IN ELEV. SHOP DRAWINGS. BUILDING COLORS KEYNOTES CMU BASE 1: GRAPHITE, BPLITFACE BY BASHLITE BRICK VENEER I: ALPHINE ASH BY SUMMIT 4MX16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE BRICK COMPANY BRICK VENEER 2: ONYX SMOOTH BY SUMMIT MASONRY CONTROL JOINT BRICK COMPANY 4"CEMENTITIOUS SIDING: SW 7046 ANONYMOUS 87CEMENTITIOUS SIDING SW607I POPULAR GREY CEMENTITOUS TRIM: SW 7048 URBANE BRONZE RATLOCK METAL PANELS: PIGMEN TO BLUE BY VM LNC ASPH4LTSHINGLES: CHARCOAL BY GAF ROYAL EXTERIOR WALL SCONCE LIGHT FUTURE; RE: ELECTRICAL. SOVEREIGN SOFFITFASCW: SW 7014 ELDER WHITE RAILINGS: SW 7048 URBANE BRONZE GUTTER: SW 7048 URBANE BRONZE METALDOWNSPOUTS: SW 7048 URBANE BRONZE VINYLWINDOW: BRONZE OVERHEAD DOOR: BLACK SUNSHADES: BLACK THRU-WALL CONDENSING GRILLES: PAINT TO MATCH FIELD MECHANICALVENTS: PAINT TO MATCH FIELD GARAGE OPENING SCREENS: BLACK STOREFRONTFRAMING: BRONZE N KEY PLAN (t A+ PROJECT a KEYNOTES NO NOTE 4.1 BRICK VENEER -MOWIAR SIZE, RUNNING BOND, ALPINE ASH, SUMMIT BRICK CO. 4.6 4MX16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 4.7 BRICK VENEER -MODULAR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMIT BRICK CO. 4.10 MASONRY CONTROL JOINT 7.14 CEMENTITIOUS IAP SIDING, 4"EXPOSURE 7.15 GEMENTITIOUS IAP SIDING, 8"EXPOSURE 7.16 CEMENTITIOUS BOARD; SMOOTH 735 ASPHALT SHINGLES, MFRCHARCOAL 16.39 BUILDING SIGNAGE BY OTHERS. RE ELEC B STRUCT FOR ADDITIONAL INFO2MATON 28.13 EXTERIOR WALL SCONCE LIGHT FUTURE; RE: ELECTRICAL. N KEY PLAN (t A+ PROJECT a IN KEPHART wernmunity • planning •architecture 25M WALNUT STREET DENVER, COLORADD Ml .....,.mH�nmm U) Z LU MM � LL O J 00 O •� Z C) F QQ LLI 1QI W D V! l� O O = IV1l1 W U _ W 0 > W �er- 01 t1OF COLO �o U N 037 4 n� �SFD ARC`F. RIA uBMInK1 K03.25.2021 r DJV Pmgd Designer DMB Date eleele 08.28.2020 Job Number 218094 Mummy RB JT CT x044 By eleele DMB Tina OVERALL BUILDING ELEVATIONS Sheet N�mSer A3-1.1 Ee 70 I \ He J Me Oe 2 2 1 1 2 2 A0.1.1 A6-2.2 A83.1 A0.1.2 A8-1.15 -1.14 4'10 ].15 4A T4.11 d.1 410 510 8.4 0.10 L18 ].R I I I I I I I I ROOF PLATE: 144'-0 314' �yN�pry0'0 1I B I= OF O ° o B m O I C O. 7 III I $F1E & � SF1D $F1F m p m 99'41' 2 A44.1 FYARD EAST ELEVATION I OI AO O I O O O O O O O,m O 0 A m kSFI nu A]-B.B VE PENDING- 120 SF1N 119 SF1M too o $F,P I SF10 0 ° o SF1A L L n O 4.] 41 122 59 t t 93 9949 2 AB -1.Z A68.1 A41.2 AB -1.14 3s 4s 5 6 3 Ad1.0 15 .Bl 1.14 7.15 19 11 5.6 5.6 ,16 7.18 ZS I 1E 502 O O A I �'ID m soz (n) 10 O Q O B o C 'a Ti 0 f ° b m o D be - 02 C O N° O O N 122 K IF 113 m-� I - I -�- - 4 - LEVEL 4:133'-115I8� o B � _ - - -LEVEL 3: 12T 3W4" ONYX SMOOTH BY SUMMIT BRICK VENEER 8 STANDARD ACCENT- ONYX SMOOTH BRICK COMPANY CMU BASE- BASALITE. SPLITFACE. GRAPHITE -LEVEL 2: 112'-77/8 $F,L CEMNTROUSTRIM: SW7048URBANEBRONZE LEVEL 1_100'-0 991 PLATE: 144'_0 3/4� :VEL 4: 133'-11 W& EVEL 3:12X-3 " :123'3" EVEL 2: 12: 11r_7 701.& LEVEL 1: 100' MATERIAL LEGEND ® 4" GEMENTITIOUS SIDING - SW ]M6 ANONYMOUS ® 8" GEMENTITIWS SIDING - SW W17 POPULAR GRAY _ CEMENTITICUS TRIM- SW 7048 URBANE BRONZE BRICK COMPANY BRICK VENEER -ALPINE ASH ONYX SMOOTH BY SUMMIT BRICK VENEER 8 STANDARD ACCENT- ONYX SMOOTH BRICK COMPANY CMU BASE- BASALITE. SPLITFACE. GRAPHITE SW 7046 ANONYMOUS ASPHALTROOFSHINGLES-CHARCOAL GENERAL NOTES - PROVIDE METAL P-ASHINGIDRIP CAP OVER ALL DOORS AND WINDOWS AND AS OTHERWISE INDICATED. - PROVIDE METAL WALL FLASHING AT ALL ROOFNNALL TRANSITIONS. - BUILDING SIGNAGE. V HIGH LETTERS ON A CONTRASTING BACKGROUND. TWO LOCATIONS MIN. PER BUILDING. COORDINATE FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY - PROVIDE STONE J -BOX ACCESSORY @ STONE OR FAT TRIM@ SIDING FOR EXTERIOR LIGHT FIXTURE, SEE ELEVATIONS FOR LOCATIONS. • OVERHEAD DOOR HEADER DIMENSIONS ARE TAKEN FROM THE TOP OF ADJACENT FIAT SIAB(IE. ELEV. 100'.0")-KI.F. - ALL ROOFTOP VENTS AND SIMILAR PROTRUSIONS WILL BE PAINTED TO MATCH THE ROOF COLOR. - ALL BUILDING MOUNTED METERS WILL BE PAINTED TO MATCH THE WALL COLOR. • INCLUDE CONTROL JOINTS IN MASONI FOR VERTICAL CONIROL JOINTS PROVIDE EITHER (1) JOINT AT CORNER OR (2) JOINTS SPACED NO MORE THAN 25 FEET APART AROUND COMERS. SHORTER DISTANCES BETWEEN CONTROL JOINTS IS PERMISSIBLE. PROVIDE SHELF ANGLES WHERE BRICK VENEER EXCEEDS 30ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLOOR ABOVE 30', AT WINDOW HEADS AS OCCUR. PETER TO ELEVATIONS FOR PROPOSED CONTROL JOINT LAYOUT, INCLUDE LAYOUT IN ELEV. SHOP DRAWINGS. BUILDING COLORS NO. CMU BASE 1: GRAPHITE, SPLITFACE BY BASNUTE BRICK VENEER I: ALPHINE ASHBY SUMMIT BRICK VENEER SOLDIER COURSE- MODULAR SIZE; ONYX SMOOTH, SUMMIT BRICK CO. RE: SIA74.0 FON CORBELL BRICK COMPANY BRICK VENEER 2: ONYX SMOOTH BY SUMMIT BRICK VENEER -MODULAR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMITBRICKCO. BRICK COMPANY 4' CEMENTRN]US SIDING: SW 7046 ANONYMOUS 8'CEMENTNIOUS SIDING: SW 6071 POPULAR GREY CEMNTROUSTRIM: SW7048URBANEBRONZE FLATLCCKMETALPANELS: PIGMEN TO BLUE BYVM ZINC ASPHALTSHINGLES: CHARCOAL BY GAF ROYAL CEMENTITIOUS LAP SIDING, 4'EXPOSURE SOVEREIGN SOFFITIFASCIA: SW 7014 ELDER WHITE RAILINGS: SW7040URBANEBRONZE GUTTER: SW 7040 URBANE BRONZE METAL DOWNSPOUTS: SW 7048 URBANE BRONZE VINYLWINDOW: BRONZE OVERHEAD DOOR: BLACK SUNSHADES: BLACK THRU-WALLCONDENSING GRILLES: PAINT TO MATCH FIELD MECHANIC& VENTS: PAINT TO MATCH FIELD GARAGE OPENING SCREENS: BLACK STOREFRONT FRAMING: BRONZE KEYNOTES NO. NOTE 4.1 BRICK VENEER -MOWLIR SIZE. RUNNING BOND. ALPINE ASH. SUMMIT BRICK CO. 4.4 BRICK VENEER SOLDIER COURSE- MODULAR SIZE; ONYX SMOOTH, SUMMIT BRICK CO. RE: SIA74.0 FON CORBELL 4.6 4%8X18 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 4.7 BRICK VENEER -MODULAR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMITBRICKCO. 4.10 MASONRY CONTROL JOINT 4.11 MASONRY SHELF ANGLE CONT. WHERE BRICK VENEER EXCEEDS 30' ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLOCK ABOVE 30' 5.6 METALRAILINGFOWDERCOATED 5.9 METAL POOL FENCEPOWDERCOATED 5.10 PARTAL HEIGHT METAL FAILINGPOWDERCOATED 7.14 CEMENTITIOUS LAP SIDING, 4'EXPOSURE 7.15 CEMENTITIOUS WP SIDING, 8' EXPOSURE 7.16 CEMENTIFFOUS BOARD; SMOOTH 7.20 PRE -FINISHED METAL GUTTER; SW END URBANE BRONZE 7.21 PRE -FINISHED METAL DOWNSPOUT; SW 7048 URBANE BRONZE 7.22 CEMENTMOAFMCWlX10:SW7014ELDERWHITE 7.25 ASPHALTSHINGLES,MFRCHARCOAL 7.29 COMMUNIQUE FRIEZE BOARD 1X12 8.3 ALUMFRAMED EMRANCE I STOREFRONT I BRONZE VINYL BRONZE 22.24 U. LAMBS TOWAGE OVERFLOW ROOF DRAIN EE; Re PLUMBING TOUNGWILOWEWROOF; 26.13 EXTERIOR WPLL SCONCE LIGHT FIXTURE; E ELELECTaICAL. EXTERIORR N KEY PLAN (t A+ PROJECT 111 ,, I♦ PBH A R TR community nning a 35M WALNUT STREET DENVER, COLORADO MOMS xww.bpM1eRmm Fennell Z W M \' 04i.-51 LL0 _J CO Fission j P wc IO1 W gyp/ C LL Q W Q LU T. /A� /w V! D l� O O =U IV1l1 W _ W 0 > W l co 'IT I'IN` E� SOF CO4O 0 N 037 4 n� �SFD ARC`F. 03.25.2021 No. DBiB INauB 1a.16.1a 100%W a91e.2D FERM Fu it e n D MR r DJV Pmgd Oeei9ner DMB Due 08.28.2020 Job N umber eeeeee 218094 Domen By RB JT CT ChxEM4 By eeeeee DMB The ENLARGED ELEVATIONS Sheet Number A3-2.0 ti 1 ROOF PLATE: 144'-0 3l4& \ ® O ® SE CEMENTITIOUS SIDING- SW6017POPULARGRAY 1 CEMENTTTIOIS TRIM- SW 7048 URBANE BRONZE 46 LEVEL 4: 133'-115/8" BRICK VENEER 2: BRICK VENEER B STANDARD ACCENT -ONYX SMOOTH b CMU BASE- BASALITE, SPLITFACE, GRAPHITE O ASPHALT ROOF SHINGLES - CHARCOAL B"CEMENTITIOUS SIDING GENERALNOTES v AND AS OTHERWISE INDICATED. PROVIDE METAL WALL FLASHING AT ALL ROORWALL TRANSITIONS. BUILDING SIGNAGE, SE HIGH LETTERS ON A CONTRASTING BACKGROUND. TWO LOCATIONS MIN. PER BUILDING. COORDINATE -I �IIII LEVEL 3: 123'-33/4" PROVIDE STONE J60X ACCESSORY @ STONE O2 FLAT TRIM ® SIDING FOR EXTERIOR LIGHT FIXTURE, SEE ELEVATIONS FOR LOCATIONS. OVERHEAD DOOR HEADER DIMENSIONS ARE TAKEN FROM THE TOP OF ADJACENT FLAT SLAB Q.E. ELEV =100'-0')- V.I.F. O MATCH THE ROOF COLOR. ALL MOUNTED METERS WILL BE PAINTED TO MATCH THE OG WALL COLOR. a JOINTS PROVIDE EITHER ADJOINT AT OR (.)JOINTS SPACED NDRNER NOMORE FEET TER S BE W ENCONARTARWTSISPE PERMISSIBLE. PRO DISTANCES BETWEEN CONTROL JOINTS PERMISSIBLE. PROVIDE SHELF EXCEEDS WHEREBRICKVENEERTFLOABOVE LEVEL2: 112'd7/8" WINDOW HEADSLA OCCUR. REFER TO ELEVATIONS FOR PROPOSED CONTROL JOINT LAYOUT. INCLUDE LAYOUT IN ELEV. SHOP DRAWINGS. 238 PAINT TO MATCH FIELD MECHANICALVENTS: PAINT TO MATCH FIELD GARAGE OPENING SCREENS: BLACK STOREFRONT FRAMING: N F 1186 W LEVEL 1: 100'-0" PARTIAL COURTYARD WEST 5 1/811=11-01, Oe I R S z A4 -1s I I ROOF PLATE: 144'-0 W44r LEVEL 4 -133' -ll 5/88 - LEVEL 3:12S jM" LEVEL 2: 117d 7� LEVEL 1: 100'00' 1/8" = 1'-0" I? ROOF PLATE: 144'-0 W4r LEVEL 4: 133'-11� LEVELS 123'-3 W4� _ LEVEL 2: 117-77/8' LEVEL 1_100'0'* PARTIAL COURTYARD NORTH PLATE: 1"'.0 3/4' VEL4:133'-115/8" er� E t aaalKl�rxleaTelr� E EVEL 2:112'-7 7/8" E M1 LEVEL 1:100'-0 (15s) (13s) T T MATERIAL LEGEND ® 4- CEMENTITIOUS SIDING- SW 7046 ANONYMOUS ® SE CEMENTITIOUS SIDING- SW6017POPULARGRAY _ CEMENTTTIOIS TRIM- SW 7048 URBANE BRONZE 46 BRICK VENEER -ALPINE ASH BRICK VENEER 2: BRICK VENEER B STANDARD ACCENT -ONYX SMOOTH 4.10 CMU BASE- BASALITE, SPLITFACE, GRAPHITE r CEMENTITIOUS SIDING: ASPHALT ROOF SHINGLES - CHARCOAL B"CEMENTITIOUS SIDING GENERALNOTES PROVIDE METAL FLASHINGIDRIP CAP OVER ALL DOORS AND WINDOWS AND AS OTHERWISE INDICATED. PROVIDE METAL WALL FLASHING AT ALL ROORWALL TRANSITIONS. BUILDING SIGNAGE, SE HIGH LETTERS ON A CONTRASTING BACKGROUND. TWO LOCATIONS MIN. PER BUILDING. COORDINATE FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. PROVIDE STONE J60X ACCESSORY @ STONE O2 FLAT TRIM ® SIDING FOR EXTERIOR LIGHT FIXTURE, SEE ELEVATIONS FOR LOCATIONS. OVERHEAD DOOR HEADER DIMENSIONS ARE TAKEN FROM THE TOP OF ADJACENT FLAT SLAB Q.E. ELEV =100'-0')- V.I.F. ALL ROOFTOP VENTS AND SIMILAR PROTRUSIONS WILL BE PAINED TO MATCH THE ROOF COLOR. ALL MOUNTED METERS WILL BE PAINTED TO MATCH THE OG WALL COLOR. INCLUDEUDE CONTROL JOINTS IN MASONRY: FOR VERTICAL CONTROL JOINTS PROVIDE EITHER ADJOINT AT OR (.)JOINTS SPACED NDRNER NOMORE FEET TER S BE W ENCONARTARWTSISPE PERMISSIBLE. PRO DISTANCES BETWEEN CONTROL JOINTS PERMISSIBLE. PROVIDE SHELF EXCEEDS WHEREBRICKVENEERTFLOABOVE FOUNATION AND FOUNDATION AN DATEVERTREFER TOELEFLOCKABOVERO AT WINDOW HEADSLA OCCUR. REFER TO ELEVATIONS FOR PROPOSED CONTROL JOINT LAYOUT. INCLUDE LAYOUT IN ELEV. SHOP DRAWINGS. BUILDING COLORS NO. CMU BASE 1: GRAPHITE, SPLITFACE BY BASALITE BRICK VENEER I: ALPHINE ASH BY SUMMIT 46 BRICK COMPANY BRICK VENEER 2: ONYX SMOOTH BY SUMMIT 4.10 BRICK COMPANY r CEMENTITIOUS SIDING: SW 7046 ANONYMOUS B"CEMENTITIOUS SIDING SW6071 POPULAR GREY CEMENTITOUS TRIM: SW 7048 URBANE BRONZE FIAT—LOCK METAL PANELS: PIGMEN TO BLUE BY VM LNC ASPHALT SHINGLES: CHARCOAL BY GAF ROYAL 716 SOVEREIGN SOFFI IPASCIA: SW 7014 ELDER WHITE RAILINGS: SW 7048 URBANE BRONZE GUTTER: SW 7048 URBANE BRONZE METAL DOWNSPOUTS: SW 7048 URBANE BRONZE VINYLWINDOW: BRONZE OVERHEAD DOOR: BLACK SUNSHADES: BLACK THRU-WALL CONDENSING GRILLES: PAINT TO MATCH FIELD MECHANICALVENTS: PAINT TO MATCH FIELD GARAGE OPENING SCREENS: BLACK STOREFRONT FRAMING: BRONZE (11s) Aa1.o As1A KEYNOTES NO. NOTE 41 BRIM VENEER -MODULAR SEE, RUNNING BOND, ALPINE ASH, SUMMIT BRICK CO. 43 BRIM VENEER -MODULAR SIZE, ROWLOCK, ONYX SMOOTH, SUMMIT BRICK CO. 46 08X15 CONCRETE MASONRY UNIT, WITH PRECASTWATERTABLE 47 BRICKVENEER-MODULAR SIZE, STANDARD ACCENT. ONYX SMOOTH. SUMMITBRICKCO. 4.10 MASONRY CONTROL JOINT 4.11 MASONRY SHELF ANGLE CONT. WHERE BRICK VENEER EXCEEDS 30' ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLOOR ABOVE 30' 56 METAL RAIUNGPOWDER COATED 5.10 PARTIAL HEIGHT METAL RAWNG-POM/DER COATED 7.14 CEMENTITOUS U3 SIDING, 4" EXPOSURE 715 CEMENTITOUS U3 SIDING, T EXPOSURE 716 CEMENTITOUS BOARD; SMOOTH 720 PRE -FINISHED METAL CUTTER; SW 7048 URBANE BRONZE 721 PRE -FINISHED METAL DWINSPOR; SW RAS URBANE BRONZE 722 CEMENTTIOUS FASCIA 1X10; SW 7014 ELDER WHITE 725 ASPHALT SHINGLES, MFR CHARCOAL 728 CEMENTITIOUS FRIEZE BOARD 1 X12 SA VINYL WINDOW W/ LOW E GLAZING: BRONZE 22.24 LAMB'S TOUNGE OVERFLOW ROOF DRAIN OUTLET,RE. PLUMBING 23.8 WALL VENT TERMINATION 26.13 EXTERIOR WALL SCONCE LIGHT FIXTURE; RE: ELECTRICAL. N 2 KEY PLAN®Z PROJECT 7s 1/81,= 1'-0" ROOFPLATE 1"':i3/4" -� LEVEL 4: 133'-11 5/8" LEVEL 3_123'3 3/44" LEVEL 2_112'-7 7/88" LEVEL 1:-100'-0" 111 �� ■ KEPHART community • planning aarchitacturs 25M WAWUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) Z M M 5W O 00 .jO F— w w C) F Q W Q= U w C0 l�^ V! OOw =U _ w 0 > rW01 V � SOF C040 B N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,16.19 1110%CO 0928.20 FERN UBMOTAL Y r Ilk a, in O m r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driverh By RS JT CT CIIxME By DMB The ENLARGED ELEVATIONS Sheet Number A3=2 e 1 @� a Nb of w IIfl)M115111i Nw YFW 1 2 2 7.ID 58 7.15 .i8 1a 7.25 SID 7.15 4.1 4.11 5.10 29 TO <I J 7.15 56 a•u' 4•-rc rl l l l l ®'I1 IiIlla! I -M IIIIIIIIIIIIIIII W r 0 O F O O o I I I C m I I l°l I l- I I -1-lull I I I I I I--1--1 III I I I flTl I II'- I ----Ill I - ITpm ai 0 _-- _ 0 O O 0 O O m O K J N J T 1 0 0 M N Y D I b U U �m 1 N Aa12 Aaz.i Y lO ROOF PLATE: 144'-03/4m LEVEL 4: 133'-11 W-& LEVEL 3: 123'3 3/4' LEVEL 2: 112'_77/ LEVEL 1: 100'-0' MATERIAL LEGEND ® 4" GEMENTITIOUG SIDING - SW 7046 ANONYMOUS ® r GEMENTITIOUS SIDING - SW W17 POPULAR GRAY _ CEMENTITIDUS TRIM- SW 7048 URBANE BRONZE BRICK COMPANY BRICK VENEER -ALPINE ASH ONYX SMOOTH BY SUMMIT BRICK VENEER S STANDARD ACCENT -ONYX SMOOTH BRICK COMPANY CMU BASE-BASAUTE. SPUTFACE. GRAPHITE SW 7016 ANONYMOUS ASPH4LTROOFSHINGLES-CHARCOAL GENERALNOTES • PROVIDE METAL FIASHINGrDRIP CAP OVERALL DOORS AND WINDOWS AND AS OTHERWISE INDICATED. • PROVIDE METAL WALL FLASHING AT ALL ROOFNJALL TRANSITIONS. • BUILDING SIGNAGE, V HIGH LETTERS ON A CONTRASTING BACKGROUND. TWO LOCATIONS MIN. PER BUILDING. COORDINATE FINAL LOCATIONS WITH LOCAL FIRE AUTHORITY. - PROVIDE STONE J -BOX ACCESSORY @ STONE OR FIAT TRIM @SIDING FOR EXTERIOR LIGHT FIXTURE, SEE ELEVATIONS FOR LOCATIONS. OVERHEAD DOOR HEADER DIMENSIONS ARE TAKEN FROM THE TOP OF ADJACENT FIAT SLAB O.E. ELEV. 1 W -0'J- V.LF. ALL ROOFTOP VENTS AND SIMILAR PROTRUSIONS WILL BE PAINTED TO MATCH THE ROOF COLOR. ALL BUILDING MOUNTED METERS WILL BE PAINTED TO MATCH THE WALL COLOR. INCLUDE CONTROL JOINTS IN MASONRY: FOR VERTICAL CONTROL JOINTS PROVIDE EITHER (1) JOINT AT CORNER OR (2) JOINT SPACED NO MORE THAN 25 FEET APART AROUND CORNERS. SHORTER DISTANCES BETWEEN CONTROL JOINTS IS PERMISSIBLE. PROVIDE SHELF ANGLES WHERE BRICK VENEER EXCEEDS 30ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLOOR ABOVE W'. AT WINDOW HEADS AS OCCUR. REFER TO ELEVATIONS FOR PROPOSED CONTROL JOINT LAYOUT, INCLUDE LAYOUT IN ELEV. SHOP DRAWINGS. BUILDING COLORS KEYNOTES CMU BASE 1: GRAPHITE, SPLITFACE BY BASALITE BRICK VENEER I: ALPHINE ASH BY SUMMIT 4.7 BRICK COMPANY BRICK VENEER 2: ONYX SMOOTH BY SUMMIT 5.6 BRICK COMPANY PCEMENTITIOUS SIDING: SW 7016 ANONYMOUS Sr CEMENTITIDUS SIDING: SW 6071 POPULAR GREY CEMENTITOUS TRIM: SW 7048 URBANE BRONZE FLATLOCK METAL PANELS: PIGMEN TO BLUE BY VM LNC ASPHALTSHINGLES'. CHARCOAL BY GAF ROYAL 725 SOVEREIGN SOFFITIFASCN: SW 7014 ELDER WHITE RAILINGS: SW 7018 URBANE BRONZE GUTTER: SW 7048 URBANE BRONZE METAL DOWNSPOUTS: SW 7048 URBANE BRONZE VINYLWINDOW: BRONZE OVERHEAD DOOR BLACK SUNSHADES: BLACK THRU-WALL CONDENSING GRILLES: PAINT TO MATCH FIELD MECHANICALVENTS: PAINT TO MATCH FIELD GARAGE OPENING SCREENS: BLACK STOREFRONT FRAMING: BRONZE N KEY PLAN (t A+ PROJECT KEYNOTES NO. NOTE 4.1 BRICK VENEER - MDDULAR SIZE, RUNNING BOND, ALPINE ASH, SUMMIT BRICK CO. 4.7 BRICK VENEER- MODULAR SIZE STANDARD ACCENT, ONYX SMOOTH, SUMMITBRICKCO. 4.11 MASONRY SHELF ANGLE CONT. WHERE BRICK VENEER EXCEEDS 30' ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLOCK ABOVE 30' 5.6 METAL RNUNGPOWDER COATED 510 PARTIAL HEIGHT METAL RAUNG-POWDER COATED 714 CEMENTITIDUS LAP SIDING, 4 -EXPOSURE 715 CEMENTITIOUSIAP SIDING, a"EXPOSURE 716 CEMENTITIDUS BOARD; SMOOTH 720 PREFINISHEDMETAL GUTTER; SW 7048 URBANE BRON2E 725 ASPHALT SHINGLES, MFR; CHARCOAL 7,29 CEMENTIBOUS FRIF7F BOARD 1X12 22.24 TANI TOUNGE OVERFLOW ROOF MAIN OUTIET; RE: PLUMBING N KEY PLAN (t A+ PROJECT KEPHART community • planning aarchilacture 25M WAWOTSTREET DENVER, COLORADO PoMS xww.bpM1eRmm U) Feeeee Z W M \/ 55 LL00 O IO1 W w C) LL Q W Q= LU U � /w� V! C/) OOw =U _ w 0 > W � l L.L SOF CO4O U N 037 4 \�SFD ARC`F� 03.25.2021 No. Date Issue 0828.2) FERITSUBMRTK Y r In D NH DJV Pmgd Designer DMB N 08.28.2020 Job Number 218094 RB JT CT Chattel By DMB Tme ENLARGED ELEVATIONS Sheet Number A31l Ee 1 He K Me Oe R S 2 Sim 2 1 2 Sim 2 A6-1.13 A44.t A6-21 A0.1 1 M-1.2 A6-23 A4-1.2 " _ _ _ _ _ _ _ _ PARAPET 2: 151' - - - - - - - - - - - - - - - PARAPET 1: 147'-83/4 LEVEL 5: 144'-6314" - - - - - - UNIT A2 CORR. UNIT Al I I - UNIT B2 I C R. UNIT 32eI IISROOF PLATE: 144'-0314" A542 A5I1 A5-22 A5-26 ti TTPE'e' PE'B' _ _ _ _ _ _ _ _ _ _ _ _ NPE'B' NPE'B' _LEVEL 4: 1 -J9' -IL" UNIT A2 coRR. UNR AI - I UNIT B2a I C R. UNIT B2eI I AS 22 AS1.1 AS23 A5-24 TYPE'S' PE'B' - TYPE TYPE'S' LEVEL 3:123'-3 3l4 UNITA2 coRR. UNIT Al I I UNIT B2a I I C R. UNIT B2e I I 2 AS12 AS11 A523 AM24 n TYPE'S' PE'B' - - � -� � TTPE'A' • TYPE'S' � LEVEL 2: 112'-]]I6' IY UNIT A2.1 RR. UNIT AI,1 I YOGA AS -1.2 AS -,d I - TYPE'B' vPE'e' - - _ _ - - _ -I I - LEVEL 1: 100'100'4 C R. UNIT B2e' A5=24 I I _- - - - - - - - rvPE'13 _BASEMENT: 89'85/4 A4-1.1 AS2.1 A44.1 g44.2 PA -1.2 BUILDING SECTION 3 3 1/16" = 11-011 A B ' Me Oe Qe R !' Sim 2 Sim � 1 1 2 t Sim 2 AB -1.5 A0.1.1 A62.1 A85.3 A441 A44 2 2 Sim 2 -1 A6,.12 "- -" ABz4 _ "- _PARAPET 2_151'-3" PARKING GARAGE LS - - - - - - PARAPET 1 14x.6 y - - ,1,�--- --- ----- - - 7 -LEVEL 5: 144'-6 3/ UNIT 32e I CORR. I 1 L R. UNIT B2e m ROOF PLATE: 144'-0314" I 77 I PARKING GARAGE L4 I A5 2 a I -I TYPF'B' - I I _ TYPE 'B' _ - - a LEVEL 4: 133_-11 5r8� UNIT B2e coag. I I , I L R. UNIT 32e I I A524 PARKING GARAGE L3 AS -24 TYPE'B' I OPEN I I OPEN TYPE'B' b - -I- TC -TO LEVEL 3: 123'3314" UNIT B2e CORR. SKY I I i SKv I C R. UNIT B2e I AS PARKING GARAGE L2 / M24 6 -i - TTPE'B' I I TYPE'S _ -LEVEL 2: 112'-]]/8� I I GARAGE ENTRY I I PARKING GARAGE L1 I c R. I H I I --- I Miller"- I I I - LEVEL 1_100'-0& PARKING GARAGE LO i c I R. UNAS IT i m - - - - - - TYPE'6' BASEMENT: 89'-25/8" ---- -o - - - -- - - - - � - 1 1 2 1 2 A0.1.1 A62.1 Aat1 A4-1.2 PA -i2 BUILDING SECTION 2 2 1/16" = 1'-0'• �AB / R S 2 Sim AS 1E A41.1 A4-1.1 A4-1.2 AS3.2 A4-1. 2 Sim AGvn PARKING GARAGE L5- - - - - - _ _ _ _ r _ PARAPET t 14r -e 3/ _ - - - _-_-_- _-_-_- - -LEVELS: 144'-63/4 AD- - a - AD j3 I\ ROOF PLATE: WHO 3/4" qs-1.a CORR. I PARKING GARAGE L4 I I CORRIDOR AS 1 u rvPE'B' TYPES' 4- LEVEL4: 133_115/85 I A0� rn OPEN PARKING GARAGE L3 I I 7 A5-1 0. CORR. N w _ I I CORRIDOR As1 u irvPE'B' WI Q SKY - TYPE a' I LEVEL 3: 123'-33/4 5--0 Ieeer-w r� PARKING GARAGE L2 DTON 5U I I q5-1.0 CORR. �a I I SKY CORRIDOR aSTo TVPE'B" r - - - - - - - TYPES I-LEVEL2: 112'-]]/87/� A0,7 TRASH COLLECTION w A5 -1.o CORR. PARKING GARAGE Ll N I I CORRIDOR TYPE B, 130 _ _ - LEVEL 1_100'-0" JOWNER STORAGE UNOCCUPIED I PARKING GARAGE LO I I ELEV LOBBY CORRIDOR As -1 o i I L PE e S BASEMENT: 89'-2 W8� - - - - - - - - - - - - l-- - Li 1 2 1 2 M4.1 A4-1.1 A4 -t2 A4-12 N KEY PLAN (t A+ PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 H UNIT. ROOF TRUSSES, PROVIDE (1) IAYER GWR ON RCDEWXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FROVIDE(2)IAYERSGWB RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) LAYER GWB RC 1 -HR ROOF DECK, CONO. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC CELUkE RC -7 LHR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA UHR METAL FRAMING, PROVIDE (2) LAYERS GWB N KEY PLAN (t A+ PROJECT FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Uaecription FG -1 1 -HR UNIT, 18 -MUSS WI SHIP -1 AND GYPCRETE TOPPING FG -2 1 -HR CORRIDOR, 2x JOIST W/ BATH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FG -0 FIAR BALCONT,15-MAX. TRUSS W/CONCRETETOPPING FC5 FIAR UNIT, 18 -TRUSSES W/ RUTH AND GYPCRETE TOPPING FC8 NR STAIRUilJDING 2x JOIST W/RUTH STAR OVER ADJACENT SHAD AND 314" GYPCRETE TOPPING FC -7 FIAR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FLA 2 -HR MASH, 18' TRUSS W/ SHIT AND GYPCRETE TOPPING FLA FIAR UNIT, 18 -MUSS WI SHn1 AND GYPGRETE TOPPING AND MIN R-251NSUL. N KEY PLAN (t A+ PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WU1a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT WL1b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W@ 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WDM NR 87CONCRETE WALL, RE: STRUCT W4)3b NR 12- CONCRETE WAIT, RE: STRUCT WM NR TCMU WALL W-05 2 -HR FIRE HARRIER B- CMU WALL WE -la FHR EITERIGRWALL-2W WE -ib 1 -HR EITERICRWALL-2x8 WE -1c 1 -HR EITERICRWAII-2a WE -2 THR EXTERIOR WALL -DEW/ GWB ON BOTH SIDES WE3a1 H EXTERIORWALL-(2)2x4 WE3b1 H EXTERIORWALLDEMISING-(JIM WE -3a 1 H EXTERIORWALLDEMISING -(2)2x6 WEJ NR PARAPET2* WE-5 UHR EXTERIOR &MORE BARRIER -2x6 WEG 1 -HR GENERIC WAIT WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x6 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-21R 1/bHR CORRIDOR, FIRE PARTITION-2x6WITHRC WIG 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD FRAMING WLY 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD FRAMING WIGb 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER -3HAFTUNER&WD FRAMING WI4a 2 -HR EXIT ENCLOSURE, FIRE BARRIER -3HAFTUNER&WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER -3HAFTUNER&WD FRAMING WI -5a 2 -HR SHAFTENCLOSURE, FIRE BARRIER -SHAFTLINERW2x WD FRAMING ON ONE SIDE WI -5b 2 -HR SHAFTENCLOSURE,FIREBARRIER-SRA INERW2x WD FRAMING ON ME SIDE Wlbc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD FRAMING ON EACH SIDE W18 2 -HR SHAFT ENCLOSURE, 8 -PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2x WD STUD &GWB ON EACH SIDE WIA 2 -HR FIREWALL- 8'PRELASTCONCRETE WIIlv FIAR EXTERIORWALL-26 WIA 2 -HR FIREWALL - SHAFTLINERONL WIRa 2 -HR FIREWALL -22K DWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE: STRUCT WI -10 NR 8"PRECAST WI -11a FIAR OCCUPANCY SEPARATION, FIRE BARRIER -2W WI -1110 FHR OCCUPANCY SEPARANON, HIRE BARRIER -2x8 WI -110 FHR OCCUPANCY SEPARANON, HIRE BARRIER -2a WI -12a FHR OCCUPANCYSEPAMTION. FIRE BARRIER -(2)2.x8 WALLS WI GWB WI -126 FIAR OCCUPANCY SEPARAngy FIRE BARRIER -(2)2x8 WALLS W/ GWB WI -13a FIAR INT.BERINGWAIL-28 WI -13o FIAR INT.BERINGWAIL-2A WFiN NR INTERIORWALL-2X4 WF14b NR INTERIORWALL-DE 11I -14c NR INTERIORWALL-D8 NT71% 11Y1 -HR FIRE BARRIER -2N WFiW 11Y1 -HR FIRE BARRIER -2a9 WF16e 1 -HR INTERIOR BEARING WALL- 2x4 WL161b THR INTERIOR BEARING WALL -(2)25 WI -16c 1 -HR INTERIOR BEARING WALL -(2)25 WI -17 1 -HR SMO(EBARRIER-2X4 N KEY PLAN (t A+ PROJECT 111 ,, ■ PaH Anning community a TRTrB 25M WALNUT STREET DENVER, COLORADO WOKS .....,.mq�nmm Fennell ZM W M d O 00 Fississis I- IO1 W w C) LL Q W Q= U � /w� V! 0 C/)O Ow =U _ w 0 SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Iseew 1816.19 10Q%CO 0628.20 FERM uBMITTK Sx e n O NH DJV Pmpd Designer DMB m 08.28.2020 Job Number 218094 Eezen By RB JT CT Cba ae ay DMB The BUILDING SECTIONS SM14N Number A4-1.0 %\ I n n s s 6 8n 10 (112n) 2 In Aa1.o AS -2.2 �-}- — EE 'B ITA i 4 11— — — — ILDING SECTI = 11-01. %\ (14n) 2 A410 _ PARKING GARAGE LS 19 A4n.o �I I PARKING GARAGE L3 — — PARKING GARAGE L2 �G GARAGE Li PARKINr GARARF I 0 Sim A5-2.2 YPE'B' NIT B; A5-2.2-2.2 YPE'B' NIT B; A5-2.2-2.2 YPE'B' PARAPET 2: 151'51' PARAPET 1: 147'-8 3/4"'' LEVEL 5: 144'-R 3/4' ROOF PLATE: 144'-0 3/4" _ LEVEL 4: 133'-11 5/8" LEVEL 3 PLATE: 132'-07/8" LEVEL 3:123'-3 3/4" LEVEL 2 PLATE, 121'-9" LEVEL 2: 112'.7 718" m LEVEL 1 PLATE: 111'-11/8" 50 LEVEL 1: 10000'-0" 7s (11s) (13s) (15s) 19 3 Sim 2 1 Sim 1 2 Slm 0 A41.0 AB -2.1 M4.0 ABA.] A8-2.4 PARAPET2:*-831 PARAPET 1: 147=8 3AIr _ _ LEVEL 5: 144'_83/4" UNIT Bae UNIT 83e A&26 UNIT A2 UNIT A2 UNIT B2e UNIT 132e AO - AO As 2s I ROOF PLATE: 144'-03/4' TYPE'5' A412 A412 As2A Asea A59.0 A5-10 TYPES' TYPF'B' TVPF'B' TYPE'B' TYPE'B' TYPE'B' TYPE a _LEVEL 4_133'-115/8" UNIT Bae — UNIT 83e I I m AszB UNIT A2 UNIT Ata UNIT B2e UNIT B2e AO AO "ASzs LEVEL 3 PLATE: 132'-47/8" TYPE'S' A412 A413 Asea Asea AB10 AG1.0 TWER' o rvPF'B' rvPF A' TYPE'B' TYPE'B' TYPED TYPES' I � LEVEL 3:123'33/4' �1 UNITB3e — —_a UNIT B3e — �I —A,2 s UNIT A2 UNIT Ata UNIT le UNIT B2e P- AO AO "As -2s m LEVEL2 PLATE: 121'-e' TYPE'S' A5 2 AS 13 I I AF4 A5 4 N ABI0 AS IR TYPE'B' TYPE'BTYPE'A' , , TYPE'B' TYPE'S' I I TYPE'S' TYPE' _ B' LEVEL 2: 11T-77/8' UNIT 63e,1 UNIT A2.1 UNIT A2.1 UNIT B2e.1 A0.1 A0.171UIT B3e.1 LEVELI PLATE: 111'-11/8" As 20 A5 12 As-iz I AB24 MECH. DRIVE TFIREIWATER I I AF 1 o ns -1 as-2sTYPE'S'TVPE'B' rvPE'B' TYPE'S' 1 TYPE'S' TYPE'S'PE'Bl LEVEL 1:100'-0L& a::BABEMENT PLATE: 98'.33/4' I 3 2 1 AI -to Aa -1.G A4n.D ROOF/CEILING TYPE SCHEDULE MARK PE B DESCRIPTION RC -1 1 H UNIT. RWF TRUSSES, PROVIDE (1) LAYER GWB ON RCDELUXE RC -2 WORK j MAIL RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WE JOIST, PROVIDE (1) GWB BE 1 A ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED RODE TRUSSES RCE 1 H 1 RC-] 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR 3 FLA ' UNIT, 18'MUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-VONSUL. A411 FHR E(TERICRWALL-243 ILDING SECTI = 11-01. %\ (14n) 2 A410 _ PARKING GARAGE LS 19 A4n.o �I I PARKING GARAGE L3 — — PARKING GARAGE L2 �G GARAGE Li PARKINr GARARF I 0 Sim A5-2.2 YPE'B' NIT B; A5-2.2-2.2 YPE'B' NIT B; A5-2.2-2.2 YPE'B' PARAPET 2: 151'51' PARAPET 1: 147'-8 3/4"'' LEVEL 5: 144'-R 3/4' ROOF PLATE: 144'-0 3/4" _ LEVEL 4: 133'-11 5/8" LEVEL 3 PLATE: 132'-07/8" LEVEL 3:123'-3 3/4" LEVEL 2 PLATE, 121'-9" LEVEL 2: 112'.7 718" m LEVEL 1 PLATE: 111'-11/8" 50 LEVEL 1: 10000'-0" 7s (11s) (13s) (15s) 19 3 Sim 2 1 Sim 1 2 Slm 0 A41.0 AB -2.1 M4.0 ABA.] A8-2.4 PARAPET2:*-831 PARAPET 1: 147=8 3AIr _ _ LEVEL 5: 144'_83/4" UNIT Bae UNIT 83e A&26 UNIT A2 UNIT A2 UNIT B2e UNIT 132e AO - AO As 2s I ROOF PLATE: 144'-03/4' TYPE'5' A412 A412 As2A Asea A59.0 A5-10 TYPES' TYPF'B' TVPF'B' TYPE'B' TYPE'B' TYPE'B' TYPE a _LEVEL 4_133'-115/8" UNIT Bae — UNIT 83e I I m AszB UNIT A2 UNIT Ata UNIT B2e UNIT B2e AO AO "ASzs LEVEL 3 PLATE: 132'-47/8" TYPE'S' A412 A413 Asea Asea AB10 AG1.0 TWER' o rvPF'B' rvPF A' TYPE'B' TYPE'B' TYPED TYPES' I � LEVEL 3:123'33/4' �1 UNITB3e — —_a UNIT B3e — �I —A,2 s UNIT A2 UNIT Ata UNIT le UNIT B2e P- AO AO "As -2s m LEVEL2 PLATE: 121'-e' TYPE'S' A5 2 AS 13 I I AF4 A5 4 N ABI0 AS IR TYPE'B' TYPE'BTYPE'A' , , TYPE'B' TYPE'S' I I TYPE'S' TYPE' _ B' LEVEL 2: 11T-77/8' UNIT 63e,1 UNIT A2.1 UNIT A2.1 UNIT B2e.1 A0.1 A0.171UIT B3e.1 LEVELI PLATE: 111'-11/8" As 20 A5 12 As-iz I AB24 MECH. DRIVE TFIREIWATER I I AF 1 o ns -1 as-2sTYPE'S'TVPE'B' rvPE'B' TYPE'S' 1 TYPE'S' TYPE'S'PE'Bl LEVEL 1:100'-0L& a::BABEMENT PLATE: 98'.33/4' I 3 2 1 AI -to Aa -1.G A4n.D KEY PLAN ( A+ PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 H UNIT. RWF TRUSSES, PROVIDE (1) LAYER GWB ON RCDELUXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FROVIDE(2)IAYERSGWB RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WE JOIST, PROVIDE (1) GWB BE 1 A ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED RODE TRUSSES RCE 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC-] 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB KEY PLAN ( A+ PROJECT FLOOR/CEILING TYPE SCHEDULE MARK FIRE BIDDING Ueecrlyrlan FG -1 1 -HR MIT l'MUSS WI SHTH AND GYPCRETE TOPPING FG -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FCS NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FC -0 FIAR BALCONY,15-MAX. TRUSS W/CONCRETETOPPING FC5 FIAR UNIT, 18'TRUSSES W/ SH -Y! AND GYPCRETE TOPPING FC8 NR STAIRUilJDING 2x JOIST W/ SH -Y! JUNE OVER ADJACENT SHIP) AND 314" GYPCRETE TOPPING FC -7 FIAR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FLS 2 -HR MASH, 18' TRUSS W/ SHTH AND GYPCRETE TOPPING FLA FIAR UNIT, 18'MUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-VONSUL. KEY PLAN ( A+ PROJECT WALL TYPE SCHEDULE MARK FIRE RATNG DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W@ 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WDM NR 8"CONCRETE WALL, RE: STRUCT W4)3b NR 12' CMCRETE WALL, RE: STRUCT WM NR TCMU WALL W-05 2 -HR FIRE BNWIER by CMU WALL WE -la FEB E(TERI0RWALL-2W WE -ib FHR E)KTERICRWALL-2X8 WE -1c FHR E(TERICRWALL-243 WE -2 1 -HR EXTERIOR WALL -DEW/ GWB ON BOTH SIDES WE3a1 H EXTERIGRWALL-(2)2x4 WE3b1 H EXTERIGRWALLDEMISING-(z)' WE -3a 1 H EXTERIGRWALLDEMISING-(z)SS WEA NR PARAPET2* WE5 1 -HR EXTERIOR MORE BARRIER -2x6 WEG 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x6 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-2b 1/bHR CORRIDOR, FIRE PARTITION-2x6WITHRO WIG 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WD FRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI4a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WD FRAMING WI5s 2 -HR SHAFTENCLOSURE, FIRE BARRIER-SHAFTUNERW2x WD FRAMING ON ONE SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTUNER W 2x WD FRAMING ON ME SIDE Wl5c 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFRINER&WD FRAMING ON EACH SIDE W143 2 -HR SHAFT ENCLOSURE, m PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2x WD STUD GWB ON EACH SIDE WIA 2 -HR FIREWALL- 8'PRELASTCONCRETE WIIlv FIAR EXTERIORWALL-26 WIA 2 -HR FIREWALL - SHAFTLINERONL WII 2 -HR FIREWALL -22x WIDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE: STRUCT WI -10 I NR IFFIRECAST WI -11a FIAR OCCUPANCYSEPARATON,BREBARRIER-2x4 WI -1110 FEB OCCUPANCYSEPARATON,HREBARRIER-2X8 WI -110 FEB OCCUPANCYSEPARATON,HREBARRIER-2Xtl WI -12a FEB OCCUPANCYSEPARATIXJ. FIRE BARRIER -(2)2.x8 WALLSW/ GWB WI -12b FIAR OCCUPANCYSEPARAPON, FIRE BARRIER -(2)W WALLSW/ GWB WI -13a FIAR INT.BEARINGWAU.-28 WI -13o FIAR INT.BEARINGWAU.-2A WFiN NR INTERIORWALL-2X4 WI -14b NR INTERIORWALL-29 WI -140 NR INTERIORWALL-29 WF15a 11Y1 -HR FIRE BARRIER -2N WFiW 11Y1 -HR FIRE BARRIER -2a9 WI -16a 1 -HR INTERIORBEARINGWALL- 2x4 WL1616 t -HR INTERIOR BEARING WALL -(2)25 WI -IW I 1 -HR I INTERIOR BEARING WALL -(2)25 WI -17 I 1 -HR SMOKE8ARRIER-2X4 KEY PLAN ( A+ PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WAWUTSTREET DENVER, COLORADO WOKS .nn.mPbenmm U) Fennell Z W "' 00 J CO Fississis IO1 W wc G �C�// LL Q Q LLI1QI /Wu V! 0 F - C/) 0 O =U W _ W 0 > W co co I..L 0OF C040 U N 037 4 nF �SFD ARC`F. 03.25.2021 No.LWA Issue tW%CO PERM UBMGMM ra,In Dmre DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Dommi By RB JT CT cb5 5e ay DMB The BUILDING SECTIONS Sbeh Number A4=1 A 49 HOME S GARDEN 19 117si 15s 1 2 A4 -Lo AA -1.D CORRIDORI I CORRIDOR OPEN - - CORRIDOR' TRABH TERM \� PARKING PARKING GARAGE FITNESS ELEC. me —. Jim YOGA I STG PARAPET 2: 151: 15s — �� (17s) (15s) (14n) FIRE RARING DESCRIPTION RC -1 1 H UNIT. RWF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 ROOFPLATE:144'-03/4' RC -3 a A4-1. RCA 1-HRMR C-2 RO-5 LEVEL 4:133'11W ;1jV Rc 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -1 S NSET ROOM CORR. METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR 410 FIAR UNIT, 18'MUSS WI SHTH AND GYPr TOPPING AND MIN R-251NSUL. — � IT All CRR. — LEVEL 3_123'3'-3 1 5-1 1 E B' — WE -3a sTAJR i IT Al CORR. WE3b1 F EXTERIGRWALLDEMISING-(2)'A5 5-11 E'B' 1 H EXTERIGRWALLDEMISING -(2)2x6 — — PARAPET2* r 1 -HR U IT A1.1 CORR. 5-1] TPE B' WEG 1 -HR PARKING PARKING GARAGE FITNESS ELEC. me —. Jim YOGA I STG PARAPET 2: 151: 15s — — PARAPET 1_14T-8 _ — LEVEL 5_144'-6341" FIRE RARING DESCRIPTION RC -1 1 H UNIT. RWF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 H ROOFPLATE:144'-03/4' RC -3 a EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RO-5 LEVEL 4:133'11W ROOF DECK, CONI. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -1 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR a FLA FIAR UNIT, 18'MUSS WI SHTH AND GYPr TOPPING AND MIN R-251NSUL. — � 1 -HR — LEVEL 3_123'3'-3 WE -2 1 -HR EXTERIOR WALL -DEW/ GWB ON BOTH SIDES WE -3a sTAJR i EXTERIGRWALL-(2)2x4 WE3b1 H EXTERIGRWALLDEMISING-(2)'A5 g 1 H EXTERIGRWALLDEMISING -(2)2x6 — — PARAPET2* — LEVEL2_112'd2' ]� 1 -HR EXTERIOR& SMOKE BARRIER -2x6 WEG 1 -HR GENERIC WAIL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 2rr 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x6 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-2b 12 -HR CORRIDOR, FIRE PARTITION-2x6WITHRC WIG — — WLY — LEVEL 1: 100': 1000' 7s 3 2 1 n 2 Sim 3 4s ABI AA -1.0 I I I _ — — PARAPET2:'-83 PARAPET 1: 14]'-8 314 L_ — — — — — LEVEL 6: 144'-6314" UNIT Ai ' :ORR. E ROOF PLATE: 144'-03/4" A5.1.1— TYPES' - b LEVEL 4:133--11 514 :oRR. UNITA7 r AS 1.1 TYPE 'B' I I� LEVEL 3: 123'-33I4�" :olxR. UNITA7 AS 11 TYPE'B' LF —_ _ LEVEL 2: 112'-7 718" LOBBY VEST III LEVEL 1. 100'100'4 U— — — BASEMENT: T2518- Q KEY PLAN Pz PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RARING DESCRIPTION RC -1 1 H UNIT. RWF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FROVIDE(2)IAYERSGWB RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RO-5 1 -HR ROOF DECK, CONI. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -1 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB KEY PLAN Pz PROJECT FLOOR/CEILING TYPE SCHEDULE MARK FIRE RARING Description FG -1 1 -HR MIT, 18'MUSS WI SHIN AND GYPCRETE TOPPING FG -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FC4 FIAR BALCONY,15'1VIAX. TRUSS W/CONCRETETOPPING FICHE FIAR UNIT, 18'TRUSSES W/ SHTH AND GYPCRETE TOPPING FC8 NR STAIRUilJDING 2x JOIST W/ SHTH(LAP OVER ADJACENT SHTH) AND 314" GYPCRETE TOPPING FC -7 FIAR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FC3 2 -HR MAST 18 -TRUSS W/ SHTH AND GYPCRETE TOPPING FLA FIAR UNIT, 18'MUSS WI SHTH AND GYPr TOPPING AND MIN R-251NSUL. KEY PLAN Pz PROJECT WALL TYPE SCHEDULE MARK RRE RARING DESCRIPTION W -ma 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W@ 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WDM NR 87CONCRETE WALL, RE: STRUCT WHOM NR 12' CONCRETE WAIL, RE: STRUCT WM NR TCMU WALL W-05 2 -HR FIRE HARRIER by CMU WN-1- ILLLWEie WE-la 1 -HR EXTERICRWALL-2W WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR EXTERICRWAIL-2xS WE -2 1 -HR EXTERIOR WALL -DEW/ GWB ON BOTH SIDES WE -3a 1 H EXTERIGRWALL-(2)2x4 WE3b1 H EXTERIGRWALLDEMISING-(2)'A5 WE -3a 1 H EXTERIGRWALLDEMISING -(2)2x6 WEJ NR PARAPET2* WE5 1 -HR EXTERIOR& SMOKE BARRIER -2x6 WEG 1 -HR GENERIC WAIL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x6 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-2b 12 -HR CORRIDOR, FIRE PARTITION-2x6WITHRC WIG 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WLY 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI4a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI5s 2 -HR SHAFTENCLOSURE, FIRE BARRIER-SHAFTUNERW2x WD FRAMING ON ONE SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHNFTLINER W 2x WD FRAMING ON ME SIDE Wlbc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD FRAMING ON EACH SIDE W145 2 -HR SHAFT ENCLOSURE, B' PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2x WD STUD &EWE ON EACH SIDE WIA 2 -HR FIREWALL-8-PRELASTCONCRETE WIIlv FIAR EXTERIORWALL-26 WIN) 2 -HR FIREWALL - SHAFTLINERONL WII 2 -HR FIREWALL -22K WIDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT WI -18 I NR 8"FREGAST WL11a FIAR OCCUPANCYSEPARATON,FIREBARRIER-2W WI -11b 1 -HR O0CUPANCYSEPARATON,HREBARRIER-2x8 WI -110 1 -HR OCCUPANCYSEPARATON,FIREBARRIER-2x6 WI -12a 1 -HR OCCUPANCYSEPARATON. FIRE BARRIER -(2)2.x8 WALLSWI GWB WL121to FIAR OCCUPANCYSEPARATON, FIRE BARRIER -(2)2x8 WALLSWI GWB WL13a FIAR INT.BENRINGWAIL-28 WL13b FIAR INT.BENRINGWAIL-2A WLiN NR INTERIORWALL-2X4 WL14b NR INTERIORWALL-DE WI -140 NR INTERIORWALL-D8 WL15a 1lo-HR FIRE BARRIER -2N WLiW 1lo-HR FIRE BARRIER -2a9 WLi6e 1 -HR INIERIORBEARINGWALL- 2x4 WL166 t -HR INTERIOR BEARINGWALL-(2)25 WI -16c 1 -HR INTERIOR BEARING WALL -(2)25 WI -1T 1 -HR SMOKE BARRIER -2X4 KEY PLAN Pz PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO NOW .nn.mPbenmm U) Fennell Z W "' 5(� s LL O 00 U)F IOW1 wc C C) LL Q W Q= LU U � /w� V! 0 C/)O Ow =U _ w 0 > SOF C040 U N 037 4 nF �SFD ARC`F. 03.25.2021 No. Date IPaue 10,18.19 lull%CO NAM PER UBMITTK x 1 a, a O mg r DJV Pmgd Oeeigner DMB m 08.28.2020 Job Number 218094 Driverh By RB JT CT the ee ay DMB The BUILDING SECTIONS Sheet Number A4=1 e2 ACCESSIBILITY "TYPE B" PLAN /NOTES SOLUTOONOT ALL NEROTESSAY ES APPLY TO LCCAHIS SEAAD 1]12006 1 # F. ACCESSBLITY PENSION PRIMARY ENTRANC Y ENCE TO SE 1. ROUTE E PON SE{IIW1 ALN2111W1i 1ARCIFAW WUTX CEAXLOCATED ESSIOPIE ROCEIlIE31NLL COMPLLY WITH SECTION 4405 3. CHANGES IN LEASE PER SECTION 1AREA .2. AALLIKINNG SUL STAGS THAT ORE PART OF AN AGEAS 303 IOSURFAMORINALOCINY M9TERSPL IS IMP WR W.TMMPEW"SMRFACESHPLLBE4•MA%IMLMBELMW EFLWR LEVEL UP PETER UNIT 4 DOOR. AND DOION404 P SECTION IO3f.5. PRIM1WtY OWRTOCCMRVWRXSECTRM4 1004 5 S USER PASSAGE DOORWAYS PER SECTION PAR 52 PASSAGE MOR TO HAVE A CLEAR OPENING 01 MIN LGIO COGR) T 611122oPROVI0ING HA3PXINES LaA AN CLEAN FLOOR SPACE POSITION FOR OAARRAdSLAPPROACH. FCRTM THE APPLIANCE FOR FRONOT LOADING MACHINES THE CENTERLINE OF THE CLEAR FLOM SPACE SHALL BE OFFSET 241NEI. AMAN ND FROM CEX ERLIXE OF DOOR OPENING ROME OF TEE VEGAS! 19 FRONT LCNMNG WASHER SROSS DAR AND SHOWER SEAT NTPERSECTISHA ILL PAT111. REINFORCEMENT 6H1 BE IDED FOR THE W WITH BEG! .5, 6074TURE INSTALLATIONS ER�� COMPLY 608. 3.6083.1.3. 00033.3 M'D ABOA2. GRAB BAR REINFORCEMENT MIXTERALFOR BLOCKING TO HEART REWIRED COPA OF 250183. APPLIED AT ANY POM IX PHv DIRECTION. HEIGHT RANGE FROM 33 MN, TOWMAXPFF. R OKIONTO COMPLY OMPLY LAVATORYNUPSS 3 PGARTECNAMADIFORPARALUATAPPROACCH TIECLEAR FLIFAR09PACELPHLLL BE CENTERED SECTION N THE LAVATORY. 10. OPTION A EDEDD 6OFFER BW OATMRSECTIONS PAR 113.1281 XIlb33. THE LIN RS OF THE OSET SHLLL BE 13'.1 S CLEE EAR OR ONE SOF SCOURCLEARANCECt�CE BIRTH SHALL BE 48 MIN DE APPROACH AND 6W MIN FOR FORWARD CLRFNNCE DEPTH SHALL VANITY OR 07HERICd UCTICN N• MA%, IN OEPON WALL BE PERM THEY TO OVERLAP TH E REQUIRED CLEARANCE PROVIDED TEE WIDTH OF THE AWARDS WATER CLOSET CIFARANCE10 VE NI N. 11 OR IORWARTHING COURT EB HE R SEC710 N 10WR .11.3.1.3. FRANCE CLEAR SPACE FOR PARALLEL APPROACH1 Z MUCH A HAVATORY PER SECTION IOU 11 311 A LAVATORY WITH GLASS KIDDER SPACE TO , KITCHEN MINIMUM CLEARANCE PER SECTION TOU TOM, CHEARANCE BETWEEN ALL OPPOSING OPPBASE CASINET6,COUNTERTOPS, APPLIANCES OR WALLS WITHIN WOW AREAS SHALL BE AV MINIMUM. S PER SECTION 10MAZ1.2. PROVIDE EC MIN. CLEAR NCEBBETWEENN ALLL�OPPOSNG 845E CASNETS, COUNTERTOPS, APPLl4NCE6 EI WALLS A RIUR SPACE POITIONFOR PARALLEL APPROACH STALLU APPYWCH AON CEENTTERSPAC13 ON SINK BOWL. SINK WITH FORWC nCHW4CHFY PER SECTION THM 1222 PONlT CLEM FLOOR SPACE A¢wCEMTOTIE 18 RANGE OR CONYTOP PER SEFTON BOOK 1223 GUAM FLOOR SPACE POSTMED ME FORWARD APPROACHALLLCCOPL1Y WITH SECTION 1004, 12G2AUE CLEARFWAR SPACCE�FPOSIOTIONNE SECTION 10 ED FOR 42131 FUNGEICCOKTOP TO NOT EXCEED M RED IN OEPNI TO ENSURE ACCESSIBLE REACH RANGE S. 19 FORWARD PER APPRON HG 224. A CLEAR FLUOR OWESSWLLL BE PROVIDES FOR PARALLEL DIN 20 FUTRIGERATORGRICEZER PER SECTION INS 12 A CLEM ROGER SPACE WAIL EE PROVIDED FOR PARALLEL OR FORVYMO AFPROOM! THE CENTERUIE OF CLEAR ROM SPACE SHALL DE OFFSET 24 MAX. FROM FEE CENTERONE OF THE APPLIANCE 21. ALTERNATE ROLL IN SHOWERS PER ACTION SOB43. THE CONTROLS AND HAND SOMOR 6HOLL RCP UNIT PLAN LEGEND LZU TYR RATED CEILING ON RG AT PLATE. 9U• LEVEL I3, ID' -0" LEVEL EM I DROPPED CEILING FOR MECHANICAL- NON-0OMHUSTABLE OR FRT FRAMING umi DROPPED SOFFIT AT KITCHEN-NONCOMBUSTABLE OR FRT FRAMING EV VARIES ' PLATE HT I" PLATE HT I" PLATE HT AS" 60• Fi ACCESSIBILITY LEGEND(ALL DIMENSIONS ARE CLEAR MINIMUM&U.N.O.) Y '12• 36• IT: .3 i.�54^ PLAN g lINDICATED REWIRED 2x REINFORCEMENT FOR FUTURE1INSTALLATION OF GRAB BARS, EMEND REINFORCEMENTA QI A `:MIN.2' BEYOND REQUIRED DIMENSION SHOWN FOR BAR.(RE: ANSIAt WHO TYPE'A' AND TYPE' B' ACCESSIBILITY DETAILS) =C ! !I1___$ CLEM FLOM SPACE CIRCULAR TURNING SPACE LSXPFIDNRNIXGSPACE FROMPPPROACX- FRCNTAPPROACX-PUSH ICFS1 RILL DE SITE 160TH CLOSER AND 59" NET 60• W LATCHPMVCfD1 60• i ]2' ]S• 36' ar � zr �Ir �' zr j � zA• i i 9' .F ',S .G ',I PIH .J ',I .K ',I .L I¢ .M ',I _________________________----------- ........ --------- -------- _________9! ._______.___________.._______.__________9' HUGE APPROACH -PULL SITE HINGEMPROACH-FULLSIDE RAGS APPROACH -BUSH SEE HMCEAFPROACH-w6H SIDEAPPROACH. SELL ROAR TCH LATCHMPROACH-BELL WITH APPROACH. RIsx SIDE (DECREASED DEPUR ISQTH CLOSER AND LATCH PROWDEDI u RIDE (WEN CIOGERI ------------------- I ----------i I BO' 80' F rM I-0 li �N 'O P 'O �____________________ E--� WITH LOSER)CH-BE9H SIDE WAIERCLO6Ei- TIPEA TERCLO9E1-TYN) ATERECLOSET OACH H'. - I SEER TUBE WITH CLOSER) (OVERW E%CFPIICN) PARALLEL APPROACH Came a TYPE OF OPTIONARRATH OPPONAOBAATHROOM BFTHRPROACH OW%A W�ITIONPE AA HISETHRWM UNITSER-TIPE'A' BE 2a"MIN. 1P FINISH FINIS 33 -MIN. 4 FINISH ------------ JIT AO ACC. PLAN FINISH UNIT AO RCP AO - BATH 2 AO - BATH 1 3 1/8"=,I -0B 1/4x=,,_011 B 114"=,1.0x KEYNOTES NO, NOTE 6.1 VANITY CABINET; RE: INTERIORS. 6.3 KITCHEN BASE CASINET; RE: INTERIORS. 6.5 PANTRY CABINET, SHELVES IN UPPER HALF AND TWO ROLL OUT SHELVED PROVIDED IN LOWER HALF. 6.8 VANITY TOP. SOLID SURFACE 2CM, WITH 4- BACKSRASH; RE: INTERIORS 8.10 MUD BENCH WITH LOWER CABINET 6.13 VANITY DRAWER: RE: INTERIORS. 6.14 KITCHEN UPPER CABINET: RE: INTERIORS 6.15 KITCHEN BASE DRAWERS, RE: INTERIORS. on T -CD DEEP LINEN CABINET WITH SHELVES NA COAT HOOKS BELOW 6' WOOD SHELF A 5b" 0.10 BARN DOOR TOHAVE 4"MAX PROJECTION FROM WALL 92 TILE; REINTERIORS . 9] GRANDE RE 9.12 NOBS DROPPED SOFFIT AT WALL CABINETS NONCOMBUSTIBLE OR FRT FRAMING 9.13 CEIUNATWALLHANI- DROPPEWRINER FOR MECHANICAL-NON-CCMBIT 821 GBIMPING CORNER GAURDATALL OUTSIDE CORNERS OF UNITEMRY,TW.CONFRIM SELECTION WITH INTERIOR38 ENTEORFRED NIFFUMG OWNER 103 TOILET PAPER DISPENSFER 104 TOWEL ROD PER INTERIORS 105 MIRROR; ORSO 10.15 CABINET, IN WALL MEDICITOWEL 1024 HOOK, RE TOWEL HOOK RE: INTERIORS 10.40 PNICPL ACCESS PANEL. COORONATEWIEEZER,MECHANICAL- 11.1 11.1 SIDE BY 11.2 DISHWASHER, ASREQUIRED DISHWASIDE HER, WHIRLPOOL TWD AlPMS-ORLPOOL" SATS -AS RE BY RE: PLUMBING 11.10 WFE32IT, ELECTRIC VNGRAINGE MITHWHIP ACK( MH31017OUICATION H OD MUCOR AVEAN "WHINUPOOE5" WITHWATION A'L"WMH310PH$"MICORWAVE AND WHIRLPCCL'UM4130PAS' RECIRCULATION RECIRCULATIONHIZE COMER-WONABOVE FOOD 11.12 STACKABLE SIZEWASHERHW DROHEINFOR 12.3 AN PROVIDE 2X BLOCKING R WUBLEROD ANO SHELF PROVIDE 2X BLOCKING REINFORCEMENT EXTENT 1-14 KITCHEN BINK AND NG ME2X6 22.] UMBIINTERIORS VANIFFY K,RE. PLUMBING,RICKS RIDIRS 22.9 SHOWERIBA;E,:ODE COMPLIANT SHOWERBASE,CODE COMPLIANT 35"X60'CURB SHOWER EASE AND FRAMED GLASS DOOR. TILE SURROUND RE INTERIORS 22.11 WATER CLOSET HANDLE ON SIDE ADJACENT TO SINN; RE: PLUMBING 22.13 WATER RE, PLUMBING BOX 22.14 HOOKUP, RE: PG WASHER BOX HOOKUP, LUMBING SHER 23.6 DRYERN PR: VIDE INSECT RESIN AT PROVIDE EXHAUST VENT 26.5 (LINGNT LIGHT DEICING FAN COMPATIBLE FOR FUTURE FPN INSTALLATION, CENTERED ON ROOM. RE INTERIORS, FAN CO FOR FU U INSTALLATION ELECTRICAL 26.10 VANITYLIGHT FIXTURE, RE INTERIORS ELECTRICAL 1]'-0 10 1B•-11^ 1m 8'S 10 B'S12" LEVEL( RE: SEEM. E-1 OA 629W'] 103 NOTES DETAILBII 9P1 BB 21 WI -26 APPLY URAIRSPACE @812' Ito- gq^ 1/2 -AIRSPACE UNIT AO PLAN 1 114" = 11-01, UNIT PLAN GENERAL NOTES ALL WALLS ME 2X4 WOW SND U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. INTERIOR DWRS: 1. TO BE HELD 4" OFF ADJACENT TO HINGE SIDE FRAMING 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6• ADJACENT TO HINGE SIDE FRAMING. U.N.O. 3. ALL OTHER DOCKS SHALL BE CENTERED • ACCESSIBILITY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WIDTH WORK. • GEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -T O - A7-72 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES WHEREEVER POSSIBLE. NON STANDARD SIZES TO BE APPROVED BY OWNER CENTER SINK WHERE LOCATED UNDER EXIERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL 8 DOOR HANDLE REQUIREMENTS CASEWORK CONTRACTOR TO INSTALL A" FINISHED MATERIAL FOR FIELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM V FILLER AT ADJACENT WALLS PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH OPEN BACKS FOR PLUMBING ACCESS ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLIANCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER PROVIDE 3' FILLER AT INSIDE CORNERS WHERE EASE AND UPPER CABINETRY ARE ADJACENT, TYPICAL. ALLOWING FOR OPERATION OF HARDWARE W NHOUT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS, TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VERIFY ALL CABINETRY DIMENSIONS PRIOR TO INSTALLATION. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. WALL TYPE SCHEDULE -UNITS MARK MTING FIRE DESCRIPTION WL1a 2 -HR SMF"ENCLOSURE - W CONCRETE, RE STRUCT WD1b 2 -HR SHAET ENCLOSURE -13" CONCRETE RE: STRUCT LIVING 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT WNa NR B' CONCRETE WALL, RE: STRUCT WD30 NR 12' CONCRETE WALL. RE: STRUCT WM NR TCMUWAIL W45 2-1111 FIRE BARRIER, $' CMU WALL WE -18 1-1111 EXTERIOR WALL -2%4 HPD. SURF. 1-1111 EXTERIOR WALL -28 Vi 1-1111 EXTERIOR WALL -28 WE -2 1-1111 EXTERIOR WALL -2WW/ GWS ON BOTH SIDES 10'-4" X 11'-0• 1 -HR EXTERIOR WALL -(2)SAIL WE36 1 -HR EXTERIOR WALL DEMISING -(2)21'& WEdc 1 -HR EXTERIOR WALL DEMISING -(2)21'& WE< NR PARAPET2A AGES 1 -HR EXTERIOR B SMOKE BARRIER -W WE -5a 1 -HR 1-14 MAN 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 MAN 1 -HR UNIT DEMISING, FIRE PARTITION -(2)28 WI -2a 142 -HR CORRIDOR. FIRE PARTITION -2x4 W1 -2b ROPHR CORRIDOR FIRE PARTITION -2118 WITH RC WHO 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&LAID FRAMING 111 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&LAID FRAMING WI31i 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&LAID FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&LAND FRAMING WI -0a ED EAT ENCLOSURE, FIRE BARRIER- SHAFTLINER B WD FRAMING WI -0b 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFTLINER B WD FRAMING WI -Ba 2 -HR SI ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2X MID FRAMING ON ONE SIDE MOST 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2X WD FRAMING ON ONE SIDE WISB 2 -HR $HAFTENCLOSURE FIREBARRIER- SHAFRINERBWD FRAMING ON EACH SIDE W14 2 -HR SHAFT ENCLOSURE, B' PRECAST wl-] 2 -HR SHAFT ENCLOSURE 2x WD STUD B GWB ON EACH SIDE WlNEIRERIORW'PRE-0q$TCDNCRETE 10.16.19 DEC ED WI 1 H EXTERIOR WALL-2Wi wig W19 2 -HR A gS1.0 PROVIDE 25 SF. MIN 2 -HR FIREWALL WALNCRETE TLSO WHAT) 2NR LOSUE-I SHAFT STUCCO$URE-8"CIXJCRETE,RE STRUCT WI -10 NR 8 -PRECAST FINISHED OPENING. V.I.F. 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -24 WI -116 1 -HR 85 WI -11C 1 -HR RE 1203.4.1.1, IBC 2 01 2 WI-lZa 1 -HR OCCUPANCY SEPARATION FIRE BARRIER -(2)ZOE WALLS W/GWB WHOM 1 -HR OCCUPANCY SEPARATION, FIRE B4RRIER-22x5 WALL&W/GWB d 1 -HR L%7 WHO" 1N R INTERIOBEARING WALL -2X8 wElAt, NR WI -1b WF1ab NR INTERIOR WALL -zx8 = INTERIOR WALL -28 MOHLERWi-ift WHOM 11Q -HR FIR FIRE BARRIER- ZOE WNW KITCHE I IA5=1.0 WHOM 1 -HR IFIRE NTEFURBER-2X8 INTERICRBEAAINGWA 2AJ IF 22.6 INTERICRBEAAINGWA -(2 W N ": -(2)2X8 CRBEAAING WALL- 228 wm WI -1b SMICK SMOKE MRRIER-2%4 BEDROOM r i4 310 CPT LY I 10' 0" x 10'-I]" zm N q 3'-]tl' 3'61fr 6'4 V2' L LL GO np LL b w- 2 06 i Q''Q F14 - 11 11� s1s I -u O 123 'y IS O q WH g 3'-0' 14 6P6 ASIC 22.9 O0 9.1 1-14 C ATH In mam HRD. SURF. 3R zk ry 591 629W'] 103 NOTES DETAILBII 9P1 BB 21 WI -26 APPLY URAIRSPACE @812' Ito- gq^ 1/2 -AIRSPACE UNIT AO PLAN 1 114" = 11-01, UNIT PLAN GENERAL NOTES ALL WALLS ME 2X4 WOW SND U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. INTERIOR DWRS: 1. TO BE HELD 4" OFF ADJACENT TO HINGE SIDE FRAMING 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6• ADJACENT TO HINGE SIDE FRAMING. U.N.O. 3. ALL OTHER DOCKS SHALL BE CENTERED • ACCESSIBILITY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WIDTH WORK. • GEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -T O - A7-72 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES WHEREEVER POSSIBLE. NON STANDARD SIZES TO BE APPROVED BY OWNER CENTER SINK WHERE LOCATED UNDER EXIERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL 8 DOOR HANDLE REQUIREMENTS CASEWORK CONTRACTOR TO INSTALL A" FINISHED MATERIAL FOR FIELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM V FILLER AT ADJACENT WALLS PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH OPEN BACKS FOR PLUMBING ACCESS ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLIANCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER PROVIDE 3' FILLER AT INSIDE CORNERS WHERE EASE AND UPPER CABINETRY ARE ADJACENT, TYPICAL. ALLOWING FOR OPERATION OF HARDWARE W NHOUT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS, TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VERIFY ALL CABINETRY DIMENSIONS PRIOR TO INSTALLATION. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. N KEY PLAN ® 4 PROJECT WALL TYPE SCHEDULE -UNITS MARK MTING FIRE DESCRIPTION WL1a 2 -HR SMF"ENCLOSURE - W CONCRETE, RE STRUCT WD1b 2 -HR SHAET ENCLOSURE -13" CONCRETE RE: STRUCT WI 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT WNa NR B' CONCRETE WALL, RE: STRUCT WD30 NR 12' CONCRETE WALL. RE: STRUCT WM NR TCMUWAIL W45 2-1111 FIRE BARRIER, $' CMU WALL WE -18 1-1111 EXTERIOR WALL -2%4 WE -1b 1-1111 EXTERIOR WALL -28 Vi 1-1111 EXTERIOR WALL -28 WE -2 1-1111 EXTERIOR WALL -2WW/ GWS ON BOTH SIDES WE3a 1 -HR EXTERIOR WALL -(2)SAIL WE36 1 -HR EXTERIOR WALL DEMISING -(2)21'& WEdc 1 -HR EXTERIOR WALL DEMISING -(2)21'& WE< NR PARAPET2A AGES 1 -HR EXTERIOR B SMOKE BARRIER -W WE -5a 1 -HR GENERIC WALL MAN 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 MAN 1 -HR UNIT DEMISING, FIRE PARTITION -(2)28 WI -2a 142 -HR CORRIDOR. FIRE PARTITION -2x4 W1 -2b ROPHR CORRIDOR FIRE PARTITION -2118 WITH RC WHO 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&LAID FRAMING WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&LAID FRAMING WI31i 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&LAID FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&LAND FRAMING WI -0a 2 -HR EAT ENCLOSURE, FIRE BARRIER- SHAFTLINER B WD FRAMING WI -0b 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFTLINER B WD FRAMING WI -Ba 2 -HR SI ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2X MID FRAMING ON ONE SIDE MOST 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2X WD FRAMING ON ONE SIDE WISB 2 -HR $HAFTENCLOSURE FIREBARRIER- SHAFRINERBWD FRAMING ON EACH SIDE W14 2 -HR SHAFT ENCLOSURE, B' PRECAST wl-] 2 -HR SHAFT ENCLOSURE 2x WD STUD B GWB ON EACH SIDE WlNEIRERIORW'PRE-0q$TCDNCRETE 10.16.19 DEC ED WI 1 H EXTERIOR WALL-2Wi wig W19 2 -HR FIREWALL-SHAFTLIDWLL WI-AGON 2 -HR FIREWALL WALNCRETE TLSO WHAT) 2NR LOSUE-I SHAFT STUCCO$URE-8"CIXJCRETE,RE STRUCT WI -10 NR 8 -PRECAST WI -11e 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -24 WI -116 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -28 WI -11C 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x8 WI-lZa 1 -HR OCCUPANCY SEPARATION FIRE BARRIER -(2)ZOE WALLS W/GWB WHOM 1 -HR OCCUPANCY SEPARATION, FIRE B4RRIER-22x5 WALL&W/GWB WHOM 1 -HR INT. BEARING WALL -DS WHO" 1N R INTERIOBEARING WALL -2X8 wElAt, NR WA INTERIOR WALL -2X6 WF1ab NR INTERIOR WALL -zx8 NR INTERIOR WALL -28 MOHLERWi-ift WHOM 11Q -HR FIR FIRE BARRIER- ZOE WNW 11Q -HR IA5=1.0 WHOM 1 -HR IFIRE NTEFURBER-2X8 INTERICRBEAAINGWA 2AJ WNW 1 -HR INTERICRBEAAINGWA -(2 W 1 -HR -(2)2X8 CRBEAAING WALL- 228 WI -1] I-17 1 -HR SMICK SMOKE MRRIER-2%4 N KEY PLAN ® 4 PROJECT W 0 0 c9 0 0 U 111 ,, ■ PBH Anning community a TRTTB 25M WALNUT STREET DENVER, COLORADO ROME xxw.bpM1enmm U) FEMM Z W M 55 /F -9 LL O 00 FISSION= j0 11 W w C) LCL( Q W/A� Q LU T.I Lu W C0 0 � OO =U W _ W 0 > SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 DRIB Isel 10.16.19 DEC ED NAM PERM SUBMITTAL 121320 R ER REVAYN [MP D DJV Pmpd0e6igner DMB M 08.28.2020 Job Number 218094 Dorem By RS AT CT WetlIBEB DMB Me UNIT PLAN AO umber IA5=1.0 W 0 0 c9 0 0 U ACCESSIBILITY "TYPE B" PLAN NOTES ACCESSIBILITY LEGEND i FE (ALL DIMENSIONS ARE CLEAR MINIMUMS U.NO)SMUT" REFERENCES NOR ALLL N07ES MPV APRMYEOOTM99KEETMANSIAl1).1-Z(N p F. ACGE861BILITYKEYNOTE _ _ _ _ _o\/ l P NINDICATES REWIRED 2x REINFORCEMENT FOR FUTURE 't1 NCE PER SECTION 112 PRIMVn ENTRANCE Te BE LMAIED CN ACCESSIBLE INSTALLATION CF GRAB BARS. EXTEND REINFORCEMENT A 6. IT W ROUTE (RE: ABEYOND REOUIREDDIMENSIONSHOWNFORBAR '-'-'-' ` ^'FmEwEMPERs6cTLxtam4lcLENR w1mH G6ax AcressleleRWMsxN1 (RE:ANSIAHZt TYPE'A'AND NPE'B'ACCESSIBILIN DETALS) 'C D_i I, s. weixwc sun CHAPLYWN LEVEL PER SECT ROOM SANT£ CIRWVANIWIXG6PACE T6WJEO TURNING X- ai-wR fL FRwral+noac FRgrt APwoncx. wsx POTS) PULLbIEf 610E(BOTIOLOfiI AND 3, CHANGES IN e�mL PER SEQpX 114.2. WALKING SURFACED CHAT PAEPMTOFAN �__________� IATCX PROYTOEOI ACCE991&E ROVTELO WMM1V WITI9EmY]X919. WXENEPATOSVRFACE OR &LLCp1V � ' MATERIALOF ISEIMPERMOUS ME AIRWEENTIDEIMFERVACE OF ME UE6HOLL BE O"MAXIMUM BELOW TIE FLOCA IEL'¢OFTKEAancExTrvreRXw sPACECFmEuxrt. i �' F�4 5 i� HBO" A Iona SlasECRON4ws PER MOTION IIYM.s. PRIMARY f.UwmmMPLvWITH sEmlOx 5. V6ER PASSnG PEASECTCN 1001.152 PASSAGE DOOR TO ERVE ACUAROFt311NG OF 31.31 IAN F10 DOOR) j W'' ` 1 4r ` zr zr �• } u' } y z4' 1 r r T s _ SECTION 1003.9. R3MPssHNL WMPLvwIM s6mox9x. ;F ;S I' G `s l; 's'H I'� l'� '_K______II___________I' 'L '�4 1' a �M IS _ I' e 1. WINdYY EWIPMENi CIFAMNCE PEA 9ECTXxl tooa.tol9XALLCCMRY WrtX SECTION 30.3fl IATCHAPPROACH PUSHHDE 611.2 FROVIEf A3o'X4C<IFAR FLOOR SPACE POSITION FOR PANllELAPPROVAH. FOR TOP HINLE PHRWCH-PLLLSCfENDS APPROACH - VLL EE SHINGE APPROACH - COSH SIDE IEATON APPROACH! - PULL SIDE U (KCRFASED DEPTH) (BOM CLOSER AND LATCH PROVIDED) SIX lWXH CLOSER) LONXNGMOCHIXES 1 ECENTERLINEOFMECLEMFLWRSPACESHNLBEWMETN INCH. WX FRFN.I<ENTERUNEORDTIMMENIXG RMI$ OFTLEMBIGNISPRWTLGADING WMER AND CREEP) DAR _____ fi. MB MnxoOR THE FUTURE TUREINNFMLTIONOF A MAN SAFE AND ISHOWETOR RSATS xTSXOLL ANDCOM____ ___________i BE PROOIDED i� } MATERIAL `IMS UCCHING TOR WA2 13 REQUIRED OFM332 fAPARBAR T ANNONTINA T i i 3p i 36" j 36" OURm LOAD OF 250 Les. aPPUEDATAxr PONT IN ANY r DiFccnax. nilcHiaiucivRW VMIx. TD3a^MAX . AFP. 9. OMWALA LAVATORY 3 MENTI1ONED1FOORPARALIAVL%ROACH TMEAnRAN SPADEEKI ATOWITH TO COMPLY ON THE 3 Teas BE CENTERED ON ME wvATaRvLOCATION ME . 10. CTICNaBCTICxS WATER CLOSET pERSEQIDX6100a.11.].1181Wa.11322. ) IATHAPPOOACH-PUSH SIDE WATERCLOSET-TYFEA WATEACLOSET TYFEA PAIL ET�TET TYPE TUB TLB ME'B'IMITS, TOP TYPE% ROLL IN SHOWER- TMNSFEAM REWIRED CLEPAPRCE AX OFTEWAIER CLOSET SXILLBEIB-i9 CIFMONIXlE 910,E OF WITH CILffR) (WERM EXCEPTION UNITS&TYPE R'- FORWARD APPROACH UNITS. DAMONa TWE B'LNIS. SHOWER-TWE'A' CUBARANIME PM SHALL BE 4D MIN BE 59 MIN. FOR SIDE APPROACH INA BB MIN FOR FORWARD OPTIONABATX OPTION ABAi1BWM BATHROOM OPTIONB&OMRWM UNITS APROWHEI QFAMNCE OVERWA VAULTY OR OTHER OBSTRUCTION N' MAX IN DEPTH SHALL M PERWITIED TO O�EFHM ME REWIRED CLEARANCE, PROVIDED ME WIDTH OF ME REMAINING WATER CLOSET COMPARED IS 33' MIN. 11. GOPTICN A BOTH IxGPORWAREAPPRT�H ES PER SECTION 1000.113. 1 3. PROVIDE CLEAR SPACE FOR PAANL IF 3 ��B�THINGF�ILM�PERSE�IONI�11323M�BC�CEM�OW t CICM IFLVWIMLENGTH 9ECTICNN'IIK M DEPTH2 PER SECTION 1004 11 323Ar SHOWERWMPARTMEMTO II BASECANNES, CWNIERTMSIIM'CESORWAIISWRXINWg ARE55HA MWD MINIMUM tB CLSTRYNCEFBETWEFN ALL OPPOSING ROSE CABINETS, CWNTEFERMS, APPLIANCES OR WALLIS 16 M��SINKU�9�RSP�FMRSE�ION1�.lZZ1 FLOOR SI POSTAPRTFO NSARALEELAAPPPROACN ECNTTEERRb oACZON SINK BOWL. SINKWITH t] EH DISHOOTHPER SEGICN HAI POSITION lON RUAR ROOMSPACE Aawr acrO THE DISHNAHEERR DOOR FOR PARALLEL OR FORWARD APPROACH BEYOND THE SWING OF THE MDOOR REACH CCTIM'NNO o3a�TSCECAgPTCPTONOTEWEMD 1WINDETHTOENSUREACCE861NE t POEN'PER SECTOncnw.t2x.a.ACUPURROORSPACESHAILBE PROVIDED FORPAPAx£LGR 0 RCP UNIT PLAN LEGEND _ TYP.RATEDCEILINGONRCATPIATE.B'-0'ME L13,1P-0'LEVEL4 6.1 DROPPED CEILING FOR MECHANICAL- NON-COMBUSTABLE OR FRT FRAMING 6.3 DROPPED SOFFITAT KITCHEN-NONCCMBUSTABLE OR FRT FRAMING UNIT ENTRY RCP ELEV VARIE$ 7-7309 9'-1 1/0' PLATE HT 0'-7 3R' Sy 10'-1 110' PLATE HT %-] SAP ®11'-1 110' PLATE HT UNIT Al RCP 3 1/8„ _ 1,_0„ KEYNOTES NO. NOTE 6.1 VANITY CABINET; RE: INTERIORS. 6.3 KITCHEN BASE CABINET; RE: INTERIORS. 6.5 PANTRY CABINET, SHELVES IN UPPER HALF AND TWO ROLL OUT SHELVES PROVIDED IN LOWER HALF. 6.8 VANITY TOP. SOLID SURFACE ZEN. WITH 4- MCKSRASH; RE: INTERIORS 6.9 LINEN CABINET WI TOE KICK, FACE ONLY. SECURELY ATTACHED TO THRESHOLD; W/ (5) FIXED MDF SHELVES SECUREDTO WALL WITHIN. 6.14 KITCHEN UPPER CABINET; RE: INTERIORS 8.29 COAT HOOPS BELOW B" WOOD SHELF 6 5S 9.2 TLE; RE: INTERIORS. 9.T GRANITE COUNTERTOP. 3CM' RE: INTERIORS SAC DROPPED SOFFIT AT WALL CABINETS- NON-COMBUSTIBLE OR FRT FRAMING 9.13 DROPPED CEILING FOR MECHANICAL - NON-CCMBUSTABLE OR FRT FRAMING 9.21 CORNER GAURD AT ALL OUTSIDE CORNERS OF UNIT ENTRY,TYR. CONFRIM SELECTION WITH INTERIORSB OWNER 10.3 TOILETPMERDISPENSER 10.4 TOWELRODPERINTERIORS 10.5 MIRROR: RE: INTERIORS 10.15 MEDICINE CABINET, IN WALL 10.24 TOWEL HOOK, RE: INTERIORS 11.2 DISHWASHER WHIRLPOOL VDF331PAHS"OR WDFZMSAHS' AS REQUIRED BY UNIT RE: PLUMBING 11.10 ELECTRIC RANGEEEOVENIMICROWAVERECIRCULATION HOOD WHIRLPOOL VFE320MOET ELECTRICOVEN/RANGE WITH WHIRLPOOL VMH31 MICCRWAVE AND WHIRLPOOL"UXP4DGADT RECIRCULATION HOOD COMBINATION ABOVE 11.12 STACKABLE FULL SIZE WASHER"WFWSBOCHW" AND UNDERRNE0.5BCLMN", 12.1 SINGLE ROD AND SHEIE PROVIDE 2X BLOCKING REINFORCEMENT 123 DOUBLE ROD AND SHELF, PROVIDE 2X BLOCKING REINFORCEMENT EXTERIOR WALL DEMISING -(2)M SINK RE'. INTERIORS AND PLUMBING NR ITY SINK' RE: PLUMBING INTERIORS WE-5 OWER BASE, CODE COMPLAM 38"x60" CURB SHOWER BASE AND FRAMED GLASS DOOR. TILE SURROUND '. INTERIORS EXTERIOR B SMOKE BARRIER -d8 TERCLOSETWDH FLUSH HANDLE ON SIDE ADJACENT TO SINK: RE: PLUMBING L6KITCHENCHEN SHER BOX HOOKUP, RE: PLUMBING NAG YERNENT EXHAUST, PROVIDE INSECT SCREEN AT EXHAUSTVENT UNIT DEMISING, FIRE PARTITION -(2)2x4 CORATIVE PENDANT LIGHT FI%TURE, RE: INTERIORS, ELECTRICAL 1 -HR HT CEILING FAN COMPATIBLE FOR FUTURE FAN INSTALLATION, CENTERED ON ROOM. RE: INTERIORS. CTRICALNITY WI -2a LIGHT FIXTURE. RE: INTERIOR$, ELECTRICAL UNIT PLAN GENERAL NOTES ALL WALLS ME 2X4 WOOD SND U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. INTERIOR DOORS: 1. TO BE HELD 4" OFF ADJACENT TO HINGE SIDE FRAMING 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6- ADJACENT TO HINGE SIDE FRAMING. U.N.O. 3. ALL OTHER DOCRS SHALL BE CENTERED • ACCESSIBILITY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIORTO PROCEEDING WITH WORK. • GEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -TO - AT -Z2 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES WHEREEVER POSSIBLE. NON STANDARD SIZES TO BE APPROVED BY OWNER CENTER SINK WHERE LOCATED UNDER EXTERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL & COOR HANDLE REQUIREMENTS CASEWORK CONTRACTOR TO INSTALL P FINISHED MATERIAL FOR FIELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM V FILLER AT ADJACENT WALLS PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH OPEN BACKS FOR PLUMBING ACCESS ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLIANCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER PROVIDE 3' FILLER AT INSIDE CORNERS WHERE BASE AND UPPER CABINETRY ARE ADJACENT, TYPICAL. ALLOWING FOR OPERATION OF HARDWARE WITHOUT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS, TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VERIFY ALL CABINETRY DIMENSIONS PRIOR TO INSTAIIATW. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. UNIT Al PLAN WH 629 9.12 WALL TYPE SCHEDULE -UNITS MARK ARE MING DESCRIPTION WL1a 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE STRICT WD16 2 -HR SI ENCLOSURE- 13' CONCRETE, RE: STRUCT W-02 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT WNW NR BE CONCRETE WALL, RE: STRUCT W430 NR 12' CONCRETE WALL. RE: STRUCT WAR NR TCMUWAII W45 2 -HR FIRE BARRIER, B' CMU WALL WE -18 LHR EXTERIOR WALL -2x4 WE -lb LHR EXTERIOR WALL -28 WE -1c LHR EXTERIOR WALL -28 WE -2 LHR EXTERIOR WALL- 2W WI GWB ON BOTH SIDES WE'AH 1 -HR EXTERIOR WALL -(2)Zk WE'Ab 1 -HR EXTERIOR WALL DEMISING -(2)W WE -3n 1 -HR EXTERIOR WALL DEMISING -(2)M WEA NR PARAPET2A WE-5 1 -HR EXTERIOR B SMOKE BARRIER -d8 WE -5a 1 -HR GENERIC WALL NAG 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 MAY 1 -HR UNIT DEMISING, FIRE PARTITION -(2)28 WI -2a 1C! -HR CORRIDOR. FIRE PARTITION -2x4 WI -26 IG -HR CORRIDOR FIRE PARTITION -28 WITH RC WI3 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFRINER& WD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFRINER& WD FRAMING WI36 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFRINER& WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFRINER& WD FRAMING WI4a 2 -HR EAT ENCLOSURE. FIRE BARRIER- SHAI-TLINER B WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAI-TLINER B WD FRAMING MOBS 2 -HR SI ENCLOSURE, FIRE BARRIER- SHAFLUNER W 2x WD FRAMING ON ONE SIDE MOBS 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE WWx 2 -HR SHAFTENCLOSURE FIREBARRIER-SHAFTINER&WD FRAMING ON EACH SIDE W14 2 -HR SHAFT ENCLOSURE, FIE PRE -CAST WI -7 2 -HR SHAFT ENCLOSURE 2x WD STUD B GWB ON EACH SIDE WIR 2 H FIREWALL-B"PREUCASTCONCRETE WI AT 1 H EXTERIORWALL-2Wi 0019 2 -HR FIREWALL- SHAFTUNERRONLYJ WI -9T 2 -HR FIREWALL -(2) 2x RAID WALL ONLY) WII 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE STRUCT 01I-10 NR 8 -PRECAST WI -IM 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -24 WI -11b 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -28 WI -11C 1 -HR OCCUPANCY SEPARATION FIRE BARRIER -2x6 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2) 28 WALLS W/ GWB WI -12P 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -22x5 WALLS SO GWB WHM 1 -HR INT. BEARING WALL -28 WI -13b 1 -HR INT. BEARING WALL -2X8 WE14a NR INTERIOR WALL -2X4 WH46 NR INTERIOR WALL -2X8 WI -14c NR INTERIOR WALL -2x8 WI -15a 11Q -HR FIRE BARRIER 2X4 WNW 11Q -HR FIRE BARRIER -2x8 WI -16a 1 -HR INTERIORBEAAINGWALL- SW WNW 1 -HR INTERIORBEAAINGWALL-22X6 WI -100 1 -HR INTERIORBEAAINGWALL- SW WI -17 1 -HR SMOKEBARRIER-2X4 UNIT Al PLAN WH 629 9.12 8.19 11)2 -FILLER ,, 1111 PBH Anning TFB community a TR PL 3 -FILLER 18 MIN HIE I I CLR. Al - BATH 2 Al - BATH 1 Al - KITCHEN 3 Al - KITCHEN 2 Al - KITCHEN 1 E D 1/4"-V-0" C vox=,, -0. B va =,,_D„ A v4"sw KEY PLAN PROJECT® of z 111 ,, 1111 PBH Anning TFB community a TR 25M WALNUT STREET DENVER, COLORADO BAMS xww.b mm pM1eR U) FEMM Z W M 55 /E -9 LL O 00 WO P w w C) LCL( Q Q LLI Q D /w V! l� O O = IV1l1 W U _ W 0 > V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Me Issue 10,16.19 lw%CO NAM FERMI UBMIT& 1 121320 R ER REV B n O g I DJV PIOgaIk619RaI DMB aW 08.28.2020 Job NM'r 218094 Drawn By RB JT CT WMM6B DMB Tore NIT PLAN Al LMNuftsr 5=1 A ACCESSIBILITY "TYPE LEGEND "TYPE B" PLAN NOTES FE(ALL DIMENSIONS ARE CLEAR MINIMUMS V.N OJNOT NLSOLUTIONOTESEflBAY APPSLY TO HISSIEEi11]13000 1 # F. ACCESSIBIETI NEYNOIE _ _ _ _ _\l P NINDICATES REQUIRED 2x REINFORCEMENT FOR FUTURE 18' 1 PRIMARY ENTRANCE PER SECTCry 10M3. MARRY ENIPAIICE TO OE LOCATED ON ACCESSIBLE INSTALLATION CF GRAB BARS. EXTEND REINFORCEMENT A Qi �IT m � a ROUTE MIN, 2' BEYOND REQUIRED DIMENSION SHOWN FOR BAR '-'-'-' N Z WAXING IH DH PmsEcnoN llxX.4l. cHrAawIDH OFNHAccEssIGE ROu1ESHau (RE:ANSI A117.1 TYPE'A'AND NPE'B'ACCESSIBILIN DETAL1S) G AC COMPLY PTH SECTION NLEEWLREST ECLL OpY9PACE GflCLURNRNINGbPAGE T6HYEG HPIIXGAPALE X- cLEut fL RiwiAl+TioAc FRONT APwoncx. wsx CHANGES (CF61 PULLSICf SpE(WIRDAME CLOSER AND 3. MARMPL 15NA�R REST SECTOR iLd.<3. WARNING SURFACES THAT ARE PART OFAN IATCX PROYI EOL. W. ACCE44B RgrtEACCMRV WRN SECTION 303. WHERE PAiq 911RFME pi PILCWY � � 7�-4 PEEP IMFfRJpLlS,T1EMPERV EOFTHEUNSHnLL eE4'MOXIMLM BELOW THE FLNR _______ ___________IevELcsTI¢AwAcwTlxmuwsPACEOFHEurvIT,�___________________4 1B�RBH51.&SECiloriio<RPRSEDTOry ta64.s. PRIMURV DDGRTO cwnavwlH s6cTIDxS US PA60AG (2-�O�R PER SECTION 103052 PASSAGE WgiiOHAYEACLEPAOPENING w i AT ^� 22' l l u } 24' F31 sI4MIX ) } + �)�T a + SECTDN10039. RNMPSSHULCD YWIHs6CTpX4 F IS I' G '101 I; SH 1: 'K II I' 'L '�1 i' �M '�S I' •-----------'---------- '----------_i------' '------------------ im-----'---------- T 6112 THAI CLEMCFLOMWACEPoSMMFMPAMUELMR H.FCATCP3 HINC£PFFROACH-PLLL6Cf SEE TINGE APPROACH. MEN SIDE LATER APPROACH FULL SIDE HATCH MPROACX-W6X SIDE POSEM NG MACHIN ES CLEAN SPACE SHINUT RE CENTERED A FIRE APPLIANCE FIRM FORAT (KCRFASED DEPTH) ULL (BOTH CLLR AND PATCH MMM ) SIDE UPON COMES)U LOADINGMACHINES HECEXERLNEKTHECPFARFLOOfl WA SMLLBEOFFSETNINGI. MAX FROM CENTERLINE OF DOOR OPENING (BARES OFTHEOEWGN ISFl TLL NGWASHER ANDORYI 8 GROD SWRANIC STONER SEAT REINFORGENIFINTPER SECTION NOT 11.1. REINFCRCEMGITPNIL BE COMPLOYWITXBN.46074?SM3.8002.13,M.2.2.3M'00062d3GMB& lINF CEMENT MUDERALFABLOCKINGTO RESULT REWIRED LORD OF2A DIRECTOR 1EpM RANGE FROM 33'MN. FEE US MRC ME IBS ARIIFU AT PHYPgMIXPNV 0 OPTIONAIDAVATUTY CTgNO1AVAT1i�IESTO NNYOpXEDFORP�APPROACHCFARSPACHALL BE CENTRED ON THE LAVATORY. 10. OPTION A B OPTION 0 WATER SUGGEST MR SECTIONS RON 113E. 188CHUN 132.2.. LCONTMRTHECLEARANCE IN THE E CLOS1 1 CLEAR WESIDE A REQUIRED CLEARANCE ILBIEWMIN APROANN CLEMYICE CLEARANCE WDRIN SHALL BE 48 MIN OO ERLAPPAA VANITY OR OTHER ICIUMUCTCN N'MAX, IN CEPH $HA LBE PENN FRED TO OVERLAP TH E REQUIRED CLEARANCE PROVIDED HE WIDTH OF THE REMAINING WATER CLOSET CLEARANCE IS 33MIN. 11. OR IORWAITTING FACILITIES PER SECTION POM.11.3A.3. PROVIDE CLEAR SPACE FOR PARALLEL APP ACH OPTION A LACANDRY PER IOU 2 COMPLY WITH SECTION 105.3 POSITIONEDI FOR PARALLEL APPROACH. FROM OF LAVATORY B BATHING FACUTIES PER FECTION 1004 11 1 MOM INLNGHY WITH BAND 3Y MIM IN OEMECTION 10M 11 3PERSECM)N310W.11.32.3.L$HONER COMPARTMENT TO 14, KITCHEN MINIMUM CLEGIRSINCE PER SECTION 1004 12 IN, CLEARANCE BETWEEN ARD OPPOSI BASE CABINETS, COUNTERTOPS, APPLIANCES OR WALLS WITHIN WOW AREAS SHALL BE 40" O MINIMUM CLEARANCEFAROSSIBETWEEN ALL OPPOSING MSE CARNETS, COLNTERTOPB APPLIANCES CR WALL6N WITHIN KITCHEN WORK AWAY 6, KITCHEN SINK CLEAN FLOPROGGRE PER SECLUMN IMIA22A 1 POSITION FFORWAROCHBMLLXLCIRLMYWOH SECTION L. SINKENOTH 124 1, IT. DISHWASHER PER SECTION 1004.12ECUADORwsm H .22 PR CLEAR FLOPACEADINCENTE DISHWASHER DOOR R AFNIFL H DISHWASHER DOOR OR FORWARD APPROACH BEYOND THE SWING OF E $RECTION 1004 232. RANGECCOKTOP TO NET EXCEED 0 IX IN OEM TO ENSURE ACCEWI1 T RANGE TO OUTLETS FORWARD APPROACHLLWR 19 PER SECTION HOU 12 2 4, A GUAR FDCA SPACE L BE PROVIDED FOR PARALLEL 20 REFRIGERATOR/FREEZER PER SECTION IBM 12 A CLEAR FLOOR SPACE SHALL. IRS PRONDED OFFSET 24" MAS. FROM HE CENMPo NE OF THE APPLIANCE 1 ___________i 60' 1 $ I� �$ II ________. �0_________, APPROACH -PUSH SIDE WATEACHA9ET-TYFEA WITH (WNX MURRAY RCP UNIT PLAN LEGEND _ TY'. RATED CEILING ON RCAT RIDABLE. M' LEVEL 13, WHO' LEVELS UM I DROPPED CEILING FOR MECHANICAL- NON-COMBUSTABLE OR FRT FRAMING 6.3 DROPPED SOFFIT AT KITCHEN-NCNCCMBUSTABLE OR FRT FRAMING UNIT ENTRY RCP ELEV VARIER T -]3R'® 9'-11I8'PIATEW B'-] W ® TWA OTC PLATE K 9•-73/8' @ 11'-1 ME' PLATE HT 1/4"= 1'-011 UNIT A2 RCP3 E A2_- BATH 2 p A2-0BATH 1 1/S" = 11.010 i 30" j i 36' j 36" iF r Y r i� TRUE AM OPINION ROLL IN SHOWER- SUMMER-TYr£ BATHROOM GROWTYPE '5 EVOI GLOWER- TYPE 'A' BATHROOM OPipNB&OTIRCOM VNIrS 14' FIFTY 3/4' FIFTY 2118 -FILLER ILUEP 8.12 629 11.1 KEYNOTES W. NOTE 6.1 VANITYCABINET;REANTERIMS. 6.3 KITCHEN BASE CABINET; RE: INTERIORS. 6.5 PPINTRY CABINET, SHELVES IN UPPER HALF AND TWO ROLL OUT SHELVES PROVIDED IN LOWER HALF. 6.8 VANITY TOP. SOLID SURFACE 2CM, WITH 4- MADIAMASH; RE: INFERIORS 8.9 LINEN CABINET WI TOE KICK, FACE ONLY. SECURELY ATTACHED TO THRESHOLD; W/ (5) FIXED MDF SHELVES $ECUREDTO WALL WITHIN. i ISLAND BASE BOOK SHELF 6.13 VANITY DRAWER; RE: INTERIORS. 6.14 KITCHEN UPPER CABINET: RE: INTERIORS 6.29 COAT HOOKS BELOW T WOOD SHELF 0 6F 69' TLE: RE: INTERIORS. ST GRANITECOUNTERTOII RE: INTERIORS 9.12 DROPPED SOFFIT AT WALL CABINETS- NONUDOMB0.4TIBLEORFRTFRAMING 9.13 DROPPED CEILING FOR MECHANICAL-NON-COMBUSTABLEORFRTFRAMING 9.21 CORNER GAURD AT ALL OUTSIDE CORNERS OF UNIT ENTRY,TYR. CONFRIM SELECTION WITH INTERIORS OWNER 10.3 TOILET PAPER DISPENSER 104 TOWEL ROD PER INTERIORS 1015 MEDICINE CABINET, IN WALL 1024 TOWEL HOOK, RE: INTERIORS 111 SIDE BY SIDE REFRIGERATOMFREEgR WHIRLPOL'WR3315SNHM 112 DISHWASHER. WHIRLPOOL 'ADF331PAHS'OR'WDF560SAHT AS REQUIRED BY UNIT. RE: PLUMBING 11.10 ELECTRIC RANGEIOVEWMICROWAVEARECIRCUUTION FOOD, WHIRLPOOL WFE3MMOET ELECORUCOVEN?NNGE WITH WHIRLPOOL. VMH31017HF MICCRWAVE AND WHIRLPOL'UXT41MAIME RECIRCULATION HOD COMBINATION ABOVE 11.12 STACKABLE FELL SIZE WASHER 1VRN5WCHW' AND DRYER NNED5601-HW', 121 SINGLE ROD AND SHELF, PROVIDE 2X BLOCKING REINFORCEMENT 123 DOUBLE ROD AND SHELF, PROVIDE 2X BLOCKING REINFORCEMENT 226 KITCHEN SINK, RE'. INTERIORS AND PLUMBING '12] VANITY SINK; RE: PLUMBING, INTERIM$ 22.9 SHOWER BASE, CODE COMPLAINT 38"X60' CURB SHOWER BASE AND FRAMED GLASS DOOR. TILE SURROUND RE'. INTERIORS i WATERCLOSETWDH FLUSH HANDLE ON SIDE ADJACENT TO SINK: RE: PLUMBING 22.13 WATER HEATER; RE; PLUMBING 22.14 WASHER BOX HOOKUP, RE: PLUMBING no DRYERNENT EXHAUST, PROVIDE INSECTSCREEN AT EXHAUSTVENT 26A WATEACLOSET-NFE0. AS TUBIDI TUBTYPEA'LNITS. VANITY LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL (WEAAP EXCEPTION) PA�RELOASPETOTpE'B', UXTIONABTH FONWNNPTHISCOH EXIT ENCLOSURE, FIRE BARRIER- SHAFRINER& WD FRAMING WI -3b 2 -HR OPTIONABATX CPTCNABAi1ltO0M 1/4"= 1'-011 UNIT A2 RCP3 E A2_- BATH 2 p A2-0BATH 1 1/S" = 11.010 i 30" j i 36' j 36" iF r Y r i� TRUE AM OPINION ROLL IN SHOWER- SUMMER-TYr£ BATHROOM GROWTYPE '5 EVOI GLOWER- TYPE 'A' BATHROOM OPipNB&OTIRCOM VNIrS 14' FIFTY 3/4' FIFTY 2118 -FILLER ILUEP 8.12 629 11.1 KEYNOTES W. NOTE 6.1 VANITYCABINET;REANTERIMS. 6.3 KITCHEN BASE CABINET; RE: INTERIORS. 6.5 PPINTRY CABINET, SHELVES IN UPPER HALF AND TWO ROLL OUT SHELVES PROVIDED IN LOWER HALF. 6.8 VANITY TOP. SOLID SURFACE 2CM, WITH 4- MADIAMASH; RE: INFERIORS 8.9 LINEN CABINET WI TOE KICK, FACE ONLY. SECURELY ATTACHED TO THRESHOLD; W/ (5) FIXED MDF SHELVES $ECUREDTO WALL WITHIN. 6.11 ISLAND BASE BOOK SHELF 6.13 VANITY DRAWER; RE: INTERIORS. 6.14 KITCHEN UPPER CABINET: RE: INTERIORS 6.29 COAT HOOKS BELOW T WOOD SHELF 0 6F 9.2 TLE: RE: INTERIORS. ST GRANITECOUNTERTOII RE: INTERIORS 9.12 DROPPED SOFFIT AT WALL CABINETS- NONUDOMB0.4TIBLEORFRTFRAMING 9.13 DROPPED CEILING FOR MECHANICAL-NON-COMBUSTABLEORFRTFRAMING 9.21 CORNER GAURD AT ALL OUTSIDE CORNERS OF UNIT ENTRY,TYR. CONFRIM SELECTION WITH INTERIORS OWNER 10.3 TOILET PAPER DISPENSER 104 TOWEL ROD PER INTERIORS 1015 MEDICINE CABINET, IN WALL 1024 TOWEL HOOK, RE: INTERIORS 111 SIDE BY SIDE REFRIGERATOMFREEgR WHIRLPOL'WR3315SNHM 112 DISHWASHER. WHIRLPOOL 'ADF331PAHS'OR'WDF560SAHT AS REQUIRED BY UNIT. RE: PLUMBING 11.10 ELECTRIC RANGEIOVEWMICROWAVEARECIRCUUTION FOOD, WHIRLPOOL WFE3MMOET ELECORUCOVEN?NNGE WITH WHIRLPOOL. VMH31017HF MICCRWAVE AND WHIRLPOL'UXT41MAIME RECIRCULATION HOD COMBINATION ABOVE 11.12 STACKABLE FELL SIZE WASHER 1VRN5WCHW' AND DRYER NNED5601-HW', 121 SINGLE ROD AND SHELF, PROVIDE 2X BLOCKING REINFORCEMENT 123 DOUBLE ROD AND SHELF, PROVIDE 2X BLOCKING REINFORCEMENT 226 KITCHEN SINK, RE'. INTERIORS AND PLUMBING '12] VANITY SINK; RE: PLUMBING, INTERIM$ 22.9 SHOWER BASE, CODE COMPLAINT 38"X60' CURB SHOWER BASE AND FRAMED GLASS DOOR. TILE SURROUND RE'. INTERIORS UAL WATERCLOSETWDH FLUSH HANDLE ON SIDE ADJACENT TO SINK: RE: PLUMBING 22.13 WATER HEATER; RE; PLUMBING 22.14 WASHER BOX HOOKUP, RE: PLUMBING no DRYERNENT EXHAUST, PROVIDE INSECTSCREEN AT EXHAUSTVENT 26A DECORATIVE PENDANT LIGHT FIXTURE, RE: INFERIORS, ELECTRICAL AS LIGHT, CEILING FAN COMPATIBLE FOR FUTURE FAN INSTALLATION, CENTERED ON ROM. RE: INTERIORS, ELECTRICAL MAT VANITY LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL T 314- 2TIED NFILLER �18 MIN HER �Y DLR. A2 KITCHEN - 3 C 1/4" = 11.010 f7ClIHIHIyI BUND CABINET BUND CABINET UNIT PLAN GENERAL NOTES ALL WALLS ARE 2M WOOD STUD U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE, DIMENSIONS GNEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. INTERIORDOORS: 1. TO BE HEM 4. OFF AWACENT TO HINGE SIDE FRAMING, 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF B" ADJACENT TO HINGE SIDE FRAMING. U.N.O. 3. ALL OTHER DORS SHALL BE CENTERED ACCESSIBILITY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHTTOTHE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FCR ALL FINISH MATERIALS SEE DETAILS A7 -7.0 -AT -0.2 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES W HEREEVER POSSIBLE. NON STANDARD SEES TO BE APPROVED BY OWNER CENTER SINK WHERE COATED UNDER EXTERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL It DOR HANDLE REQUIREMENTS CASEWORK ONTRACTORTO INSTALL 4" FINISHED MATERIAL FOR FIELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM 1- FILLER AT ADJACENT WALLS PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH OPEN BACKS FOR PLUMBING ACCESS ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLIANCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER. PROVIDE 3' FILLER AT INSIDE CORNERS WHERE BASE AND UPPER CABINETRY PRE ADJACENT, TYPICAL. ALLONING FOR (OPERATION OF HARDWARE WITHOUT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VERIFY ALL CABINETRY DIMENSIONS PRIOR TO INSTALLATION. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. 91 WALL TYPE SCHEDULE -UNITS MMK RAPING FIRE DESCRIPTION WL1a �FA SHAFT ENCLOSURE- B" CONCRETE RE STRUCT WD1b 2 -HR SHAFT ENCLOSURE- 13' CONCRETE, RE: STRUCT WLJ2 1 10' CONCRETE FIRE WALL. RE: STRUCT WOODS NR B' CONCRETE WALL, RE: STRUCT WD30 NR 12' CONCRETE WALL. RE: STRUCT WM NR TCMUWAUL W45 2 -HR FIRE BARRIER, 6' CMU WALL T 314- 2TIED NFILLER �18 MIN HER �Y DLR. A2 KITCHEN - 3 C 1/4" = 11.010 f7ClIHIHIyI BUND CABINET BUND CABINET UNIT PLAN GENERAL NOTES ALL WALLS ARE 2M WOOD STUD U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE, DIMENSIONS GNEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. INTERIORDOORS: 1. TO BE HEM 4. OFF AWACENT TO HINGE SIDE FRAMING, 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF B" ADJACENT TO HINGE SIDE FRAMING. U.N.O. 3. ALL OTHER DORS SHALL BE CENTERED ACCESSIBILITY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHTTOTHE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FCR ALL FINISH MATERIALS SEE DETAILS A7 -7.0 -AT -0.2 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES W HEREEVER POSSIBLE. NON STANDARD SEES TO BE APPROVED BY OWNER CENTER SINK WHERE COATED UNDER EXTERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL It DOR HANDLE REQUIREMENTS CASEWORK ONTRACTORTO INSTALL 4" FINISHED MATERIAL FOR FIELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM 1- FILLER AT ADJACENT WALLS PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH OPEN BACKS FOR PLUMBING ACCESS ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLIANCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER. PROVIDE 3' FILLER AT INSIDE CORNERS WHERE BASE AND UPPER CABINETRY PRE ADJACENT, TYPICAL. ALLONING FOR (OPERATION OF HARDWARE WITHOUT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VERIFY ALL CABINETRY DIMENSIONS PRIOR TO INSTALLATION. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. 3' MILLER 8.14 91 WALL TYPE SCHEDULE -UNITS MMK RAPING FIRE DESCRIPTION WL1a 2 -HR SHAFT ENCLOSURE- B" CONCRETE RE STRUCT WD1b 2 -HR SHAFT ENCLOSURE- 13' CONCRETE, RE: STRUCT WLJ2 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT WOODS NR B' CONCRETE WALL, RE: STRUCT WD30 NR 12' CONCRETE WALL. RE: STRUCT WM NR TCMUWAUL W45 2 -HR FIRE BARRIER, 6' CMU WALL WEte LHR EXTERIOR WALL -2x4 WE -1b LHR EXTERIOR WALL -28 WE -1c LHR EXTERIOR WALL -28 WE2 LHR EXTERIOR WALL -2WW/ GWB ON BOTH SIDES WE3a 1 -HR EXTERIORWALL-Q)Zk WE36 1 -HR EXTERIOR WALL DEMISING -(2)W WEI 1 -HR EXTERIOR WALL DEMISING -(2)OMA WERI NR PARAPET2A WENT 1 -HR EXTERIOR B SMOKE BARRIER -d8 WER5a 1 -HR GENERIC WALL NAG 1 -HR UNIT REMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT REMISING, FIRE PARTITION -(2)28 WI -2a 14THR CORRIDOR. FIRE PARTTION-2x4 WI -2b 1E -HR CORRIDOR FIRE PARTITION -28 WITH RC WI3 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFRINER& WD FRAMING WILI 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFRINER& WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFRINER& WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFRINER& WD FRAMING WI4a 2 -HR EAT ENCLOSURE. FIRE BARRIER- SHAFRUNER B WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFRUNER B WD FRAMING WI -5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTUNER W 2x WD FRAMING ON ONE SIDE WI -5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE WI -5c 2 -HR SHAFTENCLOSURE FIREBARRIER-SHAFTUNER&WD FRAMING ON EACH SIDE W14 2 -HR SHAFT ENCLOSURE, B' PRECAST WI-] 2 -HR SHAFT ENCLOSURE 2x WD STUD B OWE ON EACH SIDE WIN 2 -HR FIREWALL- 8'PRE-0ASTCONCRETE WI SO 1 -HR EX7ERIORWALL-2G3 W19 2 -HR FIREWALL- SHAFTHNERRONLY) WI -9a 2 -HR FIREWALL -(2) 2x RM) WALL ONLY) WI-0dC 2 -HR SHAER ENCLOSURE- S" CONCRETE, RE STRUCT BRAD NR 8 -PRECAST WI -11B 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -24 WI -11b 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -28 WI -11c 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x8 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)28 WALLS W/GWB WI -12O 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -22x8 WALLS W/GWB WI -13a 1 -HR INT. BEARING WALL -DS WN3b 1 -HR INT. BEARING WALL -2x8 WN4a NR INTERIOR WALL -2X4 WN4b NR INTERIOR WALL -2X3 WI -14C NR INTERIOR WALL -2BB WI -15a 11Q -HR FIRE BARRIER 2x4 WNW 11Q -HR FIRE BARRIER -2S6 WI -16a 1 -HR INTERICRBEARINGWALL-22YA WNW 1 -HR INTERICRBEARINGWALL-2258 WI -18C 1 -HR INTERICRBEARINGWALI WI -17 1 -HR SMOKE HARRIER -2%4 3' MILLER 8.14 91 9.12 11.14 1.1 9] V RUDER 65 community a FRTFB 25M WAWUTSTREET DENVER, COLORADO BOOS xww.b mm F6eR U) FEMMZ In 3" dLI ER 1" 673/4' A2 KITCHEN -2 A2 KITCHEN - 1 B1/411=11-0•• A 1/4"=11.0„ N KEY PLAN (t A+ PROJECT 111 ,, 1111 PBH Anning community a FRTFB 25M WAWUTSTREET DENVER, COLORADO BOOS xww.b mm F6eR U) FEMMZ W M 55 /F -� LL O 00 FISSION= I1WO1 W 3" dLI ER 1" 673/4' A2 KITCHEN -2 A2 KITCHEN - 1 B1/411=11-0•• A 1/4"=11.0„ N KEY PLAN (t A+ PROJECT N 111 ,, 1111 PBH Anning community a FRTFB 25M WAWUTSTREET DENVER, COLORADO BOOS xww.b mm F6eR U) FEMMZ W M 55 /F -� LL O 00 FISSION= I1WO1 W w C) LCL( Q Q LLI Q D /w V! l� O O = IV1l1 W U _ W 0 > V SOF C040 B N 037 4 n� �SFD ARC`F. 03.25.2021 No. Me Issue 10,16.19 100% BE NAM PERMIT SUBMITTAl. 1 1223M R ER REV e ND DTR DJV Pmgd Designer DMB m 08.28.2020 Job Number 218094 RB JT CT OwlealB DMB Tore UNIT PLAN A2 SboM Number A5=1 I N {� 0• ACCESSIBILITY "TYPE A" PLAN NOTES ------- fire ! ACCESSIBILITY LEGEND � 4 4 eni AMURON REMAINDER ARE TO COVANSI A117 TWA) 1 N F. ACCE6E&LITY WORRIES (ALL DIMENSIONS ARE CLEAR MINIMUMSUNO.) ] v>, I 36' 1Y' A �• ♦. C6/ NOT ALL NOTES MAY APPLY TO THIS SHEET `l : _ _ _ _ _ _ _ PLAIN �} 0 1 sEcrGx lrmz. PRIWwrEHTIRIWc3roBEHMATED ON AccFssBLE RouIE. INDICATES OF EAB REINFORCEMENT FnlMury vrtRAGE PER , , � Wc3ssIREG111EPER SEcrlOx lrxn.3.AaEssINHERwTE sxeLLcwxEcrul FLRMErvrs Arvo SPACES INSTALLATION OF GRAB BARS. EXTEND REINFORCEMENT R MR.•--------- - � f , p ME PART of THE UNIT. MIN. 2"BEYOND REQUIREDDIMENE BE SHOWNFOITYDE C 3. BURNING (BE ANSI At 17.1 NPE'A'AND TYPE'B'ALCESSIBILITY DETAILS) , SPAR YI GSW TI SECUmN 3W�G�SSERVED R ANDTOILE R( ROUTE BATHROOMS NxXIG 9PACE0]MR (E%CEPIY]XLLOSETSAXOTOILET RIXMI3ANB SATHRCOMS i1NTME CIFMFLOORSPACE CRCVWi NxXIG SAND£ INTREPID TURNING SPACE RUITSIAPPRWCN- FROMATHCLOS RPUSH AND NOT REWIRED TO COMPLY W11N 6ECTKX110031121 ICF9) 910E SIDEHPRMA CLOSER AND ------------------------i 50' 70' 60' wTnN PaovICED) 60' 4. WALKING SURFACES PER SECTION IW.<. WALKING SURFACES THAT APE PPAi OFANACCE651&E ROME SHALL Lg; 18. �; ;-�A- SEP' COMPLY RUTH sECTloxm3. 7r ♦ �I �� ♦ _______ ________ 5. DLOGAXDmwEWAYSPERMOTION1WB.5. PRIMARYANDPWSAGEDCORSTOCwnRYWHm SECncx4tt. ------'-'----'--- 6. RAMISPERSECTIONIW3B. RAMP9SHAUCOMPLYWIm9ECNObi •$ � + 7 DEFENSES PAPUA HER SECTION 1003 9 HDG CONIFFer EMECTRICAL 9WOCHES AND RECEPFACHE OTIIET9. 38' a2' �' zz• '1r' zz• za• z4^ j 24• ENNRONMENTALCOHIROLS.P➢PLIANCE CONTRMS, OPEMTIG HNMYPAE FOH CVEFABLE WINDOWS. %UM&XG FI%NRECWnROL9, ETC.9HNL COMPLY W11H 5ELTCH 309. S- ! S' S' ! S' �F A_SIH �J N .K A .L 'A �M A , 6. Ic„x,nv c@IIPMRT PER SECTION 100310. W0.4HIXD MACHINES AND DRYERS TO FAMRV WITH SECTION el. ------_____. I . , XIGEMPRWGX-RILLDE HINEMMCH LLEE FIRM MPROCXW9X SIDE PROACH-P E w MHMCHPULL.RASECTON 1WA 111 R IDECREAaFDDEPTHS NOTHOL09EAANDIATTERIPGDGI gDEWInI¢09EAIFORTFUMMINSTNwTIONOFGRMRbMDSHMERSETbMDTOCWPLVWITW.SW]4,0.%M113WroHARROACH-PL6H910E 6W223 Wa6W232. INAN RRBrvOE33BILOCITINGTO O uIRED LOAD Dcm UN PiLED ATPNYPM IN ANY DIRECTION HEIGHTFANGESWM33YMN.TOWMAXAFF. . • • C% Q� FIN SECTION ION BEHIN1I11.AwVATIRY iO COMPLYWDN&B PROVIDER OFTAS KIE RTROL HINEi. ry Raw OHpHER DFT.O. NM ORT.O. BP BP ERa WALL BEHIND REMOVA&ERV9ECPBIXEF. 34 MM AFFT COURNMERTOP MSS THE FLOOR, OIIIW]113]. MIRRORS TO HAVE THE BOTTOM EOCEOF iHEREFIECIED SURFACE 4V MAX 12. PERSECTON100111.24.1.N ¢IUETSHALLBEPo9rtGNtDWH AWULTO j4 I a THEREARANDTOONE SIDE THE CENT_RLINEOFTHE WATER CLOSETSHALBE I6' MINAM I8•MA% FROMIN WAIL. �N iG i 13. WATHEWAT£TLIFWNJLROVERIRPPER MEDTOMERTPIW1iOED 'WIDE%W'CfEP CLEMNICE F ' MWXDTHE WATER0.P9ET. AIAVATORY I9PllOWEDTO MERIPPIMOnIE®'%E6'CLEAIUXCE IPTCHARROACH-PLNH9CE WAIERCLIX£F-NEEP WATER CLOSER MMIND WAIETYCH➢SEEOTYE'B'. NITS&TO'A' FOR - TERM WARDB'UXOS TLB -TYPE H' RpLIX SHITNER- TRANSFER TYPE (WITX<LO6ER) (OVEflIP➢EXCEPipN) PMALFLAPPROACN UNITS A HART'- FORNAADAPERMIM VNRSOPTKINB TYFE'B'VXY BXOWEA-TYFE'A' AN ETHERnnRMEASRESTRSELTp1CIFTNSEA T1E WAlEA CL THDGHi SHALL BEISMIN. ANOIYMP%. OPTION AHiTH CPIKKIARANRNM BAnIRCCM OPIIONBBAnIGCM Wrt9 RPoVE i1E FLOOR. MEABVPEDTOTIEiCPOFTIEBEAi. 15. WATER CLOSET FLUSH WNiRd8 PER SECTION 1003.112A8. WJ1D q£RAIFD FLU8X WN1RgA 81NLL COMPLY WITH SECTION M. LOCATED CONTROLS ON MEN DES OF WATER CLOSED. 116 eT�e¢___LCPERSERIONiMt11251MLBATHNBCLEVWICETOERIEXDMUL GMOPMAM B D REIN DEPTH. 17 BATHTUB dS PER SECTION BOOM 1125 V6075. CONTROLS TO BE LOCATED OFF CENTER. Cg1TROL8 TO BE PROVI EO ON END WALL. UNDATED BETWEEN THE BATHTUB PIM AND GMB SM AND BET4EEN THE OPEN SIDE OF THE BATH B AND THE MIDPOINT OF TIE W LITH OF THE BATH. COMRgS TO COMPLY W RH SECTION MA SEE ILLUSTRATION ON ACCESSIE EOCTAIL SHEETS. 18 BATHTUB HAND SxOWEMIR �µDR%Po'SHMESHEP➢9HAllH MO SPHRONDM MER TREIWIIDSSHOWERSLHA'LW MIN IN GHA EAT CONTROL WITH A O BAR STATES INSTNUMMNO3"09STRUCTTINEUEPDCIF OW HEIGMHWOSHGWER MOVNIEDONA VERTICAL BASS ROM FINISH SHALLEXTENO UNDER CABINET, WALLAND SURROUNDING CABINNEETSHALL BE FINISHED.019 30 TOP HAND NWXHOWEFT D BE COTETON ECEHEXI ALL OFCRTOIEssTTHHE SEAT, W MIN. AND 4B' MW. ABWE THE SHOWER FLOOR HEIGHT ANDSHALLBE BEVELED. ROUNDED. OR VERTICALSHM PH 11HRESHOLIM PER 1 31135T/HL96.TIREWOLOSINLL BE 112" MM IN 21. C TOPS APPtUME3 OR WALE WrtTU HIX2YJTCHENT WORK AREAS e4AUL BE W INCHESWGRHGBASE PBINEiS. COUNTER . SURFACE AS MI IN TIG YUJ IE PER ECTION 10i AT XO WITH MARCHH10A121RANKT ONE CLEE A30X44U CLEAN F COUNTER RCORR SPAES A CE IT ACE POSITIRON FOR FORWARD MHRWCH. CENTER ON WORK SURFACE. MEE AND TOE CLEARANCE TO COMPLY WITH 306. THE WORK SURFACE HEIGHT ro BE H"MAK MEANS PUNISH RNR. THERE SHALL BE NO SHARP OR ABHASNE SURFACES ON THE EXPOSED EDGES UNDER THE WORK SURFACE. a. KITCHEN SINK CLEAR SPACE PER MWARDAPPROOCCH CENTER SECTION 1ON SINK GW].LWEAKER RO 2A..PROVIIDE A30CARECLEAR BOR OSPACE POSITION FOR BASE CABINET. FINISH ROW UNDER AND WALL&CI81NET6 AROUND REMOVABLE BASE CABINET. 25 KITCHEN MEASURED INKHEI GHT Oi T1ERIM ORN1003 Rat. THE TROMR OFTHE SIXKTOEE WMAx. MONETREFLOC 28. w FAUCETS SECTION 100312.43. FALCEISroCOMPLYWInISECTON An FRED LNDERSIXGSTNLL wTURFACE50NWIE%PP9E0REDTOMR CTAGAINSTCOITA .TIERESHN MWSHAAPOR ABRASIVES THES UNDER THE WOW SURFACE 23 PEES 9EC1KKH 1003.126.1.Pll MPLNNCECOXR¢59HLLL CCMRY W xH 9EC1KKH 03 B 28AFFLIANLESCIFAR RWR SPACEPER SECTION ROSS 1262 PRWIDEAMPARECLEARFLOCRSPACEPOSMONED FOR FORWARD OR PARALLEL MARDI 30. QUEBPERSECIHON 1M3.12.S3 PoSRIONCIFAR BOOR SPACEAWACENTTOTIE DISHWASHER DOCA. 31 OP FER5EL11p11 W3.12.5A 32 Qy.FB PER SECTOR RICH.5. 5 WEN SHALL COMPLY WITH SECTION IM3.125.5. WENS SIVLL HAVE CONTROLS ON FRONT PANELS, ON EITHER SIDE OF THE MOR. ]]. R EFSER FEA3ECTIOI11 W3125B. 34, WINDOWS PER SECTION BOX 13. AT LEAST ME WNDOW IN EACH BLEEPING LNNG, ON DINING SPACE SHALL HAVE OPERABLE PARTS COMRYIXG WITH SECTION 10339. FORNMO pY PIPILELAPNHOACXz RRSECMIX 1003.14. %HWLEA W'XK`CUO R ROJR SPACEPoSDON FOR M STORAGE EMITTED REPORTERS SECTION BUT 14 ABORTION MINE STORAGE FACIIJUNTO COMPLYWITHAT LEAST CNE OF THE REACH RANGES SFECERM IN 5ECTION MO. LEADING EWE OF BUDGET SHELF SHALL NOT BE MORE THAN 14- TO INSIDE FACE OF FINISH 37 STORAGE SECTION 309. SECTION mo 14 OPERAPLE PARS ON STORAGE FAGME3 SHALL UNITENMY RCP EL FI VARIES T-1318•® 9'-1 tl8"PLATEHT 0'439' ®10'-11AR PLATE HT 8'-7 MB' @ 11'-1 11B' PLATE HT 9.13 69 R 2t' 1/4" - V-0" KEYNOTES R U P G D NOTE 6.3 TYP. RATED CEILING ON RC AT PLATE. 9U' LEVEL 13,10'-0" LEVEL 4 0.4 U DROPPED CEILING FOR MECHANICAL- NON-0CMBUSTABLE OR FRT FRAMING VANITY TOP, SOLID SURFACE 2CM, WITH 4^ BACKBPLASH; RE: INTERIORS um I DROPPED SOFFIT AT KITCHEN - NON-COMBUSTABLE OR FRT FRAMING UNITENMY RCP EL FI VARIES T-1318•® 9'-1 tl8"PLATEHT 0'439' ®10'-11AR PLATE HT 8'-7 MB' @ 11'-1 11B' PLATE HT 9.13 69 R 2t' 1/4" - V-0" KEYNOTES NO. NOTE 6.3 KITCHEN BASE CABINET; RE: INTERIORS. 0.4 KITCHEN CABINET W1 REMOVABLE BASE.; RE: INTERIORS 6.0 VANITY TOP, SOLID SURFACE 2CM, WITH 4^ BACKBPLASH; RE: INTERIORS 6.9 LINEN CABINET WI TOE KICK. FACE ONLY. SECURELY ATTACHED TO THRESHOLD; WI (5) FIXED MDF SHELVES SECUREDTO WALL WITHIN. 0.11 ISWJD BASE BOOK SHELF 6.14 KITCHEN UPPER CABINET; RE: INTERIORS 6.15 KITCHEN BASE DRAWERS, RE: INTERIORS. Ew GOAT HOOKS BELOW T WOOD SHELF @ 40". MAINTAIN REACH RANGE 9.2 TILE: RE: INTERIORS. MT GRANITE COUNTERTOP. 3CMI RE: INTERIORS 9.12 DROPPED SOFFITATWALL CABINETS NONCOMBUSTIBLE OR FBI FRAMING 9.13 1 DROPPED CEILING FOR MECHANICAL -NON -COMRUSTABLEORFRTFRAMING 9.21 CORNER GAURD ATALL OUTSIDE CORNERS OF UNIT ENTRY, TYP CONFRIM SELECTION WITH INTERIORS& OWNER 10.3 TOILETPAPERDISPENSER 10.4 TOWELRODPERINTERIORS 10.5 MIRROR: RE; INTERIORS 10.15 MEDICINE CABINET, IN WALL 10.24 TOWEL HOOK RE INTERIORS 112 DISHWASHER, WHIRLPOOLVDF331PAHS^OR'WDFwOWTASREOUIRED BY UNIT, RE PLUMBING 113 ELEC OVENIRANGE WI ACCESSIBLE CONTROLS, WHIRLPOOL. VEE5105AGS.WHIRLPOOL "UXT4130ADS• RECIRCULATION HOOD COMBINATION ABOVE LFUL ELEC MICROWAVE WITH ACCESSIBLE CONTROLS, WHIRLPOOL "WMC30516HY. 1 ALL IN ONE WARNER AND DRYER "WFCS090GX' 2. SINGLE ROD AND SHELF PROVIDE 2x BLOCKING REINFORCEMENT MR KITCHEN SINK RE: INTERIORS ANO PLUMBING MR VANITY SINK' PER PLUMBING INTERIORS MIT WATER CLOSET WITH FLURH HANDLE ON SIDE ADJACENT TO SINK; RE: PLUMBING 22.12 BATH NB, 36•X W^ KOHLER; RE: PLUMBING MM3 WATER HEATER RE; PLUMBING 22.14 WASHER BOX HOOKUP, RE: PLUMBING 23.0 DRYERNENT EXHAUST, PROVIDE INSECT SCREEN AT EXHAUST VENT See DECORATIVE PENDANT LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL SEE LIGHT, CEILING FAN COMPATIBLE FOR FUTURE FAN INSTALLATION, CENTERED ON ROOM. RE: INTERIORS, ELECTRICAL 20.10 vITYLIGHT FIXTURE, RE:INTERII ELECTRICAL BLIND SAM tlf'WEIIII[ld4jy UNIT PLAN GENERAL NOTES ALL WALLS ME 2x4 WOOD SND U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. INTERIOR DOORS: 1. TO BE HELD 4^ OFF ADJACENT TO HINGE SIDE FRAMING, 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6• ADJACENT TO HINGE SIDE FRAMING. U.N.O. 3. ALL OTHER DOORS SHALL BE CENTERED ACCESSIBIUTY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIORTO PROCEEDING WITH WORK. • GEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS • SEE DETAILS A]-70-ACT2 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES WHEREEVER POSSIBLE. NON STANDARD SIZES TO BE APPROVED BY OWNER CENTER SINK WHERE LOCATED UNDER EXTERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL & DOOR HANDLE REQUIREMENTS CASEWORK CONTRACTOR TO INSTALL 4^ FINISHED MATERIAL FOR FIELD APPLIED TUE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM V FILLER AT ADJACENT WALLS PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH OPEN BACKS FOR PLUMBING ACCESS ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLIANCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER PROVIDE 3' FILLER AT INSIDE CORNERS WHERE BASE AND UPPER CABINETRY ARE ADJACENT, TYPICAL. ALLOWING FOR OPERATION OF HARDWARE W ITHOUF CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS, TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VERIFY ALL CABINETRY DIMENSIONS PRIOR TO INSTALLATION. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. UNIT Ala RCP A2a o C BATH 2 p A2a - BATH 1 Ata KITCHEN - 3 3 118" - 1 F_U, E 1141F = III A2a KITCHEN - 1 A1141, = 1'-01, N KEY PLAN ® FE®Z PROJECT WALL TYPE SCHEDULE -UNITS MARK ARE MING DESCRIPTION WL1a 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE STRUCT WD1b 2 -HR SHAFT ENCLOSURE -13^ CONCRETE, RE: STRUCT WLN 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT WNa NR BE CONCRETE WALL, RE: STRUCT WD30 NR IT CONCRETE WALL. RE: STRUCT WM NR TCMUWAII W45 24HR FIRE BARRIER, BE CMU WALL WE -1e 141R EXTERIOR WALL -2X4 WE -1b 141R EXTERIOR WALL -28 WE -1c 141R EXTERIOR WALL -29 WE -2 141R EXTERIOR WALL- 29 WI GWS ON BOTH SIDES WE3a 1 -HR EXTERIOR WALL -(2)Zk WE36 1 -HR EXTERIOR WALL DEMISING -(2)W WEdc 1 -HR EXTERIOR WALL DEMISING -(2)M WE4 NR PARAPET2A WE-5 IRIS EXTERIOR B SMOKE BARRIER -d8 WEL5a IRIS GENERIC WALL WI -1a IRIS UNIT DEMISING, FIRE PARTITION -(2)2x4 MAY 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x8 WI -2S 14 -HR CORRIDOR. FIRE PARTITION -2x4 WI -2b WHAR CORRIDOR, FIRE PARTITION -21IS WITH RC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WICIa 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WI4a 2 -HR EAT ENCL0.SURE FIRE BARRIER- SHAITIINER& WE FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAfTIINER& WE FRAMING Wlda 2 -HR ShRFr ENCLOSURE, FIRE BARRIER- SHAALINER W 2x WD FRAMING ON ONE SIDE Wldb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHA LINER W 2x WD FRAMING ON ONE SIDE W45c 2 -HR SHAFTENCLOSURE FIREBARRIER- SHAFTINER&WD FRAMING ON EACH SIDE W14 2 -HR SHAFT ENCLOSURE, B"PRE -CAST WI-] 2 -HR SHAFT ENCLOSURE 2x WD STUD B GWB ON EACH SIDE WIN 2 H FIREWALL-B"PRE-0ASTCONCRETE WIRD 1 H EXTERIORWA FAAL. W19 2 -HR FIREWALL-SHAFTUNER(ONI WI -9a 2 -HR FIRE WALL -(2) 2X AND WALL ONLY) WI-0dC 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE STRUCT WI -10 NR 8 -PRECAST WI -11D 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -24 WI -11b IRIS OCCUPANCY SEPARATION. FIRE BARRIER -28 WI -11C IRIS OCCUPANCY SEPARATION, FIRE BARRIER - SAS SHIFTED IRIS OCCUPANCY SEPARATION, FIRE BARRIER -(2)28 WALLS W1 CARS SHIFTED IRIS OCCUPANCY SEPARATION, FIRE BARRIER -22x5 WALLS W/GWB WI -13a 1 -HR INT. BEARING WALL -28 WH -13b FHR INT. BEARING WALL -2x8 WF14a NR INTERIOR WALL -2X4 WN4b NR INTERIOR WALL -2x0 WI -14L NR INTERIOR WALL -2xS WI -15X 1lO-HR FIRE BARRIER 2X4 SHIFTED 1lO-HR FIRE BARRIER -OWES WILl 1 -HR INTERIOR BEAAINGWA -(22XA 1-22 1 -HR INTERIORBEARING WALL -229 WI -18c 1 -HR INTERICRBEAAINGWALL-229 WI -17 I 1 -HR SMOKE MRRIER-2%I UNIT Ala RCP A2a o C BATH 2 p A2a - BATH 1 Ata KITCHEN - 3 3 118" - 1 F_U, E 1141F = III A2a KITCHEN - 1 A1141, = 1'-01, N KEY PLAN ® FE®Z PROJECT N 111 ,, ■ PRH Anning community a ERTEB 25M WAWUTSTREET DENVER, COLORADO BONDS "ww.bPNenmm U) FEMMZ W M 55 LL00 O j P IO1 W w C) LCL( Qa. LLI Q LUQ D /w V l lF ^ O O = IV1l1 W U _ W 0 > V SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 Issue UBMRTKER REVDJV Mt7�MTSUBMIU& DMB M 08.28.2020 Job Number 218094 Demen By RB JT CT Charke4 By DMB TAIe UNIT PLAN Ata Sheet Number A5=1 e3 N KEYNOTES NO. NOTE 6.1 VANITYCABINET; RE: INTERIORS. 6.5 PPMRYCABINET, SHELVES IN UPPER HALFNJDTWO ROLL OUT SHELVES PROVIDED IN LOWER HALF. 68 VANITY TOP, SOLID SURFACE 2CM, WITH 4' BACKSRASH; RE: INTERIORS 6.12 LINEN MDF SHELVES 5): PAINTED 6.13 VANITY DRAWER: RE: INTERIORS. 6.14 KITCHEN UPPERCABINET:RE: INTERIORS 829 COAT HOCKS BELOW 6' WOOD SHELF 0 SS 92 TILE; RE: INTERIORS. BY GIRNITECOUNTERTIOP3CM: RE INTERIMS 99 SOLD SURFACE DESK TOP, 2CM', RE INTERIMS 912 DROPPED SOFFITATWALL CABINETS- NONCOMBUSTIBLEORFRTFRAMING 913 DROPPED CEILING FOR MECHANICAL -NON -COMSUSTABLEORFRTFRAMING 921 CORNER GAURD AT ALL OUTSIDE CORNERS OF UNIT ENTRY,TYP. CONFRIM SELECTION WITH INTERIORS& OWNER 103 TOILET PAPER DISPENSER 104 TOWEL ROD PER INTERIORS 105 MIRROR; RE'. INTERIORS 10.15 MEDICINE CABINET, IN WALL 1024 TOWEL HOCK, RE: INTERIORS 111 SIDE BY SIDE REFRIGERATORFREEZER, WHIRLPOOL 'WR531 5SNHIT 112 DISHWASHER, WHIRLPOOL `WDF331PAHS'OR"DR&SIS4HS' AS REQUIRED BY UNIT, RE: PLUMBING 1110 ELECTRIC RANGEOVEWMICROWAVIiRECIRCUTATION ACCO, WHIRLPOOL VFE32WQE5 ELECTRICOVEN?NNGE WITH WHIRLPOOL VMH31017HF MICORWAVE AND WHIRLPOOL VM4130ADS' RECIRCULATION HWO COMBINATION ABOVE 11.12 STACKABLE FULL SIZE WASHER VFW560CHW' AND MYER VNED560L1-IW'. 121 SINGLE ROD AND SHELF PROVIDE 2X BLOCKING REINFORCEMENT 226 KITCHEN SINK RE: INTERIORS AND PLUMBING 227 VANITY SINK; RE: PLUMBING, INTERIORS 229 SHOWER BASE, CODE COMPLIANT 38"X60' CURB SHOWER BASE AND FRAMED GLASS DOOR. TILE SURROUND RE: INTERIORS 2211 WATER CLOSET WITH FLUSH HANDLE ON SIDE ADJACENT TO SINK; RE: PLUMBING 2212 BATH TUB, 36' X 60' KOHLER; RE: PLUMBING 2213 WATER HEATER; RE;PWMBING 2214 WASHER BO%HOOKUP, RE: PLUMBING 236 DRYERNENT EXHAUST, PROVIDE INSECT SCREEN AT EXHAUST VENT 264 DECORATIVE PENDANT LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL 265 LIGHT, CEILING FAN COMPATIBLE FOR FUTURE FAN INSTALLATION, CENTERED ON ROOM. RE: INTERIORS, ELECTRICAl- 2610 INANITY LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL RCP UNIT PLAN LEGEND WLSTYP. RATED CEILING ON RC AT PLATE, STE LEVEL 1-3, 10'A' LEVEL 4 01 DRAPED CEILING FOR MECHANICAL-NON-0OMBUSTABLE OR FRT FRAMING umi DROPPED SW FITAT KITCHEN -NON -COMBUSTABLE OR FRT FRAMING UNIT B1 RCP 2 1/8'. = r-01 B1 -BATH 2 DESK 1 V VARIES PLATE W PLATE HT PLATE HT FINISH B1 -TH 1 D 114" = v_BA 1/4" = V-0" UNIT PLAN GENERAL NOTES ALL WALLS ARE 2x4 WOOD STUD V.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. INTERIOR DOORS: L TO BE HELD 4' OFF ADJACENT TO HINGE SIDE FRAMING, 2 EXTERIORAND CORRIDOR WALLS TO BE HELD OFF 6' ADJACENTTO HINGE SIDE FRAMING. U.N.O. 3. ALL OTHER DOCKS SHALL BE CENTERED ACCESSIBILITY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -7.0-A7-7.2 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINEB TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES WHEREEVER POSSIBLE. NON STANDARD SIZES TO BE APPROVED BY OWNER CENTER SINK WHERE LOCATED UNDER EXTERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL & DOOR HANDLE REQUIREMENTS CASEWORK CONTRACTOR TO INSTALL 4' FINISHED MATERIAL FOR FIELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM 1' FILLER AT ADJACENT WALLS PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH WEN BACKS FOR PLUMBING ACCESS ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLWNCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER. PROVIDE T FILLER AT INSIDE CORNERS WHERE BASE AND UPPER CABINETRY ARE ADJACENT, TYPICAL. ALLOWING FOR OPERATION OF HARDWARE W ITHGUT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS, TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VERIFY ALL CABINETRY DIMENSIONS PRIOR TO INSTALLATION. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. Van B1 - M. BATH 2B - B1� KITCHEN 2 tou A B1- -0 -KITCHEN 1 11411 KEY PLAN ® 4 PROJECT WALL TYPE SCHEDULE -UNITS MARK FIRE MTING DESCRIPTION WLia 2 -HR SNAFT ENCLOSURE- BE CONCRETE, RE STRUCT WDib 24HR SNAFT ENCLOSURE- 13' CONCRETE, RE: STRUCT WFJ2 24HR 10' CONCRETE FIRE WALL. RE: STRUCT WNa NR BE CONCRETE WALL, RE: STRUCT W430 NR IT CONCRETE WALL. RE: STRUCT WFA NR 6'CMUWAU_ W45 24HR FIRE BARRIER. B' CMU WALL WE -t8 LHR EXTERIOR WALL -2x4 WE -16 LHR EXTERIOR WALL -28 WE -1c LHR EXTERIOR WALL -28 WE -2 LHR EXTERIOR WALL -2W W1 ME ON BOTH SIDES WE3a LIAR EXTERIOR WALL -(2)Z WE36 LIAR EXTERIOR WALL DEMISING -(2)W WEdc LIAR EXTERIOR WALL DEMISING -(2)M WE NR PARAPET2A WE-5 14HR EXTERIOR B SMOKE BARRIER -d8 WEa 14HR GENERIC WALL WI -1a 14HR UNIT DEMISING, FIRE PARTITION -(2)2x4 MAR IRIS UNIT DEMISING, FIRE PARTITION -(2)28 WI -2a 1Q4HR CORRIDOR. FIRE PARTITION -2x4 WI -2b IO -HR CORRIDOR, FIRE PARTITION -28 WITH RC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WICIa 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WI4a 24HR EAT ENCLOSURE, FIRE BARRIER- SHAFINJNER& WD FRAMING WI4b 24HR EXIT ENCLOSURE, FIRE BARRIER- SHAFINJNER& WD FRAMING Wlda 24HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE Wldb 24HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE WI -5c 2 -HR SHAFTENCLOSURE FIREBARRIER-SHAFTLNER&WD FRAMING ON EACH SIDE W14 2 -HR SHAFT ENCLOSURE, B' PRECAST WI-7 24HR SHAFT ENCLOSURE 2x WD STUD B GWB ON EACH SIDE WIA 2 H FIREWALL-B'PRE-0ASTCONCRETE WI Ba 1 H EXTERIORWALL-2x6 W19 2 -HR FIREWALL- SHAFTUNER(ONLY) WI -9a AHR FIRE WAIL- (2) 2X IND WALL ONLY) WIUAc AHR SI ENCLOSURE- W CONCRETE, RE STRUCT WI -10 NR 8 -PRECAST WI -Ila LIAR OCCUPANCY SEPARATION, FIRE BARRIER -24 WI -11b 14HR OCCUPANCY SEPARATION. FIRE BARRIER -28 WIAI1 14HR OCCUPANCY SEPARATION, FIRE BARRIER -2x5 WN2a 14HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)28 WALLS W/GWB WI -12I 14HR OCCUPANCY SEPARATION, FIRE BARRIER -22x5 WALLS W/GWB WI -13a IRIS INT. BEARING WALL -28 WI -13b IRIS INT. BEARING WALL -2x8 WFi4a NR INTERIOR WALL -2X4 WI -14D NR INTERIOR WALL -2X6 WI -14c NR INTERIOR WALL -2XB WI -15a 1 V241 FIRE BARRIER 2x4 WNW 1 V241 FIRE BARRIER -2d3 WNBe 1 -HR INTERIOR BEAAINGWAI-I 1-22 1 -HR INTERIORBEPAING OVAL D8 WIIRC 1 -HR INTERICRBEAAINGWALI WI -17 1 141R ISIARRIER-2%I Van B1 - M. BATH 2B - B1� KITCHEN 2 tou A B1- -0 -KITCHEN 1 11411 KEY PLAN ® 4 PROJECT ^o, 111 ,, ■ KEPHART Community • planning •architecture 25M WALNUT STREET DENVER, CCLORAD9 MVNS xxw.bpM1enmm U) FEMININE Z W M 5\/ LL O 00 P IO1 W w C) LCL( Q Q LLI 1QI W D V! l� O O = IV1l1 W U _ w 0 > V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 IsaQe O UBMIU&ER FEVIn Mt7�MTSUBMIU& DDJV DMB am 08.28.2020 Jbb Number 218094 Deren By RB JT CT Wer eEB DMB Me UNIT PLAN 131 Sheat Number A5=2 e 1 ^o, I,%1T ACCESSIBILITY LEGEND ! ! f� av' °M FE ACCESSIBILITY NCESARET (ALL DIMENSIONS ARE CLEAR MINIMUMSUN.O.) 3 i YPE B"PLAN NOTES MARY � t g0I0 CN TEE RENCMSMENpOPODTA11]1]000 1 # FACCESSIBILITY NEYNOIE PLAN — — — — — — — � 18' INDICATES REQUIRED 2x REINFORCEMENT FOR FUTUREINSTALLATIXJ OF GRAB BARS. E%TEND REINFORCEMENTA Q. R IREGN 108.2. FAIMAPVENRANLETO BELouT®oXAcc[ssI3LEMIN. T BEYOND REQUIRED DIMENSION SHOWN FOR BAR.�}°(RE:ANBI AII].1 TTPE'A'ANDTYPE'B'ACLESBIBILITYDETAILS) ;- 2 wuwN°SURFA3EWmmPERSECIONTIMal,____- C_________D ___________ COMPLY WRH6ERIONNW.S. GE9R FlAgi SPACE GR4LVANiNIX09PPLE T91NPE➢TLWIIX3SPACE FULLSIX MOX- SIDE(TMPRWSER AMEN ND ____________________ ICF9I PULL SIX BpEHPIRROBOTH LMERAND 3. V PERSECTOR1880.0.3.WALKING 303 WHERESURFACES THAT ARE PAWOFAN CRENALCONY �}i T 59' . ' ]P F T P DEDI LEVE OF HEA yU. ]0' �' �� ___ _____ _ ______ _______ ___________ i� .�' u MEERVIOUS BEA MAXIMUM BELOW THE % OCR F S DOORS AND CE0O�AYS PERS TIONIOME5525MARY DOUR TO COMPLY WITH SECTRMI P T 3 0 CM SECTION OF THE UNIT i 0.Y METH SECTIONSURFACE sHLLL �' DOORWAYS PER SECTOR I3 PASSAGE WOR TO HAVE A aHJ� OPENING ----------. + _____F ______ +}+}}}} DF31ara MIN z -Imo i '.F § -' .G___ar I I' a I'.H________0g_________ 1: R Rusa°s PRsecn°rvloD3a Runes sxuL cwnPvwnx sECTlDxaoS. XIXP£APPROACX-PLLLSIDE HNGEPWROACX-PULL6CE RINE£APPROACH-MEN SIDE HINGEMPROME1 PUSH SIDE TGI APM(a X -MIT SIDE IATCHAMIOACH-PULL LATER MPRO4CR-HIEN SIDE T 6113 PRWIOE AWX08' CLEM FLOM SPACE MOTION FOR PARALLEL APPROACH. FOR TOP e (CEtliFP3EOOEPiII) BOTH CLO9EIYAMR LATER PXOVIOmI u SEE ryITI CLOSER) LOADING MACHINES CLEAN CR MIKE SHMIFIL OF ��M ON THE APPLINSCE FISH LOMNGMkofli THE CENTERLINE OF THECULAS FLOOR SPACESHAL BE OFFSET N INCHOPEC ? 80' ANDOROM CENTERLINE OF Oo°R OPENINc.(Bvws OFTHE DESIGN IS FRLrvTLwrvxcWASHED • � i V AIDDRYER) GRE SAY AN L SHOW E R S EAT RE g 30" m OB' if 38• ] N COMPLY WITH RGLOLMONGEWS5�3.MwEO1.3.SI TPMR SECTION 1000.11.1. RE RENDEEMENTSHn.. PPI808 2.1.3. OF GRAB GRAB BURS ME SHCAVER SEATS ANN To ! I 3T REWIRED DOM RC.ME .REST APPLE) AT 2GRAB BAL3 PEPRYPGCMIN NANY 26 33F MEN, T039'MAXPFF. T li I R OPTIONArwvnTORV PERSECTIONIMAIFOR.IY A�VATAPPRWITHU�CELCORSACEMTCOMPLY TNLL BE CENTERED ON THE WATCRANO 3 1T IONED BE CENIFAFDOXMEIAVATORY. i i E MR IM HIA •� _I •P eQ , VXIISfl MEN'- FUSE -TO AST ARTS. 'MBn$CWDE CNB ROLL'B'DXHS,RR 'BXGN PER TYPE REQUIRED THEAPµCELIE FTHEWATERCLOSET SHALL BE CATE3.2G. IN_________________ ________________ _________________ _____________ _ _ __ _ _ _ _ LOCHAPPROACH-PLlSH510E WAIERCLWET-NEER WVERLAP Saperm EEA WATER B', TLBS&TYPE TLB -ME" 10. RETIC OF THE WATER CLOSET 9WLLL BE 18 �1mGFAROX WESCE°F (W RX CLOEEIO (OVERLAP E%CEPllpll PARALLEL APPROACH DOLE ION CPIICNAEARN CVIICNAMTIR0.M1 flA1H0.WM OPTION BOAMRCCAI VNRS CLRCE°rE.AVANIn OROTHERO& UCIICNm•MM.INXE SHALLSE PERMITTED TO OVERLAP THE REQUIRED CUMPNCE PROV1DEn THE WIDTH °FTIE REMAINING WAIFR CLOSET CULAFAXCE IS GS MN. 11. OOPTIONA BATHING APPHOPCH SECTIONS PER SECTION UWAIAH.C. PROVIDE CLEAR IR Si FOR PARALLEL FORWARD 13 OPTIOMOM INLLENGTH AND BY MEN, IN OEMON 1004 11 3 PER SECTION I SHIA 1.3.2.3. I. SHOWER COMPARTMENT TO I4, MUCH EN ME NIMUM CIDEARANCE PER SECTION 1 USED 1 Z 1, 1, CLEARANCE SEEM EM AUT OPROGI BASE CAN NETS, COUNTER NPS. APPLIANCES OR WALLS WITHIN WOW AREAS SHALL BE 40'�G MINIMUM I CLEARANCE OEM MEN ALL DIMMING BASE CIBI COUNTERPOISE, APPIAILE6 CR WALL$N Ifl PRCMDEAMCAYE SSPNAWAfpAPONN FORPARALELAPPROACXSMNTEMRSPPAAMONONKPAWL. SINK WRXn1UR I7, MITI PER SEFTON RON 1222 P�l� DELI DOOR EOR PARALLEL OR FORWARD APPPROACH BEYOND TFLOORGRACE HE SWING OF PIE CeSHWASHER DOOR SSECION 104 2 33. RANGETCOOFUM TO NOT EMEED 0 IX IN OEPIX TO ENSURE ACCMI5 RANGE TO OUTLETS. 1, CAM AERSESECTION TIOR.GGA. A GEAR FLOOR SPACE SHALL BE PROVIDES FOR PNWTEI GR FORW PROACH ID MFRGEMTdUFRE PER SECTION 1001.1335. A CLEAR FLOOR SPACE SXNL M PROVIDED FCA PARALLEL OR FgiW APPROACH. THE CENTERLINE OF CLEAR ROM SPACE Spi BE OFFSET Or MAK FROM THE CENTERLINE OF THE APPLIANCE 21, ALTERNATE RGI IN SHOWERS PER SECTION BE 13. THE CONTROLS AND HAND 6XOWER SHALL REFFER TO MEET ADEIT FOR AMESSIBILITY CALCULATIONS AM REQUIREMENTS. PETER TO SHEETS AD 8.0 THIRD ATIDS FOR ACCESSIBILITY MEALS, DIMENSIONS ON THE ACCESSIBURN' RAN RMEGENT DISTANCE PROM FINISHED Vh%LL SURFACE PSYSIDE LEVER HARDWARE ON Am SWING DUANE IN MIT PETER TO AMHFTECTMAL ME AND COMPOSIRE ROME POST LOCATION OF ACCESSIBLE UNITS. DIMENSIMS ON THE ACCESSIBURY PLAN DISTANC E FROM FRINISHED WALL SURFACE PROVIDE DEEP HARDWARE ON ALL SWING COME IN MIT HATH DAYOUTS C�LY Win H OPTION A OR OPTION B FOR TYPE B NO ELLNG UNITS - OPTION USED NOTED ON ACCESSOLITY PENN, INIMATTES MEMORABLE CABINET CAMPBELL SHALL BE FSHAVARLE ROD REMOVAL OF REPLACEMENT OF COUNTER TOP AND SURROUNDING CABINET S -i BE FINISHED. N KEY PLAN ® 4 PROJECT ^o, 111 ,, ■ KEPHART community . planning aarcl ilamrs 25M W ALNUT STREET DENVER, CCLOMDO 88205 xww.bpM1eRmm Z W "' 55 F�3 LL00 O WO F_ LU w /0_// LL e< W Q= /w� V l l�^ V/ OOw =U W 2 0> SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. DataLREWMI III 1 1200 g r DJV Ppgd De3igner DMB Date 08.28.2020 Job Number 218094 Drimen By RB JT CT Chimard By DMB The UNIT PLAN B1 ACCESSIBILITY r5-2.1 a UA ^o, RCP UNIT PLAN LEGEND _ TYP. RA TED BE LING ON NO AT FUME. SLOE LEVEL 1-3,10'-0'LEVEL 4 6.1 OROPPEO CEILING FOR MECHANICAL-NONLOMBUSTABLE OR FRTFMMING 6.3 DROPPED SOFFITAT KITCHEN - NON-COMBUSTABIE OR FRT FRAMING UNIT B2 RCP 2 1/8" = 1L0., IfIdIL H HT HT KEYNOTES NO. NOTE 6.1 VANITYCABINET;RE:INTERIORS. 6.3 KITCHEN BASE CABINET; RE: INTERIORS. 6.5 PANTRY CABINET, SHELVES IN UPPER HALF SAID TWO ROLL OUT SHELVES PROVIDED IN LOWER HALF. 6.8 VANITY TOP. SOLID SURFACE 20M, WITH 4- BACAPASH; RE:IMERIORS 6.9 LINEN CABINET WI TOE KICK, FACE ONLY. SECURELY ATTACHED TO THRESHOLD; Wl (5) FIXED MOF SHELVES SECUREDTO WALL WITHIN. 6.13 VANITY DRAWER; RE: INTERIORS. 6.14 KITCHEN UPPER CABINET; RE: INTERIORS 6.29 COAT HI BELOW F WOOD SHELF @ sF 9.2 TILE RE: INTERIORS. 9.T GRANITE COUNTERTOP. 3CMI RE: INTERIORS 9.9 SOLID SURFACE DESK TOP, 2CMI RE: INTERIORS 9.12 DROPPED SOFFIT AT WALL CABINETS- NONUCOMBUSTIBLEORFRTFRAMING 9.13 DROPPED CEILING FOR MECHANICAL-NON-COMBUSTABLEORFRTFRAMING 921 CORNER GAURD AT ALL OUTSIDE CORNERS OF UNIT ENTRY,TYR. CONFRIM SELECTION WITH INTERIORS It OWNER 10.3 TOILET PAPER DISPENSER 104 TOWEL ROD PER INTERIORS 105 MIRROR; RE'. INTERIORS 1015 MEDICINE CABINET, IN WALL 1024 TOWEL HOOK, RE: INTERIORS 111 SIDE BY SIDE REFRIGERATOR)FREEZER, WHIRLPOOL'WRS31ANI 112 DISHWASHER, WHIRLPOOL VDF331PAHIOR"DF5WSA15' AS REQUIRED BY UNIT, RE: PLUMBING 11.10 ELECTRIC RANGEIOVENIMICROWAVEARECIRCUTATION HOC, WHIRLPOOL VFE326NO ELECTRICOVEN4UNGE WITH WHIRLPOOL VMH31017W MICORWAVE AND WHIRLPOOL'UXT4IMAD5' RECIRCULATION HOOD COMBINATION ABOVE 1112 STACKABLE FULL SIZE WASHER WF GWCHW' AND DRYER'WED560-HW', 121 SINGLE ROD AND SHELF, PROVIDE 2X BLOCKING REINFORCEMENT 123 DOUBLE ROD AND SHELF, PROVIDE ZX BLOCKING REINFORCEMENT 124 ADD ALTERNATE MODULAR CLOSET DRAWER B SHELVES SYSTEM. HOLD OFF FLOOR: CONFIRM FINAL SELECTION WITH OWNER. (NIC) 226 KITCHEN SINK, RE'. INTERIORS AND PLUMBING 227 VANITY SINK; RE: PLUMBING, INTERIORS 22.10 SHOWER BASE SEX60" CURB SHOWER BASE AND FRAMED GLASS DOOR. TILE SURROUND RE. INTERIORS UAL WATER CLOSET WITH FLUSH HANDLE ON SIDE ADJACENT TO SINK; RE PLUMBING 22.12 BATHTUB,36'X60'KOHLER;RE'. PLUMBING 22.13 WATER HEATER RE; PLUMBING 22.14 WASHER BOX HOOKUP, RE: PLUMBING no DRYERAENT EXHAUST, PROVIDE INSECT SCREEN AT EXHAUST VENT 26A DECORATIVE PENDANT LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL 26.5 LIGHT, CEILING FAN COMPATIBLE FOR FUTURE FAN INSTALLATION, CENTERED ON RCOM.RE INTERIORS, ELECTRICAL 26.10 VANITY LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL 1/4" = V-0" CLP. EB2 - BATH 1 p _ -0 B2 -M. BATH 1 C B2 � KITCHEN3 B B2 � KITCHEN 2 1/411 v=9.0 UNIT PLAN GENERAL NOTES ALL WALLS ME 2A WOOD STUD U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. INTERIOR DOORS: 1, TO BE HELD 1C OFF ADJACENT TO HINGE SIDE FRAMING, 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6- ADJACENT TO HINGE SIDE FRAMING. U.N.O. 3, ALL OTHER COORS SHALL BE CENTERED ACCESSIBILITY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SWILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -7.0 -AT -72 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES WHEREEVER POSSIBLE. NON STANDARD SIZES TO BE APPROVED BY OWNER CENTER SINK WHERE LOCATED UNDER EXTERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL S DOOR HANDLE REQUIREMENTS CASEWORK CONTRACTOR TO INSTALL 4- FINISHED MATERIAL FOR FIELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM 1- FILLER AT ADJACENT WALLS PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH OPEN BACKS FOR PLUMBING ACCESS ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLIANCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER. PROVIDE T FILLER AT INSIDE CORNERS WHERE BASE AND UPPER CABINETRY ARE ADJACENT, TYPICAL ALLOWING FOR OPERATION OF HARDWARE WITHOUT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS, TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VERIFY ALL CABINETRY DIMENSIONS PRIOR TO INSTAIlATION. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. B2 - KITCHEN 1 A 1/4• = 11.0" N KEY PLAN ®p®Z PROJECT WALL TYPE SCHEDULE -UNITS MARK ARE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE STRUCT W401b 2 -HR SHAFT ENCLOSURE- 13' CONCRETE, RE: STRUCT W-02 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT WNa NR 8- CONCRETE WALL, RE: STRUCT W-030 NR 12' CONCRETE WIC. RE: STRUCT WM NR TCMUWA11 W45 2 -HR FIRE BARRIER. B' CMU WALL WE -18 LHR EXTERIOR WALL -2x4 WE -1b LHR EXTERIOR WALL -28 WE -1c LHR EXTERIOR WALL -28 WEG LHR EXTERIOR WALL- 2W WI GWS ON BOTH SIDES WE3a LIAR EXTERIORWALL-(2)Z WE36 LIAR EXTERIOR WALL DEMISING -(2)W WE -3c LIAR EXTERIOR WALL DEMISING -(2)M WE4 NR PARAPET2A WE-5 1 -HR EXTERIOR 6 SMOKE BARRIER -d8 WE -6a 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)28 WI -2a 1Q -HR CORRIDOR. FIRE PARTITION -2x4 WI -2b lQlIR CORRIDOR, FIRE PARTITION -28 WITH RC WI3 2 -HR EXIT ENCLOSURE,FIREBARRIER - SHAFTLINER B WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE,FIREBARRIER - SHAFTLINER B WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE,FIREBARRIER - SHAFTLINER B WD FRAMING WI4 2 -HR EXIT ENCLOSURE,FIREBARRIER - SHAFTLINER B WD FRAMING WI4a 2 -HR EAT ENCLOSURE.FIREBARRIER - SHAFLLUNER B WE FRAMING WI4b 2 -HR I EXIT ENCLOSURE,FIREBARRIER - SHAJFLUNER B WE FRAMING Wlda 2 -HR ISHINIFT ENCLOSURE,FIREBARRIER - SHAF`LINER W 2x WD FRAMING ON ONE SIDE WI -5b 2 -HR SHAFT ENCLOSURE,FIREBARRIER - SHAF`LINER W 2x WD FIRMING ON ONE SIDE WI -6c 2 -HR SHAFTENCLOSURE FIREBARRIER- SHAFRINERa WD FRAMING ON EACH SIDE W14 2 -HR SHAFT ENCLOSURE, B' PRECAST WI-7 2 -HR SHAFT ENCLOSURE 2x WD STUD B GWB ON EACH SIDE Wld 2 H FIREWALL- B'PREUCASTCONCRETE WI Ba 1 H EXTERIORWALL-2A6 W19 2 -HR FIREWALL- SHAFTHNER(ONLY) WI -9a 2 -HR FIRE WAIL- (2) 2x IIND WALL ONLY) WI -09c 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE STRUCT WI -10 NR 8 -PRECAST WI -Ila LIAR OCCUPANCY SEPARATION,FIRE BARRIER -24 WI -11b 1 -HR OCCUPANCY SEPARATION .FIRE BARRIER -28 WI -11C 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x8 WI -12a 1 -HR OCCUPANCY SEPARATION,FIREBARRIER - (2) 28 WALLS WI GAS WI -12b 1 -HR OCCUPANCY SEPARATIOy FIRE BARRIER -22x8 WALLS WI GAS WI -13a 1 -HR INT. BEARING WALL -28 WN3b 1 -HR INT. BEARING WALL -2x8 WI -Ma NR INTERIOR WALL -2X4 WOO NR INTERIOR WALL -2X6 WPM NR INTERIOR WALL -2x8 WN6a 11Q -HR FIRE BARRIER 2x4 WNW 11Q -HR FIRE BARRIER -2A WI -16a 1 -HR INTERIORBEUSNGWA -(2)W WNW 1 -HR INTERIORBEUSNGWA -(228 WI -16c 1 -HR INTERIORBEUSNGWA -(228 WI -1T 1 -HR SMOKE HARRIER -2%4 B2 - KITCHEN 1 A 1/4• = 11.0" N KEY PLAN ®p®Z PROJECT N 111 ,, ■ KEPHART community • planning aarcl ilecturs 25M WALNUT STREET DENVER, COLORADO NON xw mmmmw' U) Z W M 5 B LL00 O P IO1 W w C) LCL( Q Q LLI Q /w V! O Vl� OI1l1 =U W _ W 0 > V SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 No. Data Isaoa 1016.19 too%CO NAM PERMTSUBMIRTAL 1 1223M R ERFEY B n O g r DJV Pmgd Designer DMB 08.28.2020 Job Number 218094 Down By RS JT CT Wtl 4B DMB Nni UNIT PLAN B2 Shaet Number A5=2a2 N ACCESSIBILITY LEGEND '} 11;' 11 18.. �, F FE ACCESSIBILITY"T Bo A m YPE B" PLAN NOTES (ALL DIMENSIONS ARE CLEIR MINIMUMS U.N.O.)PLAN...... b 30.NNOTTAGNOTESMY ES APPLY TO TOTIOWISI ISSEEPA11]1x009 1#FACCES61BWrvNE1NOTE INDICATES REQUIRED 2x REINFORCEMENT FOR FU UREaINSTALIDATION OF CHAD MRS. EXTEND FURNFORCEMENTA y1. PRIMLRV ENxUxCE FE0.6EL11p11M.x. FQIMPAV ENIMNLETOOELOGTHIONACCEs518LE MIN.TBEYgJD REpU1RED DIMEN51gJ 3HOWN FOR BAR.NORE Ni ANSI At 17.1 TYPE'A' PND TYPE' B' ACCESSIBILITY DEFAILS) -„_4_____. .o__z______0. •- z wumxc suRFaL�wIDN PEasEcnoN 1Bm 41.craw OGt 9PM£ CIFCUVANIWING6PACE iSXOPm TURNING PACE X- COMPLY WN LML PER SEC CTFAR fL fRWTPF}ROAC FRIXrt MPROMN. RIeX ml CHMIGISS ICF6) l —RT OF AN p PULL SIDE 6GIOroXPoNOw°m1 WIRD ” 3. MEVE SFI IE MURE TO COMPLY WITH SECTION NN303ING WHEREPRFACES TIOOTOREPAOFHENW T2• }� { Tex P} T�____.�.________ °EEADJAENASAYS °NTERIMSACE lFOF THE UN ��PATo suRFAGEGx eucwv J N zr �A. 8 oS OR Po53IH. cz-�o—WR PER 6mnox looa.szCP T OWRro CDMRWEIIX SETMTpROOR UPPP___ 4- J. mSEE 1 er F3131<M PASSAGE MOR TONAVEAaeaoPmwe �F � G__________1 _________�' I'.H________�L______' 'JI II UPPP 'K IS I' 'L- Ij i' a �M �j R R SPERSECnONIom B.RU SH Lcw YWIIXSECTIw D _' T .___________E UPPP_ ____PULL_ uTCx PRROOCX-FELL DOCHAPPMACH PL'6X SIDE 7- eliz PROVIDE FLO SEEACEP06111MIIFSH FAWIMMYWI SECT xINGEMPRWCx-Pusx SIDE uTW APPROACH. SIDE APPROACH. IORTOP xwO£PPPROPcx. PULLNDE SIDE xIN3EM%iOACH. Pusx 93E .ISHMO jl3icaEnsm oEvrHj°LL (BOTH CLOSER AND UNH PrsovlDml sce lwlm aossRl FOADI MUSHIN ES CLEAN MADE SHALL She ��M ON THE APPLIANCE 60• F _________ MARC FROMLOADINGUM�Cx'NCS ERLTHE NE OF DOOORR'OPEOF ENNINGX WERE OF FORM SPACE gHSHORRUAL T OO6UNi WASHED AND • T m• m 1 N BE PmVN'I°RRRTH BLOCKING TO RE 9NFORCTION OF PER BBARSND SHWERSFCTSANNT BHA .. �i 11 1 i� F i 3p 3B• �„ EFRW 5 5074 E08.t.E.33,,6 2..IRED 2.33 OFx2.12.GRABRN lNOURETAPMED V CEMENT MATERWIFF'� 31Y F $ 'N ae• F �F r i� CF: COECTON. HEIGHT RANGEFROVI EMKINOWMALAFF INTIN Y B OPTIONALAVATORY PERSECTKWMONE°IFOR.1v A�VATORYWITITR�CECONDI ACE9TINLL be wi�ainory THE rvSx.SPONr ' I EuvATORv. P__________. WATER CLOSET TCP, TUUB EYES .________. .UPPP_ ._ __. •TRANSFER TYPE 10. OPTION IOµ`TME COIN TBNAWAIER CL03ETPERsmnoNS IOW.11 iaz81001.11 ].z.x. RATH PPOSERS)-PVBX&ICE WAIERCILBET-IYFEA WATERCLMET-TRON) WAWLELOBET-TWE%' P' NSTONE IS RARDAPROA NITS.DR% ROLL NSHOWER INS CLEAR E WIDTH tWNX CLOSERS) IDYEAPP FXCFPrlpll MYTH FOIYNP A APPROACH UNITS. OOM OPTIONBEn SHOW ER.ME'P' CLEARANCE IN Oi TIE WATEACLPSET 9XLLL BE 18 -1B'CIFPROX WESCECF X CPFIpIP84THflWM BATHRWM OPTpNBROTIflGCA1 UNITS LY BE 48 MIN iEOrEg .AVANIn OROTXFRO& UC11C MM.INCEP1x SHNLBE PAPROACH ERMITTED REQUIRED CLEARANCE PROwOED THE WIDTH SIDES REMAINING WATER CLOSET OCCURRENCE IS 3E MN. 11. OOPTIONA RAPHING APPROACH SECTIONS PER SECTION UWA1.3H.C. PROVIDE CLEAR SPACE FOR PNNLLEL FORWARD OPTIO 13 MOR,INLONDON ADBEMN IN OEM PER SECTION I OW.11.33]. I. SHOWER COMPARTMENT TO I4, MUCH EN ME NIMUM CIDEMANCE PER SECTION 1 USED 1 Z 1, 1, CLEARANCE BEFUN PON AUT OPROGI BORE CAR I NETS, COUNTER NPS. APPLIANCE OR WALLS WITHIN WOW AREAS SHALL BE 40 MINIMUM I CLEARANCE OEM EEN ALL OPPOSING BASE GBNI COUNTERPOISE, APRIAN E6 CR WALL$PROVIDEAMCASN Ifl SSACE POAPONNFFOCRPAILLELAPPROACX SCENTEERRSAAACEONNNKEOWL. SINK WRXWA�PHn1UR I DMI DOOR FOR PARAUEL OR FORWARD APRPPOACH BEYOND AN FLOORREACE TH THE SWING OF THE CmHWWSHM DOOR SSE TIONNANGE 1W4 R 33. RANGEHCCOIROP TO NOT EMEED 0 IX IN OEM TO ENSURE ACCMIC TO OUTLETS. 1, CNES1 PER TO DOR ORHARTYca,. A OEAHLOOR SPACE SHALL BE REMIDED FOR PNWIEF OR A ID MFRGEMTDUFRE PER SECTION IBM 12 A CLEAR FLOCK SPACE 514L BE PROVIDED FOR PARALLEL M FORWARD APPROACH. THE CENTERLINE OF CLEAR ROM DREES sH LL BE OFFSET N' MAX FROM THE CE MT NE OF THE PPrLIANCE 21, ALTERNATE RDI IN SHOWERS 43. THE CONTROLS AND HAND SAWYER SHALL REMER TO MEET ACHY FOR AMESSIBILRY CALCULATIONS ADD REMIREM�S. PETER TO SHEETS AD 8.0 THRU ATTES MY ACCESSIBILITY DETAILS, DIMENSIONS ON THE ACCESSID11-111' PLAN M�MW DISTANCE FROM FINISHED WALL SURFACE PSYSIDEF PENUM HARDWARE ON Am SWING DUANE IN MIT PETER TO ARCHITTECTURAL SITE ADD COMPOSINE NEWS FOR LOCATION OF MCEWI� MITS. DIMENEEMS ON THE ACCESSIBURY PLAN REPREASENT DISTANC E FROM FRINIMED WALL SURFACE PROVIDE LEVER HARDWARE OR ALL SWING COORS IN MIT HATH U)NOUTS C�LY Win H OPTION A OR OPTION B FOR TYPE B ON ELLING UNITS - DIMON USED NOTED OR ACCESSOLITY HOW, INDICATES REMOVABLE CABINET CABINET SHALL BE WHOWTHE Won REENKSWIT On REPLACEMENT OF COUNTER TOP AND SURROUNDING CABINET SHAL.- BE FRIENDS. N KEY PLAN (t A+ PROJECT ^o, KEPHART community . planning aarchitacturs 25M W ALNUT STREET DENVER, COLORADO 88205 xww.bl'henmm Z W "' 55 F�3 LL00 O WO F- LU w C/) L e< W Q= /w� V l l�^ V/ OOw =U W 2 0> SOF COLLO U N 037 4 �SFD ARC`F. 03.25.2021 No. DateLREWI W211M 1 1200 1. g r DJV Pmgd0e9igner DMB Date 08.28.2020 Job Number 218094 Druen By RB JT CT xME By DMB FBI UNIT PLAN B2 ACCESSIBILITY Sheet Number A5=2.2a ^o, RCP UNIT PLAN LEGEND _ TYP. RATED CEI LING ON RC AT PLAIE.V-0'LEVEL I-3, 1O'-0'LEVEL 4 NOTE DROOPED CEILING FOR MECHANICAL-NONLOMBUSTABLE OR FRTFMMING mmi DROPPED SWFITAT KITCHEN - NON-COMBUSTABIE W FRT FRAMING UNIT B2a RCP 2 1/81, = 1'-0a 4 t±± .1 2z.T 6.6 ms 9.9 f/ KEYNOTES NM NOTE 6.1 N 6.2 VANITYCABINETW/REMOVABLEBABE.RE: INTERIORS. 6.3 KITCHEN BASE CABINET, RE: INTERIORS. 6.4 i 6.5 PANTRY CABINET, SHELVES IN UPPER HALF AND TWO ROLL BUT SHELVES PROVIDED IN LOWER HALF. 6.6 1/4" = 1' 0" B2a - M. BATH 1 B2a - KITCHEN 3 D 1/41,_1-0a C 1/41,=1•_U" CA 3 UNIT PLAN GENERAL NOTES ALL WALLS ARE 2x4 WOW STUD V.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. INTERIOR DOORS: 1. TO BE HELD 4- OFF ADJACENTTO HINGE SIDE FRAMING, 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6- ADJACENT TO HINGE SIDE FRAMING. ONO. 3. ALL OTHER DBMS SHALL BE CENTERED ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7-0.0 -AL) 2 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES WHEREEVER POSSIBLE. NON STANDARD SIZES TO BE APPROVED BY OWNER CENTER SINK WHERE LOCATED UNDER EXTERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL 8 DOOR HANDLE REQUIREMENTS CASEWORK CONTRACTOR TO INSTALL 4" FINISHED MATERIAL FOR FIELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM 1' FILLER AT ADJACENT WALLS PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH WEN BACKS FOR PLUMBING ACCESS ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLIANCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER. PROVIDE 3' FILLER AT INSIDE CORNERS WHERE BASE AND UPPER CABINETRY ARE ADJACENT, TYPICAL. ALLOWING FOR OPERATION OF HARDWARE WITHOUT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS, TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VERIFY ALL CABINETRY DIMENSIONS PRIOR TO INSTALLATION. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. KEYNOTES NM NOTE 6.1 VANITYGABINEP,REANTERICRS. 6.2 VANITYCABINETW/REMOVABLEBABE.RE: INTERIORS. 6.3 KITCHEN BASE CABINET, RE: INTERIORS. 6.4 KITCHEN CABINET W/ REMOVABLE BASE.; RE: INTERIORS 6.5 PANTRY CABINET, SHELVES IN UPPER HALF AND TWO ROLL BUT SHELVES PROVIDED IN LOWER HALF. 6.6 VANITY TOP. SOLID SURFACE RCM, WITH 4' BACKSPLISH: RE: INTERIORS 6.9 LINEN CABINET WI TOE KICK. FACE ONLY. SECURELY ATTACHED TO THRESHOLD: WISPASS MOF SHELVES SECURED TO WALL WITHIN. 6.13 VANITVDRAWERI RE'. INTERIORS. 614 KITCHEN UPPER CABINET, RE'. INTERIORS 615 KITCHEN BASEDRAWERS, RE: INTERIORS. 628 1'U" DEEP LINEN CABINET WITH SHELVES 829 COAT HOOKS BELOW 9 WOOD SHELF @5'-6 92 TLE; RE: INTERIORS. RT GRANITE COUNTERTOP, 3CM RE: INTERIORS R9 SOLID SURFACE DESK TOP, 2CM; RE: INTERIORS 9.12 DROPPED SOFFIT AT WALL CABINETS- NON-0OMBUSTIBLE OR FRT FRAMING 9.13 DROPPED CEILING FOR MECHANICAL - NON -COMBUSTABLE OR FRT FRAMING 9.21 CORNER CALEB AT ALL OUTSIDE CORNERS OF UNIT ENTRY,TYE. CONFRIM SELECTION WITH INTERIMS &OWNER 10.3 TOILET PAPER DISPENSER 10A TOWEL ROD PER INTERIORS ME MIRROR, RE'. INTERIORS 10.15 MEDICINE CABINET, IN WALL 10.24 TOWEL HCO( RE: INTERIORS 11.1 SIDE BYSIDE REFRIGERATORIFREEIER, WHIRLPOOL"WRS3153I 112 DISHWASHER WHIRLPOOL YNDF331PAHSF OR1WDF5%SAHS' AS REQUIRED BY UNIT, RE: PLUMBING 119 ELECOVENR GEW/ACCESSIBLEWNTROLS,WHIRL OLNVEE5103AW-.WHIRL OL-UXT413WD5'RECIRWU TIONHOODCOABINATONABOVE 11.13 SIDE -BY IDEWASHERANDDRYERWHIRLPCCLNVFW580CHW-FRMTLOAOWMHERMDWE WLM-DRYER. 11.14 ELECMICROWAVEWITHAC SIBLECONRaS,WHIRLP LVMC30516H2'. 122 HE DEEP MDFSHELR PROVIDE2XBLCCKING REINFORCEMENT 12A AODALTERNATE: MODULAR CLOSET DRAWER&SHELVES SYSTEM, HOW OFF RWR;CONHRMFINALSELECTIONWITHOWNER IC 22B KITCHEN SINK, RE: INTERIORS AND PLUMBING 221 VANITY SINK: RE: PLUMBING, INTERIORS 22.10 SHOWER BASE 36"x60" CURB SHOWER BASE AND FRAMED GLASS DOOR, TLE SURROUND RE. INTERIORS 22.11 WATER CLOSET WITH FLUSH HANDLE ON SIDE ADJACENT TO SINK: RE: PLUMBING 22,12 BATHTUB, 36'% 60' KOHLER; RE'. PLUMBING 22.13 WATER HEATER', RE', PLUMBING 22.14 WASHER BOX HOOKUP, RE: PLUMBING 23.6 DRYERNENT EXHAUST, PROVIDE INSECT SCREEN AT EXHAUST VENT 26A DECORATIVE PENDANT LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL ME LIGHT, CEILING FAN COMPATIBLE FOR FUTURE FAN INSTALLATION, CENTERED ON ROOM. RE: INTERIORS, ELECTRICAL MAR VANITY LIGHT FIXTURE, RE'. INTERIORS, ELECTRICAL 1/4" = 1' 0" B2a - M. BATH 1 B2a - KITCHEN 3 D 1/41,_1-0a C 1/41,=1•_U" CA 3 UNIT PLAN GENERAL NOTES ALL WALLS ARE 2x4 WOW STUD V.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. INTERIOR DOORS: 1. TO BE HELD 4- OFF ADJACENTTO HINGE SIDE FRAMING, 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6- ADJACENT TO HINGE SIDE FRAMING. ONO. 3. ALL OTHER DBMS SHALL BE CENTERED ACCESSIBILITY ELEMENTS INDICATED ME REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7-0.0 -AL) 2 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES WHEREEVER POSSIBLE. NON STANDARD SIZES TO BE APPROVED BY OWNER CENTER SINK WHERE LOCATED UNDER EXTERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL 8 DOOR HANDLE REQUIREMENTS CASEWORK CONTRACTOR TO INSTALL 4" FINISHED MATERIAL FOR FIELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM 1' FILLER AT ADJACENT WALLS PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH WEN BACKS FOR PLUMBING ACCESS ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLIANCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER. PROVIDE 3' FILLER AT INSIDE CORNERS WHERE BASE AND UPPER CABINETRY ARE ADJACENT, TYPICAL. ALLOWING FOR OPERATION OF HARDWARE WITHOUT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS, TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VERIFY ALL CABINETRY DIMENSIONS PRIOR TO INSTALLATION. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. B2a - KITCHEN 1 A114, IF 1'-01, N KEY PLAN ®®Z PROJECT 111 ,, ■ KEPHART 25M WALNUT STREET DENVER, COLORADO SUNS xxw.bpM1enmm W M m C) LL00 J0 _U P W cW p C N ^Q Q LL W Q T. /W V! l^ O W =U W l / Q N0 > co co @3L mr DMB 08.28.2020 218094 RB JT CT DMB UNIT PLAN B2a 6=2.3 WALL TYPE SCHEDULE -UNITS MARK ARE MIING DESCRIPTION WLia 2 -HR SHAFT ENCLOSURE- IS CONCRETE, RE STRUCT WDib 2 -HR SHAFT ENCLOSURE- 13' CONCRETE, RE: STRUCT W412 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT WNa NR IS CONCRETE WALL, RE: STRUCT W4)30 NR 12' CONCRETE WALL. RE: STRUCT WM NR 8'CMUWATL W-05 2 -HR FIRE BARRIER, B' CMU WALL WE -la 1 -HR EXTERIOR WALL -2X4 WE -lb 1 -HR EXTERIOR WALL -28 WE -1c 1 -HR EXTERIOR WALL -28 WE -2 1 -HR EXTERIOR WALL -2WW/ MB ON BOTH SIDES WE3a 1 -HR EXTERIOR WALL -(2)X4 WE3b 1 -HR EXTERIOR WALL DEMISING -(2)2H6 WEd 1 -HR EXTERIOR WALL DEMISING -(2)M WE< NR PARAPET2A WES 1 -HR EXTERIOR B SMOKE BARRIER -d8 WE -5a 1 -HR GENERIC WALL MAR 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 MAR 1 -HR UNIT DEMISING, FIRE PARTITION -(2)28 WI -2a 1Q -HR CORRIDOR. FIRE PARTITION -2x4 WI -2b VNIR CORRIDOR, FIRE PARTITION -28 WITH RC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFIBNER& WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFIBNER& WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFIBNER& WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFIBNER& WD FRAMING WI -0a 2 -HR EAT ENCLOSURE. FIRE BARRIER- SHAFFUNER& WE FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFFUNER& WE FRAMING Wlda 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTUNER W 2x WD FRAMING ON ONE SIDE WI -5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTUNER W 2x WD FRAMING ON ONE SIDE WI -Sc 2 -HR SHAFTENCLOSURE FIREBARRIER- SHAFTUNER&WD FRAMING ON EACH SIDE W14 2 -HR SHAFT ENCLOSURE, IT PRECAST WI-] 2 -HR SHAFT ENCLOSURE 2x WD STUD B GWB ON EACH SIDE WIX 2 H FIREWALL-B'PRE-0ABTCONCRETE WI Ba 1 H EXTERIORWALL-2X W19 2 -HR FIREWALL- SHAFTUNER(ONLY) WI -9a 2 -HR FIREWALL - (2) 2x AND WALL ONLY) WIHAc 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE STRUCT WHIR NR 8 -PRECAST WI -Ila 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -24 WI -11b 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -28 WI -11C 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x5 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)28 WALLS W/GWB WEAM 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -22x5 WALLS W/GWB WEAM 1 -HR INT. BEARING WALL -28 WN3b 1 -HR INT. BEARING WALL - SIN WI -14a NR INTERIOR WALL -2X4 WN41D NR INTERIOR WALL -2X6 WI -14c NR INTERIOR WALL -28 WI -15a 11Q -HR FIRE BARRIER 2x4 WNW 11Q -HR FIRE BARRIER -2A WI -16a 1 -HR INTERICRBEARINGWALL-2W WNW 1 -HR INTERIGRBEARINGWALL-2D8 WI -16c 1 -HR INTERIGRBEARINGWALL-228 WI -17 1 -HR SMOKEBARRIER-2X4 B2a - KITCHEN 1 A114, IF 1'-01, N KEY PLAN ®®Z PROJECT 111 ,, ■ KEPHART 25M WALNUT STREET DENVER, COLORADO SUNS xxw.bpM1enmm W M m C) LL00 J0 _U P W cW p C N ^Q Q LL W Q T. /W V! l^ O W =U W l / Q N0 > co co @3L mr DMB 08.28.2020 218094 RB JT CT DMB UNIT PLAN B2a 6=2.3 SIT ALL DIMENSIONS ARE CLEAR MINIMUMS V.NO 1i; IB. Gam. TIMI 1 SOLUTION REFERENCES TO KEMEArr PLAN NOTES ACCESSIBILITY LEGEND � _ ACCESSIBILITY "TYPE ( J 1.mm aAcweRNUT KEYNOTE PLAN _ _ _ ET INDICATES REWIRED 2x REINFORCEMENT FOR FUTURE tR' _ ,. PRIMMYENTRANLEPERSECTOX,ou3.z. PRIWwvENTMrvcE rOBErMaTFnwaccEssl3LE apure. e It IS ' INSTALLATION CF GRAB BARO. EXTEND REINFCRLEMENTA 6 MIN.2'BEYOND REQUIRED DIMENSION SHOWN FOR BAR '` ^' ' 2 PART OrT Oure RSFCTIOxtw.3.Ac[Esslere ROUTE srwtCONNECT ui ntMErvis AND SPaLESTRnT (RE: ANSI AT 17.1 TYPE'A' AND TYPE DETAILS) ._: .C_________j ;D___" I; ;E i_________ 0_� AREVMT op LER PE �� , THE UNIT. mONT1 MR OGt SIAM£ CIRCULAR 1'-6HeFm NIWINGSPACE X- 3 OFSYING WISH MOTIO]3.NLROgA35 OS BY ANACCESSIBLE OOHS AND PROMISE A GIFS) PF}ROAC FRONT APPROACH! HORNING REWIRED To COMMYW WITH LECTION 3W.(E%CEPfgXLLO3Ei3AND TOILEiRIXM13ANU BATHRCOM9TINTME IEF6) PULLSIEf SRED MF LNIOHOXPoroWOmEfl WID � HOT REWmm TO CANARY WnN SECTION 10 0 3 1131 T T a0' COMPLY RUTH SECTION AM ECTIONIWA.WNYJHGSURFACES THAT Af£PART OF AN ACCESSIBLE ROME 3HNL p. WNI(INGSURFALESPER6 b � � � � /y � � � �-}) s. DWRSAxD Wpaways PFRSEcnpx llw3.s. PRIMMvaro PMSAceDWR3T0 cpMPLvwlTx sEcnpx4o4. RMMPERSEGfl0NI �} �} 6. OPERABLE PARTS MEN SECTOR 10039. aHMNG CONTROLS. BLECTINIswTEREDAroRECErrAcreOUTLETS. e _________�FHwGEnrmoAC�IH -PLusceI;G____ s I. S, ''g FAILURE x ACOx�oPCCONTROLS oNERAn. NGHARDWARE FOR aERABLEwNDows. PLUMBING R L,J___�OsHULDCOMKLvwml sEcnpry 3os �cwVSIDE LINES APPROACH PUSH SIDE MuicNvaLATER MPRaD. FULL SIDE SM)ULuCHARPUH-weHSDE 6. PERsscOx,003,8WAHINGMHINSroRRTOWMKYWmSEmIOX$,,. DEnm DEPTH) ROTHTL�EarO oNDm1 EWUTCLOSER) 9 PON SECUM 100L 11 REEMEM.Cm 60- FOR SHE FURALE SHOWS SEATS NOCOIAKVWITI518 �]0.3 N1.1 3 FREINFORCEMENT MALIEWLFCR BLOOKIG TO WHAT EED LOAD OFam UPS MBILL MaYMNLAFF, nI9flUEm ATNIIN ANY DIRECTION HEIGHT RANGE MOM •FINISH 0 �TORYPERSOCTION0WTOOM0.WRN&B PROVIDEAREMOAINEB46ECPHNET FXYa3Ewrvo REMOVPBE MARC AFIFTO EA.. O. COUNTERTOP ,. 11,I MT1EROCERSECTON10Y3113], MIRRORS TO HAVE THE BOTTOM EDGE OF THE REFIECTEDBVRFACE 4V MAX MORIE�$ II THE REAR AND TO ONE SIDE THE CENTERL 12. x OF 2<A ER WORST ALLB 344E BEPo9rt . INEOFn1E WATER CLOSETSHNLBE IB' MINANO WMAX ROMHIE WALL. WaIERCIDSET� LUTE WPTEACLOSET-TVFE0. WATER CLOSET PROACH ', A' PP TRANSFEATYFE LATCX PFPROACX-PVBX BICE PNULLELPF}nOACX, VNR6BM B fgiWPALI APPROACH UNRS.C%IpIB TYPE BY SHOWER 13. WATER LLG�Ei LLEOANJLE/OVERIAPI£R BmnON 1Q0.11 T2p1, PRONDEAW WIDE %BCCEEP CLEPTWICE UNITS (WITH CLOSER) IOYEAPP EXCEPIIpII EN SONY NB -TYPE% COLTER MRS. MON SHOWER-ME'A' ARWXOTXE WATER0.03ET. ArAVATORY I3PllGWED TO MERIAPIXTOn1E6V%W OLEAIUXCE. CPTCNABATX CPTCNABAi1NOOM BgiNflWM OPTION BBOTIRCOM VNR6 M CLOSET SECTOR 100I THE WATER CLOSETHEIGHi SHPLLmB' iSMIN. ON01MP%. APoVETRIEEi1E BOOR. MFA3UREO70 THE TOP OFTIESE4i. ANSI Al I T.I. MW TYPE 15, WATER CLOSET FLUSH CONTROLS PER SECTION 1003.113A 8. HAND OPERATES FLUSH WN1R SHELL COMPLY WITH DECEMBER 5W. LOCATED WNRCLB ON MEN SEE OF WATER CLOSET. 16 __^_EPERSERION10.b.11.25.1M]TB4THTUBCLEPRPNCETOE NDMUL GMOPMA B AND WIN DEPTH. 17 BATHTUB CONTROLS PER SECTION TOP lIG 6TROY 5. CONTROLS TO BE LOCATED OFF CENTER. CONTROLS TO BE PROVI ON END WALL. LOCATED 6ETA EEN ME BATNNB NM AND GMB BM AND BETWEEN THE OPEN SIDE OF THE BATH U?I AMC THE MIDPOINT OF THE W ETH OF WE BETH. CONRS OTO COMEDY W RH SECTION SRA. SEE ILLUSTRATION ON ACCESSICIE DETNL SHEETS. 18 BATHTUB CAR BE USED AANDHASNHDSHaOMPRANDRXEDSHOWNHEADSHALLOSHONEE ITEC SelOWERISHALL AVELAT CONTROL WITH A BAR SLATER INSTOOUT)TOTNOTOBSTVE SHUT FUCTATIEUSECF GRAB BEGAT HTHANp GROWER M.^.IINIFDONAVERTCK NHSNLLEICDElG9mT�LSPDSODGOCPINESNLERi4E. U TWFLOORFISXIMUNR CABINETWALLNSURROUNDING_ HANDIX IONEERloFT BE LLlIOTEDONTHE HE EXE WALL OPPOOF �SESFAE. SEAT, W MIN. AND 45' MU' ABOVE SHE SHOWER FLOOR WITH112 52W3 e. MWESHOLD SHALL BE VSE MUS N HEIGHAND SHALL BE BEVELED.HOUNDED.ORVERMVJ- 220 R fMSwT�HN21.1 MCIMUMCLEFARA CEMEEB MN0 LEEPoSINGB ECMINETb,CWNTER PS, APPLIANCES OR W SURFAX HEIGHT TONE W MAX MSURFACE VE FINISH R R. THERE SHUT BE NO SHARP OR MEAGRE SURFACES ON THE EXPOSED HEIGHT PROVIDE a. KRONER CARTER OP ELNSIOIK REALPROVIDA RREM3OVAB81E BASE PLWR5PACEH FFLLOOR UNDER AND WA LSICA3INETS AROUND REMOVABLE 806E CABINET 25,KITCHN SINK HEIOEIGHT P PER TION UP ERa E THE FROM OF THE SINK TO BE W MEW. MOVIE THE FLOOR MEAMED FAINGETS TO COMPLY W I BECTON Am SIN� BEIASNSUL TED OROSOERWISEN THEECOONFIGUREDMED 9 DEATHS MAKER CONTACTYTHERE $HALL BE NO SHARP OR S PLL I OW SURFACE B Cl luu'.a OFiRaacPu[tc pER gEC1KKN1003.126.1. All MPLNNCECO SSWLLLCOMPLYWRHSECTIOL 26. AMIANLESCIEAR NDOR$PACEPER SECTION IM 1262 PRWIOEAXWKQKCUMFLOCRSPACEPDW IONEo FOR FORWARD OR PARALLEL APPROACH. M. a FERSEC 1WI12S&PoMIONCIEARFLOGi$PaCEAWACENTTOTMDISHW"HERWOR. 31. OP PERSECTlox 1o631asa 32 1EDSaPERSECFON1033.12.56.WEN$HLLL COMKVWIIH SECTION IM3.125.5. WENS SHELL MVEWMROLS ON FRONT PANELS. ON EITHER SIDE OF THE DOOR 33, Pe FFp$ECTICH IWl12v.8 34, WINNEXEN PER SECTION NOR 13. AT LEAST ONEWNDOW IN EACH BLEEPING LANG, CA DINNG$PACESHLL MVEOPERA3LEPARR WMPL"NG W NH $ECFION lW3B. 35STODORPNVLIELMPROACHRAGE FACILITIES UMNCE PERSECTIN IM3Po .14. %IWDEA30'YA6`CLFAR FLOOR FOR FORW AS STORAGE AMOURS UW TME OF THE REACH RAINGES SPEGFED IN SECTION 3M. LEADING EWE OF CLOSET SHELF SHALL NOT BE MORE 37SPORAGE T ONAMOURS BLE PARTS PER SECTION 1W314. OPERAME PARTS ON SIGRAGE FAGMES 3WLLL COMMY WITH REFER TO ARCHURECTURAL SIM AND COMPOSITE PCWS FOR LOCATION Of ACCESSELE UNITS, REFER TO SWEETS ADS 0 THRU ARS 5 MR ACCESSIBILITY DETAILS. DIMENSIONS OR THE ACCESSOLITY PLAN REPRESENT DISTANCE FIRM FINISHED WALL SURFACE PROVIDE LIEVER �AM ON ALL SKY ING DOCARS IN UNIT N KEY PLAN ® 4 PROJECT ^o, x 0 0 0 U KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, COLORADO 80205 xww.bpM1eRmm FEMININE Z W "3.•'1 M) LL00 O ississis 1 I1WO1 LL w �C�// LL Q Q W Q T. /A\ /w V l l�^ O OIV =U T/1 W _ W 0 > W���./•� FBI - SOF C040 B N 037 4 �SFD ARC`F. 03.25.2021 No. DateLREWI USES 1 1200 mg r DJV Pmpd Oeeigner DMB m 08.28.2020 Job Number 218094 Ent By RB JT CT Elected By DMB AN B2a ACCESSIBILITY r L 5=2.3a ^o, x 0 0 0 U RCP UNIT PLAN LEGEND _ TYR RATED CEILING ON RC AT PLATE. AT' LEVEL 13, ITLT LEVEL4 6.1 DROPPED MILLING FOR MECHANICAL- NON COMHUSTABLE OR FRT FRAMING umi DROPPED SOFFIT AT KITCHEN- NONCOMBUSTABLEORFRTFRAMING UNIT 132e RCP 2 1/8,.= -0., ES Hr HT KEYNOTES N0. NOTE 6.1 VANITYCABINET; RE: INTERIORS. 6.3 KITCHEN BASE CABINET, RE: INTERIORS. 6.5 PANTRY CABINET, SHELVES IN UPPER HALF AND TWO RIXL CUT SHELVES PROVIDED IN LOWER HALF. 6.6 VANITY TOP. SOLID SURFACE 2CM, WITH 4' BACKSPIPSH: RE: INFERIORS 6.9 LINEN CABINET WI TOE KICK, FACE ONLY. SECURELY ATTACHED TO THRESHOLD; WI(5) FIXED MDF SHELVES SECURED TO WALL WITHIN. 6.13 VANITY DRAWER; RE: INTERIORS. 6.14 KITCHEN OFFER CABINET; RE: INTERIORS 6.29 COAT HOOKS BELOW T WOOD SHELF G 5'6' 9.2 TRE: RE: INTERIORS, 9.T GRANITE COUNTERTOP, 3CM NO INTERIORS 9.9 SOLID SURFACE DESK TOP. 2CM: RE: INTERIORS 912 DROPPED SOFFIT AT WALL CABINETS- NON-0OMBOSTIBLEORFRTFRAMING 913 DROPPED CEILING FOR MECHANICAL -NON -COMBUSTABLE OR FRT FRAMING 921 CORNER GAURD AT ALL OUTSIDE CORNERS OF UNIT ENTRY, TTP. CONFRIM SELECTION WITH INTERICRS&OWNER 103 TOILET PAPER DISPENSER 104 TOWEL ROD PER INTERIORS 105 MIRROR', RE'. INTERIORS 1015 MEDICINE CABINET, IN WALL 1024 TOWEL ROOM, RE: INTERIORS 112 DISHWASHER WHIRLPOOL 101DFP31PAHSr OR-WDF55()SJARi REWIRED BY INR, RE: PLUMBING 11.10 ELECTRIC RANGEIOVENIMICROWAVEIRECIRCULATIW HOOD, WHIRLPOOL PNFE320M3ES' ELECTRICOVENRAINGE WITH WHIRLPOOL WMH3101TH5' MICORWAVE AND WHIRLPOOL VX`RTNADS RECIRCULATION HOOD COMBINATION ABOVE 11.12 STACKABLE FULL SIZE WASHER 1NFW560CHW- AND DRYER'WEDS60LHW', 12.1 SINGLE ROD AND SH ELF, PROVIDE 2X BLOCKING REINFORCEMENT 12.3 DOUBIE ROD AND SHELF, PRI DE 2X BLOCKING REINFORCEMENT 12.4 ACD ALTERNATE: MODULAR CLOSETDRAWER&SHELVES SYSTEM, HOLD OFF FLOOR; CONFIRM FINAL SELECTION WITH OWNER. (NIC) 22.6 KITCHEN SINK, RE: INTERIORS AND PLUMBING 221 VANITY SINK; RE: PLUMBING, INTERIORS 22.10 SHOWER EASE, 36'X MY CURB SHOWER BASE AND FRAMED GLASS DOOR. TLE SURROUND RE. INTERIORS 22.11 IWATER CLOSET WITH FLUSH HANDLE ON SIDE ADJACENT TO SINK; RE: PLUMBING 22.12 BATHTUB, 36' X60' KOHLER, RE'. PLUMBING 22.13 WATERHEATER, RE', PLUMBING 22.14 WASHER BOX HOOKUP. RE'. PLUMBING SEA DECORATIVE PENDANT LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL 26.5 LIGHT, CEILING FAN COMPATIBLE FOR FUTURE FAN INSTALLATION, CENTERED ON ROOM. RE: INTERIORS, ELECTRICAL 26.10 VANITY LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL LF[!I111EIIIIIrly 2eX II BBATH 1 132e - M.BATH 1 B2e - KITCHEN 3 E 1/4" = 1'-0" D 1/4" = 1'-01, 1I4" = 1'-0' ULM 132e - KITCHEN 2 B 1/4„ = 1•-0" ET UNIT PLAN GENERAL NOTES ALL WALLS ME 2X4 WOOD SND U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. INTERIOR DOORS: 1. TO BE HELD 4' OFF ADJACENT TO HINGE SIDE FRAMING, 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6- ADJACENT TO HINGE SIDE FRAMING. U.N.O. 3. ALL OTHER DOCRB SHALL BE CENTERED ACCESSIBNTY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIORTO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -i 0-A]-].2 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES WHEREEVER POSSIBLE. NON STANDARD SIZES TO BE APPROVED BY OWNER CENTER SINK WHERE LOCATED UNDER EXTERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL & DOOR HANDLE REQUIREMENTS CASEWORK CONTRACTOR TO INSTALL 4- FINISHED MATERIAL FOR FIELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM I- FILLER AT ADJACENT WALLS • PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH OPEN BACKS FOR PLUMBING ACCESS • ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLIANCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER- PROVIDE WNERPROVIDE 3' FILLER AT INSIDE CORNERS WHERE BASE AND UPPER CABINETRY ARE ADJACENT, TYPICAL. ALLOWING FOR OPERATION OF HARDWARE WITHOUT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS, TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VER FY ALL CABINETRY DIMENSIONS PRIOR TO INSTALLATION. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURB. 57314- 132e 314'B2e - KITCHEN 1 A 1/4" = 1•_0" N KEY PLAN ® 4 PROJECT WALL TYPE SCHEDULE -UNITS MARK FIRE RATING DESCRIPTION WLia 2 -HR SHAFT ENCLOSURE- OF CONCRETE, RE STRUCT W4)14 2 -HR SI -AFT ENCLOSURE- 13' CONCRETE, RE: STRUCT VAN 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT WNe NR 8' CONCRETE WALL, RE: STRUCT W430 NR 12' CONCRETE WALL. RE: STRUCT W44 NR FCMUWAll WL5 2 H FIRE BARRIER. B' CMU WALL WETO1 M EXTERIOR WALL -2x4 WE1b1 M EXTERIOR WALL -28 WE1c1 M EXTERIOR WALL -28 WE -2 1 -HR EXTERIOR WALL- 28 WI GONE ON BOTH SIDES WE -3a 1 -HR EXTERIOR WALL -(2)Zk WE -Su 1 -HR EXTERIOR WALL DEMISING -(2)W WEda 1 -HR EXTERIOR WALL DEMISING -(2)M WEA NR PARAPET2A WE-5 1 -HR EXTERIOR& SMOKE BARRIER -d8 WE -Ba 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WIAIR 1 -HR UNIT DEMISING, FIRE PARTITION -(2)28 VI 12 -HR CORRIDOR. FIRE PARTTION-2x4 WI -24 IC -HR CORRIDOR, FIRE PARTITION -28 WITH RC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER& WD FRAMING VI 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER& WD FRAMING VI 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER& WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER& WD FRAMING WI4a 2 -HR EAT ENCLOSURE. FIRE BARRIER- SHAFFL1NER& WD FRAMING WI4& 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFFL1NER& WD FRAMING Wlda 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHPALINER W 2x WD FRAMING ON ONE SIDE WIdB 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE W14c 2 -HR SHAFFENCLOSURE FIREBARRER- SHAFRINER&WD FRAMING ON EACH SIDE W14 2 -HR SHAFT ENCLOSURE, OF PRECAST WI-] 2 -HR SHAFT ENCLOSURE 2x WD STUD& GONE ON EACH SIDE Wld 2 M FIREWALL- B'PREUCASTCONCRETE WIAO 1 M EXTERIORWALL-26 W19 2 -HR FIREWALL- SHAFTUNER(ONLY) WI-Sa 2 -HR FIREWALL - (2) 2x TWO WALL ONLY) WI -09c 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE STRUCT WI -10 NR 8 -PRECAST W411O 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -24 WNID 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -28 WIAF1 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x5 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)28 WALLS W1 GAS WH26 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -22x3 WALLS W1 GAS WH3a 1 -HR INT. BEARING WALL -28 WF13to 1 -HR INT. BEARING WALL -2X8 WH4a NR INTERIOR WALL -2X4 WI -141) NS INTERIOR WALL -2x6 WI -14c NR INTERIOR WALL -2x8 WI -15a 112 -HR FIRE BARRIER 2x4 WNW 112 -HR FIRE BARRIER -2A WHBe 1 -HR INTERICRBEAAINGWALL-22N WHOP 1 -HR INTERICRBEAAINGWALL- CM WI -15c 1 -HR INTERICRBEAAINGWALL-228 WI -17 1 -HR SMOKEBARRIER-2X4 57314- 132e 314'B2e - KITCHEN 1 A 1/4" = 1•_0" N KEY PLAN ® 4 PROJECT N 111 ,, ■ KEPHART community • planning aarchitacture 25M WALNUT STREET DENVER, COLORADO BUMS xww.bpM1eRmm U) FEMM Z W M 55 LL00 O P IO1 W w C) LCL( Q Q LLI Q D /w V! l� O O = IV1l1 W U _ W 0 > V SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 No.!rt NAMSUBMITTAL 1 rag DI Pmgd Designer DMB Data eeeeee 08.28.2020 Job Number eeeeee 218094 mMm Y eeeeee RB JT CT Clmlee By eeeeee DMB Title eeeeee UNIT PLAN 32e Shea Number A5-264 N 1/4" = V-10" 13 OPTIOMOR, INLENGTH AND BY MEN, IN OEM PER SECTION I OW.11.3.2.3. I. SHOWER COMPARTMENT TO I4, MUCH EN MI NIMUM CIDERMANCE PER SECTION 1 USED 1 Z 1, 1, CLEMANCE BEM EM AUT OPROGI BASE CPBI NETS, COUNTER NPS. APPLIANCES OR WALLS WITHIN WOW AREAS SHALL BE 40'�G MINIMUM I CLEARANCE OEM MEN ALL OPPOSING BASE SABI COUNTERPOISE, APPLIANCES CA WALLIS PROVIDEAMCAME 1 SSPNAWAfpAPACHCE ONN FORPAILIELAPPROACX SCENNEERRSPPAACEONONKBOWL. SINK WRXFEMAJCOMPLYWITIn1UR I JACENIFTOTHE OuHW�44RER DOOR EOR PAANIFL OR FORWARD APER SEFTON 10011222 MSTION PPPROACH BEYOND FLOORGRACE THE SWING OF PIE CeSHRMHER DOOR SECTOR104 2 33. RANGETCCOIROP TO NOT EMEED 0 IX IN OEPFX TO ENSURE ACCMIS CH RANGE TO OUTLETS. 1, EVER AERSESECTION 2A ONN OURG. A GPACE EAR FLOOR BSHALL BE PROVIDED FOR PNWIEI GR FORW ID REFRGERATOUFREEZER PER SECTION 1001.1335. A CLEAR FLOOR SPACE SXNL EE PRWIDEB FCA PARALLEL OR FgRWORO APPROACH. THE CENTERLINE O CLEAR ROM SPACE SHLLL BE OFFSET Or MAK FROM THE CENTERME OF THE AMLIONCE 21, ALTERNATE ROI IN SHOWERS PER SECTION BE 13. THE CONTROLS AND HAND SHOWER SHALL PETER TO SHEETS AD 8.0 THIN ATIDS NOR ACCESSIBILITY DETAILS, DIMENSIONS ON THE ACCESSIBURN' RAN RMESENT DISTANCE PROM FINISHED Vh%LL SURFACE INSCRIBE LEVER HARDWARE ON Am BRING DUANE IN MIT PETER TO ARCHITTECTURAL SITE AND COMPOSITE ROME PONT LOCATION OF ACCESSIBLE UNITS. PROVIDE DEEP HARDWARE ON ALL SWING COME IN MIT SON DAYOUTS COMPLY Win H OPTION A OR OPTION A FOR TYPE B ON ELLING UNITS - OPTION USED NOTED ON ACCESSOLITY PLAN, INDICkrES MEMORABLE CABINET CABINET SHALL BE REVACHWOUE WSO REMOVAL ON REPLACEMENT OF COUNTER TOP AND SURROUNDING CABINET S -i BE FINISHED. N KEY PLAN ® 4 PROJECT 111 ,, ■ KEPHART community . planning aArchitecture ACCESSIBILITY LEGEND ! ! Bv' Z °M YPE B"PLAN NOTES ACCESSIBILITY (ALL DIMENSIONS ARE CLEAR MINIMUMSUN.O.) f� 3 O i WO NCESARET PLAN — — — — — — — � t g0 I0 F_ � FE CN TEERENCEPLYTOT IS SPEcA11]1]000 1 # FACCESSIBIUT NEYNOIE LL Q W Q= /w� V l INDICATES REQUIRED 2x REINFORCEMENT FOR FUTUREINSTALLATIXJ V/ OOw =U 18' WARY 108.2. FRIMAPVENRANLETO BELouT®oXAcc[ssI3LEMIN. OF GRAB BARS. E%LEND REINFORCEMENTA Q. z BEYOND REQUIRED DIMENSION SHOWN FOR BAR.�}°(E:ANBI SOF CO4O U N R UREGN 03.25.2021 No. DateLREWMI III 1 1200 ;- AII].1 TTPE'A'PNDTYPE'B'ACLESBIBILITYDETAILS) C_________D___________ 2 wuwN°SORFa3EWHYRPmsECIONTIMal,____- g r DJV Ppgd Designer DMB M 08.28.2020 Job Number COMPLY WRH6ECIIONeIX1.5. Oman By GE9R FlAgi SPACE GR4LVANiNIX09PPLE MOX- T91NPE➢TLWIIX3SPACE FULL UNIT 32e ACCESSIBILITY r5=2.4a ICF9I LA SIX E(TMPRWSER AMEN PULL SIX BpE(BOTH AND SIDEND 3. V PERSECTOR1880.0.3.WALKING THAT ARE PAWOFAN ____________________ $B'. ]P NEROD IR P DEDI u 303 WHERESURFACES rtY ORBALCONY COMPLY SECTIONSURFACE �i - �� F i i� PEiry sHUL MEERVIOUS BEA MAXIMUM BELOW THE % OCR yU. ]0' �' ' ___ _____ _ ______ _______ ___________ .�' LEVE OF HEA os THE uxlr FTMCWT Rlory - 3 Oroa } T } �A' _______ T � ___________ s PER SECTION wwv OcaRro cwnlaAvwnx s[crlcx 1004 m4 i i F 2z t2^- S. YSPER SECTIOM3 PASSAGE OEM TO HAVE A CLEAR OPENI NG PASSAGE DOORWAYS 535 a iFF OF3131< MIK 2-1 V 0 F T� ��} �T R RAUMPERSECnoNING6 Runes sxuL cwnavwnx sEcrloxaos. '.F § I p' I'.H g_________p.______' .G___ar --------0 T e XIXC£ARROACX-PLLLSEE HNGEPWROACX-PULL6CE RINE£ARAONCR-RNEN SIDE HINGEAPPRUCH-PUSH SIDE u TCR APM(a X -WCL SIDE IATCHPMIOACX-PULL LATER APPRO4CR-RNEN SIDE 6113 10G AWX08' CLEM FLOM SPACE MOTION FOR PARAUEL APPROACH FCA TOP (CEtliFA3EO DEPTH) BONN CLOSER AND LATER PXOVIOmI SEE ryITI CLO9EIYI FOADI MACHINES CLEAN CR OWLE MARY OF ��M ON THE APPLIMCE FISH ? 80' LOMNGMkofli THE CENTERLINE OF THECULAR SUDOR SPACESHALL BE OFFSET N INCHOPEC CENTERLINE OF DOOR OPENING WAS OFTHE OESIcx IS FRCNrLwrvxcWASHED i ANDCRYE • � V N GRAS SAER) TPMR SECTION 1000.AE REINFORCEMENT 11 OF GRABBARS ME SHCAVER SIDUS ANN To 38• COMPLY WITH04550ONGEO33.MwEO1.3.E GRAB REND6Hn.. 808 2.1.3. .2 GRAB BN3 REPHYPGCXIIN NANY ! I 3T REWIRED LOP➢OFE58HART APMED AT g 30' m OB' if ] 33F MIT T039'MAXPFF. 26 T li iR OPTIONArwvnTORV PERSECTIONIMAIFOR.IY A�VATORYWITITH�CELCORSACE9TCOMPINLL i WITH 3 1T IONED i BE CE ON THE WATCRANO BE CENIFAFDOXMEIAVATORY. IN_________________ ________________ •� _r .P _________________ _____________ eQ , _ _ __ _ _ _ _ 'MBn$CWNE 'EXON 10. OPTIOION MR IM -PLlSH610E WAIERCLME-TYPEA LATG10Los EEA WVERLAP WRALLELQSEF-TPE'B', TLS-TYPE TLB-ME'A' TLB -ME" ARTS. -TO ROLL'B'DXHS,RR PER TYPE CATE3.2G. OF THE WATER CLOSET 9WLLL BE 18 �1CGFARON WESCE°F F THE WATER CLOSET SHALL BE sep (W RX CLOEEIO (OVERLAP E%CEPFIpII Superm PARALLEL APPROACH e'- RUBE AST CNB REQUpMflTHEAPµCELME ACQUIRED DOLE CPIICNAEARN CVIICNAMTIR0.M1 flATH0.0JM OPTION BOAMRCCAI UNR6 CLRCEOrE.AVANIn OROTXEAO& UCIICNm•MAH.INXE SHNLSE PERMITTED TO CAARLAP THE REQUIRED CLEARANCE PRrnmED THE WIDTH OFTIE REMAINING WATER CLOSET CLEARANCE IS GS NO 11. OOPTION A BATHING ACIL SECTIONS PER SECM IOM.11.3.1]. PROVIDE CLEAR SPACE FCA PARALLEL FORWMD 1/4" = V-10" 13 OPTIOMOR, INLENGTH AND BY MEN, IN OEM PER SECTION I OW.11.3.2.3. I. SHOWER COMPARTMENT TO I4, MUCH EN MI NIMUM CIDERMANCE PER SECTION 1 USED 1 Z 1, 1, CLEMANCE BEM EM AUT OPROGI BASE CPBI NETS, COUNTER NPS. APPLIANCES OR WALLS WITHIN WOW AREAS SHALL BE 40'�G MINIMUM I CLEARANCE OEM MEN ALL OPPOSING BASE SABI COUNTERPOISE, APPLIANCES CA WALLIS PROVIDEAMCAME 1 SSPNAWAfpAPACHCE ONN FORPAILIELAPPROACX SCENNEERRSPPAACEONONKBOWL. SINK WRXFEMAJCOMPLYWITIn1UR I JACENIFTOTHE OuHW�44RER DOOR EOR PAANIFL OR FORWARD APER SEFTON 10011222 MSTION PPPROACH BEYOND FLOORGRACE THE SWING OF PIE CeSHRMHER DOOR SECTOR104 2 33. RANGETCCOIROP TO NOT EMEED 0 IX IN OEPFX TO ENSURE ACCMIS CH RANGE TO OUTLETS. 1, EVER AERSESECTION 2A ONN OURG. A GPACE EAR FLOOR BSHALL BE PROVIDED FOR PNWIEI GR FORW ID REFRGERATOUFREEZER PER SECTION 1001.1335. A CLEAR FLOOR SPACE SXNL EE PRWIDEB FCA PARALLEL OR FgRWORO APPROACH. THE CENTERLINE O CLEAR ROM SPACE SHLLL BE OFFSET Or MAK FROM THE CENTERME OF THE AMLIONCE 21, ALTERNATE ROI IN SHOWERS PER SECTION BE 13. THE CONTROLS AND HAND SHOWER SHALL PETER TO SHEETS AD 8.0 THIN ATIDS NOR ACCESSIBILITY DETAILS, DIMENSIONS ON THE ACCESSIBURN' RAN RMESENT DISTANCE PROM FINISHED Vh%LL SURFACE INSCRIBE LEVER HARDWARE ON Am BRING DUANE IN MIT PETER TO ARCHITTECTURAL SITE AND COMPOSITE ROME PONT LOCATION OF ACCESSIBLE UNITS. PROVIDE DEEP HARDWARE ON ALL SWING COME IN MIT SON DAYOUTS COMPLY Win H OPTION A OR OPTION A FOR TYPE B ON ELLING UNITS - OPTION USED NOTED ON ACCESSOLITY PLAN, INDICkrES MEMORABLE CABINET CABINET SHALL BE REVACHWOUE WSO REMOVAL ON REPLACEMENT OF COUNTER TOP AND SURROUNDING CABINET S -i BE FINISHED. N KEY PLAN ® 4 PROJECT ^o, H M cB DIE 0 U 111 ,, ■ KEPHART community . planning aArchitecture 25M W ALNUT STREET DENVER, COLORADO PoMS xxw.'mq�enmm Z W "' 55 F�3 LL00 O WO F_ LU w /0_// LL Q W Q= /w� V l l�^ V/ OOw =U W 2 0> SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. DateLREWMI III 1 1200 1. g r DJV Ppgd Designer DMB M 08.28.2020 Job Number 218094 Oman By RB JT CT ChBy DMB Tnle UNIT 32e ACCESSIBILITY r5=2.4a LA ^o, H M cB DIE 0 U RCP UNIT PLAN LEGEND _ TYP. RATED CEILING ON RC AT PLATE. 94REVEL 13. 10'-M LEVEL 6.1 DROPPED CEILING FOR MECHANICAL - NON COMBUSTABLE OR FRT FRAMING UMI DROPPED SOFFIT AT KITCHEN- NON-COMBUSTABLE OR FRT FRAMING UNIT B3 RCP 2 1/81, - 11-01, B3 - BATH 2 6.9 0. B3 M .BATH 2 S I KEYNOTES NM NOTE 6.1 VANITYCABINETREANTERICRS. 6.3 KITCHEN BASE CABINET, RE: INTERKDRS. 6.5 PANTRY CABINET, SHELVES IN UPPER HALF AND TWO ROLL OUT SHELVES PROVIDED IN LOWER HALF. 6.6 VANITY TOP. SOLID SURFACE RCM, WITH 4' BACAPIIal RE: INTERIORS 6.9 LINEN CABINET WI TOE KICK, FACE ONLY. SECURELY ATTACHED TO THRESHOLD; WI(5) FIXED MDF SHELVES SECURED TO WALL WITHIN. 6.12 LINEN MDF SHELVES S; PAINTED 6.13 VANITY DRAWER; RE: INTERIORS. 6.14 KITCHEN UPPER CABINET: RE: INTERIORS 6.29 COAT HOOKS BELOW T WOOD SHELF 0 5'6' 9.2 LEE: RE: INTERORS. 9.T GRANITE COUNTERTOP, 3CM: RE:IWERIORS 99 SOLID SURFACE DESK TOP. 2CM; RE: INTERIORS 912 DROPPED SOFFIT AT WALL CABINETS- NONCOMBUSTIBLE OR FRT FRAMING 921 CORNER GAURD AT ALL OUTSIDE CORNERS OF UNIT ENTRY, TVP. WNFRIM SELECTION WITH INTERIORS &OWNER 103 TOILET PAPER DISPENSER 104 TOWEL ROD PER INTERIORS 105 MIRROR', RE'. INTERIORS 1015 MEDICINE CABINET, IN WALL 1024 TOWEL HOU( RE: INTERIORS 112 DISHWASHER WHIRLPOOL W1)1`331PAHI OR-WDF550SNIS'AS REWIRED BY UNIT, RE: PLUMBING 11.10 ELECTRIC RANGEIOVENIMICROWAVEIRECIRCULATIW HOOD, WHIRLPOOL WFE320M0ES" ELECTRICOVENRWNGE WITH WHIRLPOOL WMH31011'HS' MICORWAVE AND WHIRLPOOL VXTMWAD5 RECIRCULATION HOOD COMBINATION ABOVE 11.12 STACKABLE FULL SIZE WASHER WFWS60CHW-AND DRYER-WEDS60LHW-, 12.1 SINGLE ROD AND SH ELF, PROVIDE 2X BLOCKING REINFORCEMENT 12.3 DOUBLE ROD AND SHELF, PROVIDE 2X BLOCKING REINFORCEMENT 22.6 KITCHEN SINK, RE: INTERIORS AND PLUMBING 22] VANITY SINK: RE: PLUMBING, INTERIORS 22.10 SHOWER BASE, 36"XM. CURB SHOWER BASE AND FRAMED GLASS DOOR. TILE SURROUND RE. INTERIORS 22.11 WATER CLOSET WITH FLUSH HANDLE ON SIDE ADJACENT TO SINK RE: PLUMBING 22.12 BATHTUB. 36' XW' KOHLER. RE'. PLUMBING 22.13 WATER HEATER RE; PLUMBING 22.14 WASHERBOXHOOKURRE: PLUMBING 23.6 DRYERIVENT EXHAUST, PROVIDE INSECT SCREEN AT EXHAUST VENT 26.4 DECORATIVE PENDANT LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL 26.5 LIGHT, CEILING FAN COMPATIBLE FOR FUTURE FAN INSTALLATION, CENTERED ON ROOM. RE: INTERIORS, ELECTRICAL WAS VANITYUGHTFC(NRE. RE: INTERICRS.ELECTRIGAL ® I II�III�1-I1� NEWS! BLINI CABINE ii UNIT PLAN GENERAL NOTES ALL WALLS ME 2X4 WOOD SND U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. INTERIOR DOORS: 1. TO BE HELD AP OFF ADJACENT TO HINGE SIDE FRAMING, 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6- ADJACENT TO HINGE SIDE FRAMING. U.N.O. 3. ALL OTHER DOCRB SHALL BE CENTERED ACCESSIBNTY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIORTO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -70-A7-7.2 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES WHEREEVER POSSIBLE. NON STANDARD SIZES TO BE APPROVED BY OWNER CENTER SINK WHERE LOCATED UNDER EXTERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL & DOOR HANDLE REQUIREMENTS CASEWORK CONTRACTOR TO INSTALL 4- FINISHED MATERWL FOR HELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM V FILLER AT ADJACENT WALLS • PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH OPEN BACKS FOR PLUMBING ACCESS • ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLMNCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER- PROVIDE WNERPROVIDE 3' FILLER AT INSIDE CORNERS WHERE BASE AND UPPER CABINETRY ARE ADJACENT, TYPICAL. ALLOWING FOR OPERATION OF HARDWARE W NHWT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS, TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VER FY ALL CABINETRY DIMENSIONS PRIOR TO INSTAU-ATION. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. WALL TYPE SCHEDULE -UNITS MARK FIRE RATING DEICRIPTION WLia 2 -HR SHAFT ENCLOSURE- BE CONCRETE, RE STRUCT WDib 2 -HR SHAFT ENCLOSURE- 13' CONCRETE, RE: STRUCT W-02 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT WNa NR B' CONCRETE WALL, RE: STRUCT W.030 NR 12' CONCRETE WALL. RE: STRUCT W44 NR 6'CMUWAll W45 2 -HR FIRE BARRIER, 6' CMU WALL WE -18 UHR EXTEROO2 WALL -2x4 WE -1b UHR EXTEROO2 WALL -28 WE -1c UHR EXTEROO2 WALL -28 WE -2 UHR EXTERIOR WALL- 2W WI GWB ON BOTH SIDES WE -3a BLINI CABINE ii UNIT PLAN GENERAL NOTES ALL WALLS ME 2X4 WOOD SND U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. INTERIOR DOORS: 1. TO BE HELD AP OFF ADJACENT TO HINGE SIDE FRAMING, 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6- ADJACENT TO HINGE SIDE FRAMING. U.N.O. 3. ALL OTHER DOCRB SHALL BE CENTERED ACCESSIBNTY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIORTO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A] -70-A7-7.2 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES WHEREEVER POSSIBLE. NON STANDARD SIZES TO BE APPROVED BY OWNER CENTER SINK WHERE LOCATED UNDER EXTERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK CONTRACTOR TO VERIFY DRAWER PULL & DOOR HANDLE REQUIREMENTS CASEWORK CONTRACTOR TO INSTALL 4- FINISHED MATERWL FOR HELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM V FILLER AT ADJACENT WALLS • PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH OPEN BACKS FOR PLUMBING ACCESS • ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLMNCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER- PROVIDE WNERPROVIDE 3' FILLER AT INSIDE CORNERS WHERE BASE AND UPPER CABINETRY ARE ADJACENT, TYPICAL. ALLOWING FOR OPERATION OF HARDWARE W NHWT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS, TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VER FY ALL CABINETRY DIMENSIONS PRIOR TO INSTAU-ATION. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. B3 - M. BATH 1 B3 - KITCHEN 2 B3 -KITCHEN 1 B3 - KITCHEN 3 D 1/4.. = 1._0„ C 1/4"= 11-0.1 B 1/4" = 1'-0" A 1/411=11-01. N KEY PLAN ® 4 PROJECT WALL TYPE SCHEDULE -UNITS MARK FIRE RATING DEICRIPTION WLia 2 -HR SHAFT ENCLOSURE- BE CONCRETE, RE STRUCT WDib 2 -HR SHAFT ENCLOSURE- 13' CONCRETE, RE: STRUCT W-02 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT WNa NR B' CONCRETE WALL, RE: STRUCT W.030 NR 12' CONCRETE WALL. RE: STRUCT W44 NR 6'CMUWAll W45 2 -HR FIRE BARRIER, 6' CMU WALL WE -18 UHR EXTEROO2 WALL -2x4 WE -1b UHR EXTEROO2 WALL -28 WE -1c UHR EXTEROO2 WALL -28 WE -2 UHR EXTERIOR WALL- 2W WI GWB ON BOTH SIDES WE -3a 1 -HR EXTERIOR WALL -(2)Zk WE -3u 1 -HR EXTERIOR WALL DEMISING -(2)W WEd 1 -HR EXTERIOR WALL DEMISING -(2)M WEA NR PARAPET2A WES 1 -HR EXTERIOR & SMOKE BARRIER -d8 WE -Ba 1 -HR GENERICWALL WI -1a 1 -HR UNITOEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNITOEMISING, FIRE PARTITION -(2)28 WI -2a 124HR CORRIDOR. FIRE PARTTION-2x4 WI -2b 121IR CORRIDOR, FIRE PARTITION -28 WITH RC WEB 2 -HR EXIT ENCLOSURE, FIRE CARRIER -SHAFTLINER&WD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER -SHAFTLINER&WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER -SHAFTLINER&WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER -SHAFTLINER&WD FRAMING WI4a 2 -HR EAT ENCLOSURE, FIRE BARRIER- SHAFFUNER& WD FRAMING WI4b 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFFUNER& WD FRAMING Wlda 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE WI -5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFRLINER W 2x WD FRAMING ON ONE SIDE WI -5c 2 -HR SHAFIENCLOSURE FIREBARRER- SHAFTIINER&WD FRAMING ON EACH SIDE W14 2 -HR SHAFT ENCLOSURE, 6' PRECAST WI-7 2 -HR SHAFT ENCLOSURE 2x WD STUD& GWB ON EACH SIDE Wld 2 H FIREWALL-6'PRE-0ASTCONCRETE WI Ba 1 H EXTERIORWALL-2x6 W19 2 -HR FIREWALL- SHAFTUNER(ONLY) WII 2 -HR FIRE WAIL- (2) 2X TWD WALL ONLY) WII 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE STRUCT WI -10 NR 8 -PRECAST WI -Ila 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -24 WI -11b 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -28 WI -11C 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x3 WASS 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)28 WALLS W1 GAS WH26 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -22x3 WALLS W1 GAS WASS 1 -HR INT. BEARING WALL -28 WE13b 1 -HR INT. BEARING WALL -Qo WEA" NR INTERIOR WALL -2X4 WH4b NS INTERIOR WALL -2X6 WI -14c NR INTERIOR WALL -2X6 WI -15a 1 V241 FIRE BARRIER 2x4 WNW 1 V241 FIRE BANNER -2A WNSa 1 -HR INTERICRBEARINGWA -(2)2x4 WNW 1 -HR INTERICRBEARINGWALL-22x8 WI -16c 1 -HR INTERICRBEARINGWA -(228 WI -17 1 -HR SMOKEBARRIER-2X4 B3 - M. BATH 1 B3 - KITCHEN 2 B3 -KITCHEN 1 B3 - KITCHEN 3 D 1/4.. = 1._0„ C 1/4"= 11-0.1 B 1/4" = 1'-0" A 1/411=11-01. N KEY PLAN ® 4 PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, CCLOMDD MMS xww.bpM1eRmm U) FEMM Z W M 55 LL00 O .jO P w w �C/ LCL( Q Q W Q LU T. /A� D /w V! l� O O = IV1l1 W U _ W 0 > V SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 Date Issue 10,16.19 LEAD) NAM PERM SUBMITTAL 1223M R ER REV [MP a n D DJV d Oeeigner DMB eeeeeeSam 08.28.2020 Job Number 218094 Driven By RB JT CT CbxMEB DMB Tide UNIT PLAN B3 Sheat Number A5=15 1/4" = 1'-0" 13 OPTIOMOR, INLENGTH AND BY MEN, IN OEM PER SECTION I OW.11.3.2.3. I. SHOWER COMPARTMENT TO I4, MUCH EN MI NIMUM CIDERMANCE PER SECTION 1 USED 1 Z 1, 1, CLEMANCE BEM EM AUT OPROGI BASE CPBI NETS, COUNTER NPS. APPLIANCES OR WALLS WITHIN WOW AREAS SHALL BE 40'�G MINIMUM I CLEARANCE OEM MEN ALL OPPOSING BASE SABI COUNTERPOISE, APPLIANCES CA WALLIS PROVIDEAMCAME 1 SSPNAWAfpAPACHCE ONN FORPAILIELPYPROFCX SCENNEERRSPPAACEONONKBOWL. SINK WRXFEMAJCOMPLYWITIn1UR I W�DOOR EOR PAANFL IOR FORWARD APER SEFTON 10011222 MSTION PPROACH PPOACH BEYOND FLOORGRACE TH JACENIFTOTHE OuH44RER E SWING OF PIE CeSHRMHER DOOR SECTOR104 .233. RANGETCCOIROP TO NOT EMEED 0 IX IN OEPNI TO ENSURE ACCMIS CH RANGE TO OUTLETS. 1, EVER AERSESECTION HOUR GGA, A GMAX EAR FLOOR SHALL BE PROVIDED FOR PNWIEI GR FORW ACH ID REFWOERATOVFREE PER SECTION 1004.1335. A CLEAR FLOOR SPACE SXNL EE PROVIDED OFFSET Or MAW FROM THE CENT_RWE OF THE APPLIANCE N KEY PLAN ® 4 PROJECT 111 ,, ■ KEPHART community . planning aarcletamrs ACCESSIBILITY LEGEND ! ! av' Z °M ACCESSIBILITYYPE B"PLAN NOTES (ALL DIMENSIONS ARE CLEAR MINIMUMSUN.O.) f� 3 O i WO NCESARET SC PLAN — — — — — — — � t g0 I0 F_ � FE NREFEe CN TEERENCEPLYTOT IS SPEcA11]1]000 1 # FACCESSIBIUT NEYNOIE LL Q W Q= /w� V l INDICATES REQUIRED 2x REINFORCEMENT FOR FUTUREINSTALLATIXJ V/ OOw =U 18' WARY laeas. FRIMAPVENRANLETO BELouT®oXAcc[ssI3LEMIN. OF GRAB BARS. E%LEND REINFORCEMENTA Q. V � z BEYOND REQUIRED DIMENSION SHOWN FOR BAR.�}°(E:ANBI N� L.L SOF CO4O U N R IDEGN 03.25.2021 No. DateLREWMI III 1 1200 ;- AII].1 TTPE'A'PNDTYPE'B'ACLESBIBILITYDETAILS) C_________D___________ 2 wuwN°SORFa3EWHYRPmsECIONTIM41-___- re r DJV Ppgd Designer DMB M 08.28.2020 Job Number COMPLY WRHSECIIONeIX1.5. Dimen By GE9R FlAgi SPACE GR4LVANiNIX09PPLE MOX- T91NPE➢TLWIIX3SPACE FULL UNIT B3 ACCESSIBILITY r5=2.5a ICF9I LA SIDE(TMPRWSER AMEN ND PULL SIX BpEHPIRROBOTH L�ERAND SIX 3. V PERSECTOR1880.0.3.WALKING THAT ARE PAWOFAN ____________________ $B'. ]P P DEDI u 303 WHERESURFACES COMPLY ORBALCONY rtY SECTIONuxucE �i - �� F i i� PEiry MEERVIOUS BEA MAXIMUM BELOW THE % OCR sHUL yU. ]0' �' ' ___ _____ _ ______ _______ ___________ .�' LEVE OF HEA os THE uxlr FJUkCWT Rlory - R Oroa } T } �A' _______ T � ___________ s PER SECTION wwv OcaRro cwnlaAvwnx s[crlcx 1004 m4 i F S. YSPER SECTIOM3 PASSAGE OEM TO HAVE A CLEAR OPENI NG PASSAGE DOORWAYS 535 i a 2z t2^- iFF OF3131< MIK 2-1 V 0 F T� ��} �T a RAUMPERSECnoNING6 Runes sxuL cwnavwnx sEcrloxaoE. '.F I p' I'.H g_________p.______' ---------- .G___ar --------0 T e XIXC£ARROACX-PLLLSEE HNGEPWROACX-PULL6CE NINES ARAONCR - RNEN SIDE HINGEAPPROME1 PUSH SIDE u TCR APM(a X -WCL SIDE IATCHPMIOACH-PULL LATER APPRO4CR-RNEN SIDE 6113 10G A Wo48' CLEM FLOM SPACE MOTION FOR PARAUEL APPROACH FCA TOP (CEtliFA3EO DEPTH) BONN CLO9EIYAND LATER PXOVIOmI SEE ryITI CLO9EIYI LOADING MACHINES CLEAN CR OWLE MARY OF ��M ON THE APPLIMCE FISH ? 80' LOMNGMkofli THE CENTERLINE OF THECULAR SUDOR SPACESHALL BE OFFSET N INCHOPEC CENTERLINE OF DOOR OPENING WAS OFTHE OESIcx IS FRCNrLwrvxcWASHED i ANDCRYE • � V N GRAS SAER) 11 SECTION 1004.AE REINFORCEMENT OF GRABBARS ME SHCAVER SIDUS ANN To 38• COMPLY WITH04550ONGEO33.MwEO1.3.E A REND6Hn.. 808 2.1.3. GRAB .2 GRAB BN3 REPHYPGCXIIN NANY ! I 3T REWIRED LOP➢OFE58HART ARMED AT g 30' m OB' if ] 33F MIT T039'MAXPFF. 26 T li iR OPTIONArwvnTORV PERSECTIONIMAIFOR.IY A�VATORYWITITH�CELCORSACE9TCOMPINLL i WITH 3 1T IONED i ON THE WATCRANO BE CENIFAFDOXMEIAVATORY. BE CE IN_________________ ________________ •� _r .P _________________ _____________ eQ , _ _ __ _ _ _ _ 'MBn$CWNE 'EXON 10. OPTIOION MR IM LARCH WAIERCLMET-TYPEA EEA WVERLAP WRALLELQSEF-TPE'B', TLS-TYPE'A' -TO ARTS. TLB -ME" ROLL'B'DXHS,RR PER TYPE F THE WATER CLOSET SHALL BE CATE3.2G. OF THE WATER CLOSET 9WLLL BE 18 �1CGFAROI WESCECF Ran"CuP�4CH-PLlSH510E (W RX CLOEEIO Superm (OVERLAP E%CEPFIpII PARALLEL APPROACH UNSY H'- RUBE AST CNB REQUpMflTHEAPµCELME DOLE ACQUIRED CPIICNAEARN CVIICNAMTIR0.M1 flATH0.0JM OPTION BOAMRCCAI UNR6 CLRCEOrE.AVANIn OROTXEAO& UCIICNm•MAx.INXE SHNLSE PERMITTED TO CAARLAP THE REQUIRED GF/aervcE PRrnmED THE WIDTH OFTIE REMAINING WAIFR CLOSET CLEARANCE IS GS NO 11. OOPTION A 6ATHING SECTIONS PER SECM IOM.11.3.1]. PROVIDE CLEAR SPACE FCA PARALLEL FORWMD OPCH 1/4" = 1'-0" 13 OPTIOMOR, INLENGTH AND BY MEN, IN OEM PER SECTION I OW.11.3.2.3. I. SHOWER COMPARTMENT TO I4, MUCH EN MI NIMUM CIDERMANCE PER SECTION 1 USED 1 Z 1, 1, CLEMANCE BEM EM AUT OPROGI BASE CPBI NETS, COUNTER NPS. APPLIANCES OR WALLS WITHIN WOW AREAS SHALL BE 40'�G MINIMUM I CLEARANCE OEM MEN ALL OPPOSING BASE SABI COUNTERPOISE, APPLIANCES CA WALLIS PROVIDEAMCAME 1 SSPNAWAfpAPACHCE ONN FORPAILIELPYPROFCX SCENNEERRSPPAACEONONKBOWL. SINK WRXFEMAJCOMPLYWITIn1UR I W�DOOR EOR PAANFL IOR FORWARD APER SEFTON 10011222 MSTION PPROACH PPOACH BEYOND FLOORGRACE TH JACENIFTOTHE OuH44RER E SWING OF PIE CeSHRMHER DOOR SECTOR104 .233. RANGETCCOIROP TO NOT EMEED 0 IX IN OEPNI TO ENSURE ACCMIS CH RANGE TO OUTLETS. 1, EVER AERSESECTION HOUR GGA, A GMAX EAR FLOOR SHALL BE PROVIDED FOR PNWIEI GR FORW ACH ID REFWOERATOVFREE PER SECTION 1004.1335. A CLEAR FLOOR SPACE SXNL EE PROVIDED OFFSET Or MAW FROM THE CENT_RWE OF THE APPLIANCE N KEY PLAN ® 4 PROJECT ^o, M M ce DIE 0 U 111 ,, ■ KEPHART community . planning aarcletamrs 25M W ALNUT STREET DENVER, COLORADO 80205 xxw.'mq�enmm Z W "' 55 F�I LL00 O WO F_ LU w /0_// LL Q W Q= /w� V l l�^ V/ OOw =U W 2 0> V � N� L.L SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. DateLREWMI III 1 1200 1. re r DJV Ppgd Designer DMB M 08.28.2020 Job Number 218094 Dimen By RB JT CT U E By DMB I'Me UNIT B3 ACCESSIBILITY r5=2.5a LA ^o, M M ce DIE 0 U RCP UNIT PLAN LEGEND _ i TYR. RATED CEILING ON RG AT PLATE R-0'LEVEL I-3,10'-0- LEVEL 4 UUNI DROPPED CEILING FOR MECHANICAL-NON-0OMBUSTABLE OR FRT FRAMING OMI DROPPED SOFFITAT KITCHEN - NON-COMBUSTABLE OR FRT FRAMING UNIT Bae RCP 3 1/8" IF 11_0. 8.9) .X10.2 1a KEYNOTES NM NOTE 6.1 VANITYCABINET; RE: INTERIORS. 6.3 KITCHEN BASE CABINET, RE: INTERIORS. 6.5 PANTRY CABINET, SHELVES IN UPPER HALF AND TWO ROLL OUT SHELVES PROVIDED IN LOWER HALF. 6.6 VANITY TOP. SOLID SURFACE 2CM, WITH 4' BACKSPIPSH: RE: INTERIORS 6.9 LINEN CABINET WI TOE KICK FACE ONLY. SECURELY ATTACHED TO THRESHOLD; WI(5) FIXED MDF SHELVES SECURED TO WALL WITHIN. 6.12 LINEN MDF SHELVES S; PAINTED 6.13 VANITY DRAWER; RE: INTERIORS. 6.14 KITCHEN UPPER CABINET: RE: INTERIORS 6.29 COAT HOOKS BELOW T WOOD SHELF 0 5'6' 9.2 LEE: RE: INTERIORS, 9.T GRANITE COUNTERTOP, 3CM: RE: INTERIORS 9.12 DROPPED SOFFIT AT WALL CABINETS-NON-0OMBUSTIBLEORFRTFRAMING 921 CORNER GAURD AT ALL OUTSIDE CORNERS OF UNIT ENTRY,TYP. CONFRIM SELECTION WITH INTERIORS & OWNER 103 TOILET PAPER DISPENSER 104 TOWEL ROD PER INTERIORS 105 MIRROR', RE'. INTERIORS 10.15 MEDICINE CABINET, IN WALL 1024 TOWEL HOOK, RE'. INTERIORS 112 DISHWASHER, WHIRLPOOL 1NDF331PAHSr OR-WDF550SMS`AS REWIRED BY UNIT, RE: PLUMBING 11.10 ELECTRIC RANGEIOVENIMICROWAVEIRECIRCULATIW HOOD, WHIRLPOOL 'WFE320M3E3' ELECTRICOVENRWNGE WITH WHIRLPOOL WMH3101THS' MICORWAVE AND WHIRLPOOL 1EXT4130AD5" RECIRCULATION HOOD COMBINATION ABOVE 11.12 STACKABLE FULLSIZE WASHER WFWSEOCHW-AND DRYER-WEDSEOLHW-, 12.1 SINGLE ROD AND SH ELF, PROVIDE 2% BLOCKING REINFORCEMENT 12.3 DOUBLE ROD AND SHELF, PROM DE 2X BLOCKING REINFORCEMENT 22.6 KITCHEN SINK, RE: INTERIORS AND PIF MBINo 22] VANITY SINK: RE: PLUMBING, INTERIORS MAI WATER CLOSET WITH FLUSH HANDLE ON SIDE ADJACENT TO SINK; RE: PLUMBING 22.12 BATHTUB, 36' XW' KOHLER; RE'. PLUMBING 22.13 WATER HFATERRE; PLUMBING 26.4 DECORATIVE PENDANT LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL 28.5 ILIGHT, CEILING FAN COMPATIBLE FOR FUTURE FAN INSTALLATION, CENTERED ON ROOM. RE: INTERICRS, ELECTRICAL 28.10 INANITY LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL NIT B3e PLAN SUN CABINE I 3FILLER 0.12 92 B.7 UNIT PLAN GENERAL NOTES ALL WALLS ME 2X4 WOOD SND U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PIANS. INTERIOR DOORS: 1. TO BE HELD 1C OFF ADJACENT TO HINGE SIDE FRAMING, 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6- ADJACENT TO HINGE SIDE FRAMING. U.N.O. 3. ALL OTHER DOORS SHALL BE CENTERED • ACCESSIBIUtt ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIORTO PROCEEDING WITH WORK. • GEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS AT -70 -A7 -Z2 FOR ALL BALCONY CONDITIONS INTERIOR ELEVATION GENERAL NOTES ALL WALL CABINETS TO HAVE RECESSED BOTTOM. PROVIDE RECESSED BOTTOM AT BLIND CORNERS USE STANDARD CABINET SIZES WHEREEVER POSSIBLE. NON STANDARD SIZES TO BE APPROVED BY OWNER CENTER SINK WHERE LOCATED UNDER EXTERIOR WINDOW CASEWORK CONTRACTOR TO VERIFY APPLIANCE CLEARANCES CASEWORK COMRACTOR TO VERIFY DRAWER PULL & DOOR HANDLE REQUIREMENTS CASEWORK CONRWCTOR TO INSTALL 4- FINISHED MATERIAL FOR HELD APPLIED TOE KICK, MATERIAL TO MATCH CASEWORK PROVIDE MINIMUM V FILLER AT ADJACENT WALLS PROVIDE FINISHED END PANELS AT ALL EXPOSED ENDS PROVIDE SINK BASE CABINETS WITH OPEN BACKS FOR PLUMBING ACCESS ALL EXPOSED CASEWORK TO BE FINISHED CABINETRY GENERAL NOTES LAYOUT IS GENERIC IN NATURE, PROVIDING THE REQUIRED LOCATIONS FOR APPLIANCES TO MAINTAIN ACCESSIBILITY CLEARANCES. FINAL LAYOUT TO BE REVIEWED BY OWNER- PROVIDE WNERPROVIDE 3' FILLER AT INSIDE CORNERS WHERE BASE AND UPPER CABINETRY ARE ADJACENT, TYPICAL. ALLOWING FOR OPERATION OF HARDWARE WITHOUT CONFLICT. PROVIDE BLIND CABINETS AT BASE AND UPPER CABINETS, TYPICAL. INDICATE FINAL LOCATION ON SHOP DRAWINGS FOR REVIEW. CONTRACTOR TO FIELD VERIFY ALL CABINETRY DIMENSIONS PRIOR TO INSTALLA"IM. DIMENSIONS TO ACCOUNT FOR ALL RESILIENT CHANNEL, AS OCCURS. B3e o 8 BATH 2 B3e-0 BATH 1 10 B3e o 5 M. BATH 2 B3e o M. BATH 1 6 B3e o KITCHEN 3 B3e o 4 KITCHEN 2 Bae o KITCHEN 1 9 KEY PLAN ® w,®Z PROJECT WALL TYPE SCHEDULE -UNITS MARK FIRE RATING DESCRIPTION WLia 2 -HR SHAFT ENCLOSURE- BE CONCRETE, RE STRICT W -011b 2 -HR SHAFT ENCLOSURE- 13' CONCRETE, RE: STRICT WFN 2 -HR 10' CONCRETE FIRE WALL. RE: STRUCT WNa NR BE CONCRETE WALL, RE: STREET W-030 NR 12' CONCRETE WALL. RE: STRUCT WM NR TCMUWAll W45 2 -HR FIRE BARRIER. 6' CMU WALL WBta 1 -HR EXTERIOR WALL -2x4 WE -1b 1 -HR EXTERIOR WALL -28 WE -1c 1 -HR EXTERIOR WALL -28 WE -2 1 -HR EXTERIOR WALL- 2W W1 ME ON BOTH SIDES WE -3a 1 -HR EXTERIOR WALL -(2)Z WE -31B 1 -HR EXTERIOR WALL DEMISING -(2)W WEdc 1 -HR EXTERIOR WALL DEMISING -(2)M WEA NR PARAPET2A WEE 1 -HR EXTERIOR& SMOKE BARRIER -d8 WE -5a 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)28 WI -2a TO -HR CORRIDOR. FIRE PARTTION-2x4 WI -2b VVIR CORRIDOR, FIRE PARTITION -28 WITH RC WES 2 -HR EXIT ENCLOSURE, FIRE CARRIER -SHAFTLINER&WD FRAMING Wl3 2 -HR EXIT ENCLOSURE, FIRE BARRIER -SHAFTLINER&WD FRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER -SHAFTLINER&WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER -SHAFTLINER&WD FRAMING W14a 2 -HR EAT ENCLOSURE, FIRE CARRIER -SHAFTNUNER&WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE CARRIER -SHAFTNUNER&WD FRAMING Wld 2 -HR SHAH ENCLOSURE, FIRE BARRIER- SHAALINER W 2x WD FRAMING ON ONE SIDE Wt5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAF7UNER W 2x WD FRAMING ON ONE SIDE WI -5c 2 -HR SHAFTENCLOSURE FIREBARRER- SHAFTUNER&WD FRAMING ON EACH SIDE W14 2 -HR SHAFT ENCLOSURE, C PRECAST WI-7 24m SHAFT ENCLOSURE 2x WD STUD GWB ON EACH SIDE Wld 2 H FIREWALL-CPRE-0ASTCONCRETE WI Ba 1 H EXTERIORWALL-2x3 W19 2 -HR FIREWALL- SHAFTLINER(ONLY) WI-Sa 2 -HR FIREWALL - (2) 2X TWD WALL ONLY) WI -09c 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE STRICT WI -10 NR 8 -PRECAST WI -Ila 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -24 WI -11b 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x5 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)28 WALLS W1 GAS WN26 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -22x5 WALLS W1 GAS WN3a 1 -HR INT. BEARING WALL -28 Job Number 1 -HR INT. BEARING WALL -M Domen By NR INTERIOR WALL -2X4 cbmae B NR INTERIOR WALL -2X6 rma NR INTERIOR WALL -2811Q UNIT -HR FIRE BARRIER 2x4 R 11Q -HR FIRE BARRIER -2A 1 -HR INTERICRBENINGWALL-22N1-HR INTERICRBENINGWALL-2D81-HR INTERICRBEN INCA WALL- 228 1 -HR SMOKEBARRIER-2X4 B3e o 8 BATH 2 B3e-0 BATH 1 10 B3e o 5 M. BATH 2 B3e o M. BATH 1 6 B3e o KITCHEN 3 B3e o 4 KITCHEN 2 Bae o KITCHEN 1 9 KEY PLAN ® w,®Z PROJECT ^o, 111 ,, ■ KEPHART community • planning •architecture 25MWAWUTSTREET DENVER, COLORADO MMS xww.bpM1eRmm U) FEMM Z W M 55 LL00 O .jO P w w C) LCL( Q Q LLI Q D /w V! l� O O = IV1l1 W U _ W 0 > V SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 No. Data Issue 10,18.18 too%CO NAM PERAT SUBMITT& 1 1223M REIIIII REV a n D g r DJV Pmgd Designer DMB b 08.28.2020 Job Number 218094 Domen By RB JT CT cbmae B DMB rma UNIT PLAN 33e Sheet Number A5=2R6 ^o, 2 Y CL 8"ACCEBS ROUBEMIN. 2R25 33'MIN. FINISH Tfr L _ _ _ _ J 4 SREQOTDRR1000420 a. RANOETCCOHTOP TO NOT EACEED 0 TOP IN DEPART TO ENSURE ACCESSIBLE GE TO OUTLETS. 1, CAR AERSESECTION iHAU 12.2A. A GEAR FLUOR SEARLE SHAL BE RIODED FOR PARALLEL OR FORW OL REFRGERATORIFREEZER PER SECTION IOU 12 A CLEM FLOOR SPACE SNARL BE PROVIDED FOR PARALLEL OR MEADOW APPROACH ME CENTERLINE OF CLEAR ROM SPACE SHLLL BE OFFSET 24' MIX FROM TRE CENT RUNE OF THE APrLIINCE 21, ALTERNATE RGA. IN SHOWERS ]. THE MOLE AND INND SHOWER SHALL REOPEN TO MEET ARI FOR ACCOMOBILIFY CALCULATIONS AND REQUIREMENTS. PETER TO SHEETS AS SO ITRU AT8.5 FOR ACCESSUALITY DETAILS REOPEN TO MIGHT ECTURAL ME AND �MS� PLAINS FOR LWATIM OF ACCESSIBLE MIT S DIMENSIONS ON ME ACCESSIBLITY PLAN M�MW DISTANCE FROM FINISHED WALL SURFACE PROWLE TIMOR HARDWARE ON Am SWING COME IN MIT PETER TO ARCHITECTURAL VIE AND COMPOSITE PLANS POP LOCATION OF ACCESNUE LIMUS PROVIDE LIVER HAREDWARE ON ALL SIN ING COME IN MIT HATH MUCAUTE COMPLY Win H OPTION A OR OPTION B FOR TYPE IT Try FILMS UNITS - OPTOIN USED NOTED ON ACCESSOLITY RAN, OR REPLACEMENT OF COUNTER TOP AND SURROUNDING CABINET STALL BE ONISHED. N KEY PLAN ® 4 PROJECT 111 ,, ■ KEPHART ACCESSIBILITY LEGENDS ! ! ! Ci ACCE SIBILITY "TYPE B" PLAN NOTES (ALL DIMENSIONS ARE CLEAR MINIMUMS O N.O.) Z LLI PLAN RE ,I 30• I i8 BGGe I^,_1 FE NOR ALL NOTESMAY APPLY TO CADMIUM 1]13008 1#F. ACCESSIBIUTV NEYNOIE \J M W �T FISNE INSTALL S ED F 18, w 1. RovENXUNCFPmsErnoN laoa3. auMaty ENmnnc[TO BELouTEooXAcc[ssI3LE DREINFORCEMENINSTALLATIXJ OF GRAB BARS. EXTEND REINFORCEMENTA ONO F GRABx ARS EXT Q� �� EL W Q= U) MIN.2" BEYOND REQUIRED DIMENSION SHOWN FOR BAR. /wU VJ 0 U) O Ow =U .,(RE:ANBI '' 0> AI I].1 TYPE'A'ANO TYPE'B'ALLESBIBILITY DETAILS) W 2 wuwluc suRFa3EwIOm PmsEcnory l8w.al. cli=enworx cs u3 AccEsslae ROEsrvnLL OT I..V COMPLY WRHSECTIONON33.5. U FlAOR SPACE GRWVANiMIXOSPPLE T9INPEOTMXIX39PACE PrRMCX- PUSH N 037 4 n� �SFD ARC`F. (CM) (CM) PULL SI SIDEUBMPRWSER PULL SIX BIOE(BOTI CLOSER AND AND 3. T'F@6ECTCN IEW.03. WALKING SURFACES ARE 1 1200APIF ]P "' EO" PP DEDI I---- FACEORFAN LE RGrtErO HEREPATHAT �}i T i F �� - (� IMPEWJ W BEA MOXIMLMBELOWTIERL R ___________ ______ _______ ___________ .�' T mE r LEVE OF HEA THE uxIr TER Pmpd0e6igner pl M 08.28.2020 Job Number oasEcnoNjarRRvwlswRPRICMORY Dimen By a pi Chadee By DMB a SEFTON 1115 DOORTOcwnaw nx sEcrlOx UNIT PLAN Bae ACCESSIBILITY N '�12"� A5=2.6a 1 �'x 1 F �', ]A" 26• S PER SECTION 1N0.53 PASSAGE WgiiONAYEACLEPROPEHNG 38„ OY a 2Y i 2q" T OOF31-NCMINP-10ORR F31SrPERbe ` TG____ 1 T 1 1 !_ a Ru.RO PER s3cTIDXloo3e.Runes sxuL POORLY WITH s3cTGxaoS. 'F -' :_ I'H________0'J__il__________pK_____i_________�' ' ----------. ____eg _________p' , T- LAUNRY UIPMENT CUMMANCE PON SECTIMN TOM 10 1 SHALL COMPLY WITH SECTION IRA 3 RIXC£APPROOCR-PLLLSIDE HNGEPRROACH-PULLSCf HINGE APNi H-FOSR SIDE HINGEMPRUCH-N6H SIDE u TGI APPROACH - FULL SIDE WOD3HAMIOACH-POLL PETER MPRORCX - HIEN SIDE B11]. FROVOIOE AWX4W CLEAR FLOM SPACE PCOSPON FOR PARALLEL APPROACH FOR TOPS (LEtliFA3E00EPTM (ROTI CLOSERANJPATCH PROVIDED) SEE ryITI CHOSEN) LOADING MACHINES CLEAN RL SPACE SHALL BE CMINERED ON ME APPLIANCE FOR FRONT 80' LOADINGMACHMES THE CENTERLINE OF TIECIFAR FLOOR 6PACESHLLL BE OFFSET 24 INCH, MAK CENTERLINE OF DOOR OPENING (SEARS OF ME DESIGN IS FRcrvr REDUCING WAGNER ANDCRYE AFDDflYEP) �" -" & GRAS AN E RS EAT E 6xnLL NSTMIA£EMENT BE MIDNIGHT) FOR TH LLRE IETHOF UMBR STANDS1V SHOVERSEARSANN To WITH W45MNOTOR338888.2.1..33..M.2..L.33AND SSU.3.�3 G�1RV3 REPHYPGCEMENANV 1 ip iN W COMPLYY IN L8' T� 30 OB' F �F CA CMECTON. HEIGHT RANGE FROM UP MN, TO SEE MARC. ME 3 3 b 'B OPTIONWITHISOTIONLWTY SEttgNEOXDIFOR�ivA�V li i WUH PRORCITH�CLEMISPACE9TCOMPINLL i BE CENRPFDONTIE LAVATORY. BE CE ON ME TORY. ,N LD 1 "P •� 'TXBOSTVOpOE4RB fTSRA 10. LLOSETFERSELTON61W0.L 810D1.1133.3. LATCH APPROACH -PLlSH610E WMERCL�ET-NFEA B', TLB-TY}E'A' (OOVERLAP ECEPTICIR TLB -ME" ARE. ROLL SHOWER LRDLATMX ECE LER 9HLLL BEIB'-1SCLFARO3WESEEOF BEl (WRHLLoseap PARALLEELLAPA'Rt LF(C-1 RIISe TYPE H'- FGiWOADOfT FINDS EFERTY A REQUIIRED CLEARANCEINOwAIHEOFTIEWATEACLPSET OPTION A SAM OPTION A MTROOM B.ATIROJM OPTION B BAMROCM UNR6CL�CE WDM1 SHELF BE OF MIN OACH LPRRUEE G'EN .AVNIWOROTIEReMd UCTCNN"MM.INCEPT W6 SE MI RgUN GF/aervCEPR DEDTIEWIm OFT¢R NNG WATCH CLOSET CLEARANCE IS Or MN, 11. OOPTIONA MA IW PER SE<1WN 1004. 11.3.1.3. PROVIDE CLEAR SPACE FOR PARALLEL APPROMYIE6 FORWARD 2 SHVLFLY WITH POSATIONED FOR PARALLEL APPROACH. LAVATORY UREDTOME HIGHER OF MOTS __. FACCE BE URhiE MEASURED IM ROR COUNTER SURFACE 17 16 20 S 3 3Y MIN, IN OEM SECTKKI10)4:1.3.2.3.1. SHOW GET COMPARTMENT TO EFTON 1004 11 3PER COMPN LENDWin 9µD ❑4. KONFLUEN MNIMUM CLEARANCE HER SECTION 1 W0.121. L CLEARANCE PENN PER All OPPOSNG M6ECPBINEi6.CWMERFEES. APPLIANCES OR WALLS WITHIN WOW AREAS SHALL BE 4M ----------'---- _ ---'------- ------ __ MINIMUM O O 1 D_N�HEW 0 PER SEFTON 111 2 PROMISE GO' CLEARANCE NCEE SETWEEN ALL BASE CABs COUNTERTOPS APPUANOX OR WALLS 19 18 WITHINKI XEx AROPPOSING Bi 1a �.-. SPACE POOPPOPARALLEL APPROAOACH CH CE SOSPACEACE ON 61NH ENWL SINKWIMRmR "A__' NFFO RSER Fnewnrm APP COMPLY CH J' 1 a CEBOTHE P�3 WWASHER PER SEFTON V)PORTION.22 PORTCLEAR FLOORMACEP➢NE -L DELI DOOR FOR PµNIFL OR FORWARD APPROACH SEDUCE THE SWING OF ME EHWAYHER DOOR 2 Y CL 8"ACCEBS ROUBEMIN. 2R25 33'MIN. FINISH Tfr L _ _ _ _ J 4 SREQOTDRR1000420 a. RANOETCCOHTOP TO NOT EACEED 0 TOP IN DEPART TO ENSURE ACCESSIBLE GE TO OUTLETS. 1, CAR AERSESECTION iHAU 12.2A. A GEAR FLUOR SEARLE SHAL BE RIODED FOR PARALLEL OR FORW OL REFRGERATORIFREEZER PER SECTION IOU 12 A CLEM FLOOR SPACE SNARL BE PROVIDED FOR PARALLEL OR MEADOW APPROACH ME CENTERLINE OF CLEAR ROM SPACE SHLLL BE OFFSET 24' MIX FROM TRE CENT RUNE OF THE APrLIINCE 21, ALTERNATE RGA. IN SHOWERS ]. THE MOLE AND INND SHOWER SHALL REOPEN TO MEET ARI FOR ACCOMOBILIFY CALCULATIONS AND REQUIREMENTS. PETER TO SHEETS AS SO ITRU AT8.5 FOR ACCESSUALITY DETAILS REOPEN TO MIGHT ECTURAL ME AND �MS� PLAINS FOR LWATIM OF ACCESSIBLE MIT S DIMENSIONS ON ME ACCESSIBLITY PLAN M�MW DISTANCE FROM FINISHED WALL SURFACE PROWLE TIMOR HARDWARE ON Am SWING COME IN MIT PETER TO ARCHITECTURAL VIE AND COMPOSITE PLANS POP LOCATION OF ACCESNUE LIMUS PROVIDE LIVER HAREDWARE ON ALL SIN ING COME IN MIT HATH MUCAUTE COMPLY Win H OPTION A OR OPTION B FOR TYPE IT Try FILMS UNITS - OPTOIN USED NOTED ON ACCESSOLITY RAN, OR REPLACEMENT OF COUNTER TOP AND SURROUNDING CABINET STALL BE ONISHED. N KEY PLAN ® 4 PROJECT 111 ,, ■ KEPHART community . planning as bleiecture 25M WALNUT STREET DENVER, COLORADO BOSS xww.bpM1eRmm Ci FEMM Z LLI (y) I^,_1 J M W .jO F w w Np LL a EL W Q= LU U) / /wU VJ 0 U) O Ow =U W 2 0> W co ' ^ vOT OT I..V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. MeLREWMI W28.M 1 1200APIF mE r DJV Pmpd0e6igner DMB M 08.28.2020 Job Number 218094 Dimen By FIB JT CT Chadee By DMB rme UNIT PLAN Bae ACCESSIBILITY SIMMNOmOer A5=2.6a 10 -+ �Q 0 5 4 IY IY IY , I I A54.5 I I nsa.e 1-----------------4- ---------------------------------=— — PKG. 0] BREAKIWORK ROOM 108 ME I 6 I I ui I ELEV. LOBBY ELEV. 1 - ELEC WORKING 110 it1a tit 8n LOBBY ® SUNROOM ® 101 WORK —CONE. 4GR. OFR ► -y1 i05 nTFT io4t(D / _ I 20 I i _ OFFICE VEST + L W00 i Ii I I I I I I I I I I Ee He; J� 1/8" = 1'-0" N y Z M PROJECT I LIBRARY 112' �1( 1 i LOUNGE 120 I STGIMDF I y�113 IOe t H5{] i 1-°� rE e , L:", 40MENS p 118 1 1 i B�9FITNESS 1116 I � - iAIMr, ......... . J .-------.-.-. .-.-.-. YOGA 1i] _ POOLE UIP. STG — I 33� 132 1 � " %5 ----------------f-------- Me Oe Qe - 2n 111 �� ■ KEPHART conermunitymplanningearclutemmrs 25M WALNUTSTREET DENv R, c(c0RAoo 80206 U) 1000010001 Z W M -100 C) .jO F- w LU p it F- Q QQ W Q= (n /w Vu v, ! Dc/) 1- OOw =U _ w 0 > r n V � SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Now 0828.20 FEPAITSUBMRTK ao Nre r DJV PNgd Oeeigner DMB m 08.28.2020 Jbb eM'r 218094 By RB JT CT CDeasa By DMB rine OVERALL LEVEL I AMENITY PLAN SheetNumber A5=11 10 - 1/8" = 1'-0" RCP GENERAL NOTES SEE INTERIOR ELEV. 8 ELECTRICAL RCP FOR ACCENT LIGHTING CALL-0UTSILOCATIONS. RE: INTERIORS 8 ELECTRICAL • SEE INTERIOR EIEV. FOR DROPPED SOFFITS AT MILLWORK, RE: INTERIORS SEE INTERIOR PLANS, ELEVATIONS, FURNITURE d COORDINATION PIANS FOR DRAPERY POCKET LOCATIONS. RE: INTERIORS • ARCH LIGHTING TO BE EQUALLY SPACED AND CENTERED WITHIN ROOMSICORRIDORS, TYPICAL. RE: ELECTICAL PERIMITER SOFFITS TO BE EO ON ALL SIDES. TYP. • ENSURE DIFFUSERS/ACCESS PANELS DO NOT CONFLICT W/ ACCENT LIGHTING, SOFFITS, A DECORATIVE FIXTURES, ETC, TYPICAL ALL ARCHITECTURAL LIGHTING LOCATED ON WOOD CEILING TO HAVE BRONZE TRIM. RE: INTERIORS MECHANICAL GRILLES AND WALL DIFFUSERS, ELECTRICAL PANELS, ACCESS PANELS, ETC. WHICH ARE EXPOSED IN FINISHED SPACES SHALL BE PAINTED, IN PROPER PAINT FORMULATION, TO MATCH THE SURFACE ON WHICH THEY OCCUR. RE: INTERIORS SEE AS SERIES, UNIT RCP, FOR ENTRY CEILING HEIGHTS AT CORRIDORS RCP LEGEND KEYNOTES NO. NOTE 9.19 BOX BEAM; RE: INTERIORS 932 BOXBEAMW/ACCENTUGHTING.RE: INTERIORS 10.36 FIRE PLACE EXHAUST VENT. INSTALL PER MANUFACTURES WRITTEN REQUIREMENTS 1035 HCRIZOITAL TERMINATION VENT CAP FOR FIRE PLACE INLINE POWER VENT, INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS, 12.T DRAPERY RECESS IN GYPSUM BOARD CEILING; RE'. INTERIORS COORDINATE OPENING WIDTH AND DEPTH WITH FURNISHING SELECTION. 264 DECORATIVE PENDANT LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL 26.6 DECORATIVE LIGHT FIXTURE, RE; INTERIOR$ ELECTRICAL 26] COVE LIGHTING, RE; INTERIORS, ELECTRICAL RCP LEGEND 1 GYP. BD ON MTL FRAMING 25M WALNUT STREET DENVER, COLORADO PoMS wwm, mnmm U) FEMMZ 2 RATED GYP. BD CEILING, RE: ASSEMBLIES AOE SERIES 5\/ / LL 3 GYP. BD ON MTL FRAMING WI VINYL COVER PER INTERIORS 6 ®TOUNGE& GROOVE WOOD CEILING PER INTERIOR AND EXTERIOR TAG WOOD SOFFIT AT FORM -COCHERE F- w LU 5 F� Q FAUX WOOD BEAM QQ W Q= 6 ( n w SOFFIT BOARD `vim �, C D C/) DECORATNE LINEAR PENDANT, RE: INTERIOR It EIEC sO 0 o DECORATIVE PENDANT, RE: INTERIOR& ELEC S DECORATIVE WALL SCONCE. RE: INTERIOR& ELEC • DOWN LIGHT. RE: INTERIM & ELEC RETURN DIFFUSER, RE: MECH ® SUPPLY DIFFUSER, RE: MUCH O 20x30', INTERIOR CLEAR, ATTIC ACCESS PANEL. VERIFY SOF CO4O LOCATION WITH OWNER PRIOR TO INSTALLATION. Ee I JLOe'e I I I I I I I K L Mel �Oe, I,Qe/) �R� - 2n KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO PoMS wwm, mnmm U) FEMMZ MLU 5\/ / LL O 00 .jO F- w LU p F� Q QQ W Q= ( n w `vim �, C D C/) OO =U w W 2 0> V � N� L.L SOF CO4O J N 037 4 n� �SFD ARC`F. 03.25.2021 No. Datek�TSUBM�k M2) my r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driveri By RB JT CT CmWkmJ By DMB TAX OVERALL LEVEL 1 AMENITY REFLECTED CEILING PLAN Shia Number A5=12 ACCESSIBILITY LEGEND PIAN INDICATES REQUIRED 2x REINFORCEMENT FOR FUTURE INSTALLATION OF GRAB BARS. EXTEND REINFORCEMENT MIN. 2' BEYOND REQUIRED DIMENSION SHOWN FOR BAR. (RE: ANSI A11 T.1 TYPE Ar' AND TYPE R' ACCESSIBILITY DETAILS) ___ an. F µf �1rz+ R B a --' Q. C CLEAR FLOOR CIRCULAR TURNING SPACE T -SHAPED TURNING SPACE SPACE (CPS) i.------------------ 54. & Tyylam yy r T i`2• r �T �--� T 3B• r .D :$ I. FRONT APPROACH- FRONTAPPROACH-PUSH HINGE APPROACH - PULL SIDE SIX (BOTH CLOSER AND PULL SIDE LATCH PROVIDED) I Ar zr H HINGE APPROACH PULL HINGE APPROACH -PUSH SIDE (DECREASED DEPTH) SIDE _______ __________4 i _______ ___________ ](Y 69' SP T 24 HINGEAPPROACH-PUSH LATCH APPROACH- LATCH APPROACH -PULL SIDE (BOTH CLOSER AND PULL SIDE SIM (WITH CLOSER) LATCH PROVIDED) T I i____________________ P T 1 60' IF vy T. �$ Ii .N T:i LATCHAPPROACH- LATCH APPROACH -PUSH WATERCLOSET- ADA PUSH SIDE SIDE (WITH CLOSER) FLOOR MOUNT ivzll X11 RE: ACH8.1-ADI FOR ADDITIONAL INFO. RE: A04L1-ADHBA FOR ADDITIONAL INFO. FAMILY TOILET - 2 FAMILY TOILET - 1 eeeeee B 1141,=1,_D„ A 1/4" - 1._01" KEYNOTES NO. WALL TYPE SCHEDULE MMK HIRE RATING DESCRIPTION W51e 2 -HR SHAFT ENCLOSURE -8" CONCRETE RE STRUCT W51b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W42 2 -HR 10' CONCRETE FIRE WALL RE STRUCT W53e NR WCONCRETEWALL RE STRUCT WIXL NR 12'CONCRETEWPLL, RE: STRUCT W4ul NR 6'CMU WALL W45 2 -HR FIRE BARRIER S' CMU WALL WE1a 1 -HR EXTERIOR WALL -2x0 WE1b 1 -HR EXTERIORWALL-2x6 WE -1c 1 -HR EXTERIORWALL-M WE -2 1 -HR EXTERIOR WALL- W W1 GWS ON BOTH SIDES WE3a 1 -HR EXTERIORWALL-C)2M WE3b 1 -HR EXTERIOR WALL DEMISING -2W WE3c I 1 -HR EXTERIOR WALL DEMISING- 2 2x8 WE -0 NR PARAPET -26 WE5 1 -HR EXTERIOR S SMOKE BARRIER - WS WEd 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22x0 WII 1 -HR UNIT DEMISING, FIRE PARTITION -(22118 WI -2e 112-1-11? CORRIDOR. FIRE PARTITION -2W WI -2b 112-1-11? CORRIDOR. FIRE PARTITION -W WITH RC WI3 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINERS WD FRAMING WII 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINER B WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER a WD FRAMING WI -0 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAAING WI4a 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDI'MMING WI46 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI -5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFRINER W'LWD FRAMING ON ME SIDE WII 2 -HR SHAFT ENCLOSURE. FIRE BARRIER -SHAFTINER W a WD FRAMING ON ME SIDE WIEc 2 -HR SHAFT ENCLOSURE. FIRE BARRIER - SHAFTLINER B WD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. IF FRELABT WI-] 2 -HR SHAFT ENCLOSURE. 2x WD STUD B GI SIDE WI3 2 -HR FIREWALL 8'PRECASTCONCRETE WII 1 H EXTERIORWALL-M WI -9 2 H FIREWALL- SHAFTLINER(ONLY) WI -Ra 2 H FIREWA1L-(2)2x(WDWALLONLY) Wlmc 2 H SHAFT ENCLOSURE -B" CONCRETE.RE:STRUCT W110NR 8"PRECAST WIIn1-HR OCCUPANCY SEPARATION, FIREBARRIER-2x0 WI -11b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WI -11c UHR OCCUPANCY SEPARATION, FIRE BARRIER -2x8 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)W WALLSWI GAS WN21b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLSWI GWB WI -13e 1 -HR INT. BEARING WALL -28 WI -13b 1 -HR INT, BEARING WALL -28 WI-1Aa NR INTERIORWALL-2X0 WI -14b NR INTERIORWALL-26 WI -14C NR INTERIORWALL-2x0 WI -15a 110 -HR FIRE BARRIER -2x0 WI -156 11R -HR FIRE BARRIER2x6 WI-16a 1 -HR INTERIOR BEARING WALL -(2)2x0 WI -166 1 -HR INTERIOR BEARING WALL -(2)28 WI -10C 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -17 1 -HR SMOKEBARRIER-2X0 KEYNOTES NO. NOTE 8.28 ACCESSIBLE LAVATORY SKIRT, SEE A9 SERIES FOR ADDITIONAL INFORMATION. RE: INTERIORS 9.2 TILE; RE: INTERIORS. 9] GRANITE CWNTERTOP, 3CM; RE: INTERIORS 195 MIRROR; RE: INTERIORS 1939 GRAB BAR, MOBRICK BEWDEP02 STRAIGHT, STAINLESS STEEL' AND 'BOBRICK VERTICAL M WX18 STRAIGHT, STAINLESS STEEL' 1931 TOILET PAPER DISPENSER, TOBRICK B-2808 CLASSIC SERIES SURFACE MOUNTED, STAINLESS STEEL' 1932 PAPER TOWEL DISPENSER AND TRASH 1933 SANITARY NAPKIN DISPOSAL'BOBRICK, 6250 CLASSIC SERIES SURFACE MOUNTED, STAINLESS STEEL' 1935 SOAP DISPENSER, ROBRICK, 62111 CLASSIC SERIES SURFACE MOUNTED. STAINLESS STEEL' 156 CHAIN LINK FENCE, POSTS AND GATES. INSTALL PER MFRWRRTEN REQUIREMENTS 224 BOOR GRAIN. RE: PLUMBING 22] VANRYSINKRE:PLUMBING INTERIORS 22.11 WATER CLOSETWRH RUSH HANDLE ON SIDEADJACENT TO SINK RE: PLUMBING 237 RADON MITIGATON SYSTEM EXHAUST RISER&VENT ENLARGEDI ENLARGED ARE A'A' AREA 131 ENLARGEDENLARGE AREA'D' I AREA'C' KEY PLAN (t A+ PROJECT O 111 ,, ■ KEPHART community • planning •architecture 2555 WAWOT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) Fennell Z W M 5M /� LL O 00 IO1 W w C) LCL( Q Q W Q= LU U � /w� V! l�^ l V! OOw =U _ w 0 > SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Datek�TSUBM�k MM mH r DJV Pmgd Designer DMB Deal 08.28.2020 Job Number 218094 Demeni By RB JT CT C11xME By DMB The eeeeee ENLARGED STORAGE PLANS umber IA5=4ml O ACCESSIBILITY LEGEND PLAN INDICATES REQUIRED 2x REINFORCEMENT FOR FUTURE INSTALLATION OF GRAB BASS. EXTEND REINFORCEMENT MIN. 2' BEYOND REQUIRED DIMENSION SHOWN FOR BAR. (RE: ANSI Al ITA TYPE Ar' AND TYPE R' ACCESSIBILITY DETAILS) ___ an. F µf �1rz+ R 8 a --' Q. C CLEAR FLOOR CIRCULAR TURNING SPACE T -SHAPED TURNING SPACE SPACE(CFS) i.------------------ 54. & Tyylam yy r T i`2• r �T �--� T 3B• r .D :$ $. FRONT APPROACH- FRONTAPPROACH-PUSH HINGE APPROACH - PULL SIDE SIX (BOTH CLOSER AND PULL SIDE LATCH PROVIDED) I Ar zr H HINGE APPROACH PULL HINGE APPROACH -PUSH SIDE (DECREASED DEPTH) SIDE _______ __________4 i _______ ___________ 7(Y 60' SP T 24 HINGEAPPROACH-PUSH LATCH APPROACH- LATCH APPROACH -PULL SIDE (BOTH CLOSER AND PULL SIDE SIM (WITH CLOSER) LATCH PROVIDED) T I i____________________ P T 1 60' IF vy 24'y 7. �$ Ii .N T:i LATCHAPPROACH- LATCH APPROACH -PUSH WATERCLOSET- ADA PUSH SIDE SIDE (WITH CLOSER) FLOOR MOUNT RE: INTERIORS FOR WALL TREATMENT 14'-T 14'-11117' RE: INTERIORS HOME & GARDEN - 2 C I AS<.2 C b HOME & GARDEN 003 CLO HGT: S -O' CONIC; RE: INT. DOG WASH 0038 N AS -03 N y I-14 Q 19 WI -26 10.1 CORRIDOR No CLG HOT : 8'-2' CPT; RE: INT. 13•4• 22• FCL Pw 1 ENLARGED BSMT HOME & GAI 1/d" = 1'J1" DEN - It T -B 117' RE: INTERIORS FOR WALLTREATMENT 10'6' RE: INTERIORS 10 19 NOTE: ALL OPERABLE PARTS FOR THE PET WASH AND BIKE REPAIR FEATURES INCLUDING, BUT NOT LIMBED TO, HOSES, SPRAYERS, DRYERS, GROOMING TABLES, Z-8 1Q. 'WORK BENCHES, BIKE REPAIR TOOLS, TIRE PUMP, AND BIKE WORK STAND SI -WILL BE LOCATEDI O INSTALLED B15m AND W ME AND WITHIN AN ACCEPTABLE ACCESSIBLEBEACH RANGE. REVIEW N LOCATIONS SHALL RI REVIEWEDWITH STAU_ACHI. PRIOR TO FINAL INSTALLATION. i X DOG WASH - 1 A 1/4" = 1'-0" KEYNOTES NO WALL TYPE SCHEDULE MARK HIRE RATING DESCRIPTION W -01e 2 -HR SHAFT ENCLOSURE -8" CONCRETE RE STRUCT W -01b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W42 2 -HR 10' CONCRETE FIRE WALL RE STRUCT WO3e NR WCONCRETEWALL RE STRUCT WIXL NR 12'CONCRETEWALL RE: STRUCT W4ul NR 6'CMU WALL W45 2 -HR FIRE BARRIER B' CMU WALL WE1a 1 -HR EXTERIOR WALL -2x4 WE1b 1 -HR EXTERIORWAL x6 WE -1c 1 -HR EXTERIORWALL-M WE -2 1 -HR EXTERIOR WALL- W W1 GWS ON BOTH SIDES WE3a 1 -HR EXTERIORWALL-(2)2M WE36 1 -HR EXTERIOR WALL DEMISING -2W WE3c I 1 -HR EXTERIOR WALL DEMISING- 2 2x8 WE -0 NR PARAPET -26 WE5 1 -HR EXTERIOR S SMOKE BARRIER - M WEd 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22x4 WII 1 -HR UNIT DEMISING, FIRE PARTITION -(2) 2x8 WI -2e 1IY-HR CORRIDOR. FIRE PARTITION -2W WI -2b 1IY-HR CORRIDOR. FINE PARTITION -2a8 WITH RC WI3 2 -HR EXIT ENCLOSURE. FIRE BANNER- SHAALINERS WD FRAMING WII 2 -HR EXIT ENCLOSURE. FIRE BANNER- SHAALINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER a WD FRAMING WI -0 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI4a 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI46 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING MIN 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFTLINER W'LWD FRAMING ON ME SIDE WII 2 -HR SHAFT ENCLOSURE. FIRE BARRIER-SHAFTLINER W a WD FRAMING ON ME SIDE WI -5c 2 -HR SHAFT ENCLOSURE. FIRE BANNER - SHAFTLINER B WD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. B' PHELABT WI -7 2 -HR SHAFT ENCLOSURE. 2x WD STUD B GI SIDE WI3 2 -HR FIREWALL 8-PRECASTCONCREFE WI3B 1 H EXTERIORWALL-2fi WI -9 2 H FIREWALL- SHAFTLINER(ONLY) WII 2 H FIREWALL-(2)2x(WDWALLONLY) Wlmc 2 H SHAFT ENCLOSURE -8" CONCRETE.RE:STRUCT W110NR 8"PRECAST WIIn1-HR OCCUPANCY SEPARATION, FIREBARRIER-2x4 W411b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WIAIG UHR OCCUPANCY SEPARATION, FIRE BARRIER -2a8 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)'D£WALLSWI GAS WI -12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLSWI GWB WI -13e 1 -HR INT. BEARING WALL -28 WI -13b 1 -HR INT. BEARING WALL -28 W414a NR INTERIORWALL-2X4 WI -14b NR INTERIORWALL-26 WI -14C NR INTERIORWALL-2x8 WI -15a 110 -HR FIRE BARRIER -2x4 WF156 11R -HR FIRE BARRIER2x6 WI-16a 1 -HR INTERIOR BEARING WALL -(2)2x4 WF166 1 -HR INTERIOR BEARING WALL -(2)28 WI -16C 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -17 1 -HR SMOKEBARRIER-2X4 KEYNOTES NO NOTE 5.2 STEEL TUBE COLUMN. RE: STRUCTURE 8.22 AMENNY BASE CABINET: RE: INTERIORS 6.23 AMENITY BASE, OPEN SHELVES; RE: INTERIORS 92 TILE; RE'. INTERIORS. 97 GRANITE COUNTERTOP, 3CM; RE: INTERIORS 10.16 FIRE EXTENGUISHER CABINET 10.17 BIKE BACK, WALL MOUNTED: RE: INTERIORS. PROVIDE (I) ACCESSIBLE LOCATION 10.18 BIKE WORK STAND, FLOOR MOUNTED: RE: INTERIORS 125 WORKBENCH; RE: INTERIORS 224 FLOOR GRAIN. RE: PLUMBING 22.15 DOG WASH STATION. NEW BREED FOR BATHS'ST101, ADA MODIFIED" BASIS OF DESIGN. ENLARGED ENLARGED AREA'A' AREA 131 KEPHART ENLARGED ENLARGED AREA'D' AREA'C' KEY PLAN N ® W® ED Z PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WAWUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) Fennell Z W M 5M /� LL O 00 0 P W w C) LCL( Q Q W Q= U w CO l�^^ V! OOw =U _ w 0 > SOF C040 U N 037 4 n� �SFD ARC`F. 03.25.2021 Issue No.LWA too%CO PENN UBMI kr11a,In Q DJV Pmgd Designer DMB N 08.28.2020 Job Number 218094 Domen By RB JT CT xME By DMB Tile ENLARGED HOME & GARDEN PLANS LA5=411 ACCESSIBILITY LEGEND PIAN INDICATES REQUIRED 2x REINFORCEMENT FOR FUTURE INSTALLATION OF GRAB BASS. EXTEND REINFORCEMENT MIN. 2' BEYOND REQUIRED DIMENSION SHOWN FOR BAR. (RE: ANSI Al ITA TYPE Ar' AND TYPE R' ACCESSIBILITY DETAILS) ___ an. F µf �1rz+ R e a --' Q. C CLEAR FLOOR CIRCULAR TURNING SPACE T -SHAPED TURNING SPACE SPACE (CPS) i.------------------ 54. & Tyyis. yy r T i`2• r �T �--� T 3B• r .D :$ I. FRONT APPROACH- FRONTAPPROACH-PUSH HINGEAPPROACH - PULLSIDE SIX (BOTH CLOSER AND PULL SIDE LATCH PROVIDED) a' I Ar zr H HINGE APPROACH -PULL HINGE APPROACH -PUSH SIDE (DECREASED DEPTH) SIDE Tp 4i TL ri IF ,,'Z•24. HINGEAPPROACH-PUSH LATCH APPROACH- LATCH APPROACH -PULL SIDE (BOTH CLOSER AND PULL SIDE SIM RAFFIA CLOSER) LATCH PROVIDED) S T I ____________________ P T 1 60' IF vy 20'y T. �$ Ii TiN T:i LATCHAPPROACH- LATCH APPROACH -PUSH WATERCLOSET- ADA PUSH SIDE S1DE(WITH CLOSER) FLOOR MOUNT - 1n KEYNOTES N0. WALL TYPE SCHEDULE MARK HIRE RATING DESCRIPTION W51a 2 -HR SHAFT ENCLOSURE -8"CONCRETE, RE STRUCT W511b 2 -HR SHAFT ENCLOSURE -13"CONCRETE, RE. STRUCT W42 2 -HR 10' CONCRETE FIRE WALL RE STRUCT W53a NR WCONCRETEWALL RE STRUCT WIXL NR 12'CONCRETEWPLL, RE: STRUCT W4ul NR 6'CMU WALL W45 2 -HR FIRE BARRIER 8' CMU WALL WE1a 1 -HR EXTERIOR WALL -2x0 WE1b 1 -HR EXTERIORWALL-2x6 WE -1c 1 -HR EXTERIORWALL-M WE -2 1 -HR EXTERIOR WALL- DB WI GWS ON BOTH SIDES WE3a 1 -HR EXTERIORWALL-C)2M WE36 1 -HR EXTERIOR WALL DEMISING -2W WE -3c I 1 -HR EXTERIOR WALL DEMISING- 2 Zia WE -0 NR PARAPET -26 WE -5 1 -HR EXTERIOR S SMOKE BARRIER -2x8 WE -Se 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22[0 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2) 2e8 WI -2a 1l -HR CORRIDOR. FIRE PARTITION -2W WI -2b 1l -HR CORRIDOR. FIRE PARTMON-2a8 WITH RC WI3 2 -HR EXIT ENCLOSURE. FIRE BARMEN- SHAFTLINERS WD FRAMING WI3a 2 -HR EXIT ENCLOSURE. FIRE BARMEN- SHAFTLINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER a WD FRAMING WI -0 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDI'MMING WI4a 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI46 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI -5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFTLINER W'LWD FIR MING ON ME SIDE WISb 2 -HR SHAFT ENCLOSURE. FIRE BARRIER -SHAFFUNER W a WD FRAMING ON ME SIDE WI -5c 2 -HR SHAFT ENCLOSURE. FIRE BARRIER - SHAFTUNER B WD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. B' PRELABT WI -7 2 -HR SHAFT ENCLOSURE. 2X WD STUD B GI SIDE WI3 2 -HR FIREWALL 8-PRECASTCONCRETE WI3a 1 H EXTERIORWALL-2fi WI -9 2 H FIREWALL- SHAFTLINER(ONLY) W498 2 H FIREWALL-(2)2x(WDWALLONLY) Wlmc 2 H SHAFT ENCLOSURE -B" CONCRETE.RE:STRUCT W110NR 8"PRECAST WIIs1-HR OCCUPANCY SEPARATION, FIREBARRIER-2x0 W4116 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WI -11C UHR OCCUPANCY SEPARATION, FIRE BARRIER -2a8 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)'D£WALLSWI GWS WI -12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLSWI GWB WI -13a 1 -HR INT. BEARING WALL -28 WI -13b 1 -HR INT. BEARING WALL -28 WNAa NR INTERIORWALL-2X0 W414b NR INTERIORWALL-26 WI -10C NR INTERIORWALL-2x8 WI -15a 110 -HR FIRE BARRIER -2x0 WF156 11R -HR FIRE BARRIER2x6 WI-16a 1 -HR INTERIOR BEARING WALL -(2)2x0 WF186 1 -HR INTERIOR BEARING WALL -(2)28 WI -16C 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -17 1 -HR SMOKEBARRIER-2X0 KEYNOTES N0. NOTE 125 WORK BENCH: RE: INTERIORS 131 STANDPIPE WI HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 138 CHAIN LINK FENCE, POSTS AND GATES. INSTALL PER MFR WRITTEN REQUIREMENTS 22.18 SERVICE SINK; RE: PLUMBING ENLARGEDI ENLARGED ARE A'A' AREA 'B' ENLARGED ENIARGE AREA'D' I AREA'C' N KEY PLAN ® 4 PROJECT N 111 ,, ■ KEPHART community • planning a architecture 25M WALNUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) Fennell Z W "' 5M /� LL O 00 .jO Z C) LCL( Q Q WLU Q= U w � C0 l�^ l V! OOw =U _ w 0 > W �M� SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. DateL�T�UBM�k mte.19 ae28.2oMM In mre r DJV Pmgd Designer DMB Deal 08.28.2020 kb Number 218094 Drimen By RB JT CT xME By DMB Tore ENLARGED MAINTENANCE & STG PLANS uaeer LA5=43 N ACCESSIBILITY LEGEND PIAN INDICATES REQUIRED 2x REINFORCEMENT FOR FUTURE INSTALLATION OF GRAB BARS. EXTEND REINFORCEMENT MIN. 2- BEYOND REQUIRED DIMENSION SHOWN FOR BAR. (RE: ANSI All Tl TYPE 'A'AND TYPE R' ACCESSIBILITY DETAILS) � 44 112r T 3V T r .wi QI CLEAR FLOOR CIRCULAR TURNING SPACE TSHAPEDNRNINGSPACE SPACE(CFS) - 54' 1 & Tyyis.y�y �T �--� T 3B• r i LD_________1j FRONT APPROACH- FRONTAPPROAOH-PUSH HINGEAPPROACH- PULLSIDE SIX (BOTH CLOSER AND PULL SIDE LATCH PROVIDED) N. ___� a 78! . Ar 2r HINGE APPROACH -PULL HINGE APPROACH -PUSH SIDE (DECREASED DEPTH) SIDE _______ __________4 ------------------- 7V _____ ___________7V 60' SP $� IF r ._f i 24 f It I; PULL SIDE P$ HINGEAPPROACH-PUSHLATCH ROACH- LATCH APPROACH -PULL SIDE (BOTH CLOSER AND SIDE (WITH CLOSER) LATCH PROVIDED) W T I �____________________ P T 1 M' 24. IF i� T;-$ Ii TiN T;i I l ; .M__________________ ---------- LATCH APPROACH- LATCH APPROACH -PUSH WATERCLOSET- ADA PUSH SIDE SIDE (WITH CLOSER) FLOWS MOUNT RE: AMI -ACS.6 FOR ADDITIONAL INFO. RESTROOM - 1 fi 1/4" = i,_0•, 10 - L 1 be be a' -T 114" k 1 A5-44 A5 -4A 9.] m MIR c 8'-111? 5'S" MAIL BT a 106 / ` 9 HRD SURF; RE: INT = A514 m Io. 15 n1 3-5112' 3'-212" SF11E I-1 WORK 105 CLG HGT: VARIES CPT; RE: INT. 1/� RE: INTERIORS WORK ROOM - 1 11 1 RE: INTERIMS FOR WALL TREATMENT MAIL ROOM - 3 C1/41,=1,_0.. 119CAUU-1ll ',' 3'-212" 8'3 AV c SF11D i qq N NEW 4.-T CONF. IN CPT; RE; INT. 41 31Y 1 RE: AO-8.1-AO06 FOR ADDITIONAL INFO. RESTROOM - 2 F114• IF 11_01, 13'i CPT; RE: INT. £ g5d4 RE: INTERIORS FOR WALL -TREATMENT 13'-11 to- CONF-1 E114" = 11_01, - 10 N0. WALL TYPE SCHEDULE 2 HIRE RATING DESCRIPTION W51a SHR AB -2.2 W511b R. SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W42 SHR 10" CONCRETE FIRE WALL RE STRUCT W4)3e 9a WCMCRETEWALL RE STRUCT WIXL NR 12"CONCRETEWALL, RE: STRUCT W4]l RE INT 6"CUR WALL W45 2 -HR FIRE BARRIERS CMU WALL WE -la 1HR EXTERIOR WALL -2x4 ale 1HR EXTERIORWALL-2x6 WE -1c FHR EXTERIORWALL-M WE -2 0.- EXTERIOR WALL- W W1 GWB ON BOTH SIDES WE3a FHR EXTERI0RWALL-Bs2A WE36 FHR EXTERIOR WALL DEMISING -2W WE3 FHR EXTERIOR WALL DEMISING- 2 2x8 WE -0 NR PARAPET -26 WE5 FHR EXTERIOR S SMGO= BARRIER -zx8 WEd FHR GENERIC WALL WI -1a FHR UNIT DEMISING FIRE PARTTIgJ-22x4 WI -lb FHR UNIT DEMISING, FIRE PARTITION -(2) 2x8 WI -2a 1l -HR CORRIDOR. FIRE PARTITION -2W WI -2b 1l -HR •�N. H A5 4.4 \ WI3 SHR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINER a WD FRAMING WI -3a SHR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINER a WD FRAMING WIPb SHR EXIT ENCLOSURE, FIRE BARRIER-SXAWLINER a WD FRAMING WI -0 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI4a 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI -06 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI -5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFTLINER W 2a WD FBPMING ON ME SIDE VVI -5b SHR SHAFT ENCLOSURE. FIRE BARRIER-SH4FTJNER W a WD FRAMING ON ME SIDE WI -5: p4 w4 WI3 BREAKIWORK ROOM SHAFT ENCLOSURE. 8' PRECAST WI-] < o ----------------- WI3 108 FIREWALL 8-PRECASTCONCRETE WI -8a - --- - EXTERIORWALL-2fi WIA HRD SURF; RE INT. W49a 2 H FIREWALL-(2)2x(WDWALLONLY) 32 2 H SHAFT ENCLOSURE -T CONCRETE. RE: STRUCT W110NR 8"PRECAST WIIs1-HR ;6 WI -11b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WI -11C UHR OCCUPANCY SEPARATION, FIRE BARRIER -2a8 WI -12a 1 -HR OCCUPANCY SEPARATIM, FIRE BARRIER -(2)'D£WALLSWI GAS 9T II] 1 -HR OCCUPANCY SEPARATII FIRE BARRIER -(2)M WALLSWI GWB WI -13a 1 -HR INT. BEARING WALL -28 WI -13b -14to INT. BEARING WALL -28 WI -14a NR INTERIORWALL-2X4 W4146 NR INTERIORWALL-26 WI -14C K INTERIORWALL-2x0 WI -15a 110 -HR FIRE BARRIER2A WF156 11R -HR FIRE BARRIER2x6 WI-16a FHR INTERIOR BEARING WALL -(2)2x4 WL186 FHR INTERIOR BEARING WALL -(2)28 WI -l& FHR INTERIOR BEARING WALL -(2)2x8 WI -17 FHR 0'S w. \ 3'4314" -i 2'-1 1N' 11'd 10 B PKG. I 9.7 1W 8 '. RE: INT. —=--- ------- - ____ ____ _______ _HRDSURF; ` ; ; - 1-4 22s'G ASI II FCLD --' •_4L _ 10] ___ __ W 1 E 1•A" 2-0"I Lt 4.-T CONF. IN CPT; RE; INT. 41 31Y 1 RE: AO-8.1-AO06 FOR ADDITIONAL INFO. RESTROOM - 2 F114• IF 11_01, 13'i CPT; RE: INT. £ g5d4 RE: INTERIORS FOR WALL -TREATMENT 13'-11 to- CONF-1 E114" = 11_01, - 10 KEYNOTES N0. WALL TYPE SCHEDULE MARK HIRE RATING DESCRIPTION W51a SHR SHAFT ENCLOSURE -8" CONCRETE RE STRUCT W511b SHR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W42 SHR 10" CONCRETE FIRE WALL RE STRUCT W4)3e NR WCMCRETEWALL RE STRUCT WIXL NR 12"CONCRETEWALL, RE: STRUCT W4]l NR 6"CUR WALL W45 2 -HR FIRE BARRIERS CMU WALL WE -la 1HR EXTERIOR WALL -2x4 WE -Ib 1HR EXTERIORWALL-2x6 WE -1c FHR EXTERIORWALL-M WE -2 FHR EXTERIOR WALL- W W1 GWB ON BOTH SIDES WE3a FHR EXTERI0RWALL-Bs2A WE36 FHR EXTERIOR WALL DEMISING -2W WE3 FHR EXTERIOR WALL DEMISING- 2 2x8 WE -0 NR PARAPET -26 WE5 FHR EXTERIOR S SMGO= BARRIER -zx8 WEd FHR GENERIC WALL WI -1a FHR UNIT DEMISING FIRE PARTTIgJ-22x4 WI -lb FHR UNIT DEMISING, FIRE PARTITION -(2) 2x8 WI -2a 1l -HR CORRIDOR. FIRE PARTITION -2W WI -2b 1l -HR CORRIDOR. FIRE PARTMON-W WITH RC WI3 SHR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINER a WD FRAMING WI -3a SHR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINER a WD FRAMING WIPb SHR EXIT ENCLOSURE, FIRE BARRIER-SXAWLINER a WD FRAMING WI -0 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI4a 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI -06 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI -5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFTLINER W 2a WD FBPMING ON ME SIDE VVI -5b SHR SHAFT ENCLOSURE. FIRE BARRIER-SH4FTJNER W a WD FRAMING ON ME SIDE WI -5: SHR SHAFT ENCLOSURE. FIRE BARRIER - SHAFTUNER B WD FRAMING ON EACH SIDE WI3 SHR SHAFT ENCLOSURE. 8' PRECAST WI-] SHR SHAFT ENCLOSURE. 2x WO STUD B GWB ON EACH SIDE WI3 2 -HR FIREWALL 8-PRECASTCONCRETE WI -8a 1 H EXTERIORWALL-2fi WIA 2 H FIREWALL- SHAFTLINER(ONLY) W49a 2 H FIREWALL-(2)2x(WDWALLONLY) Wlmc 2 H SHAFT ENCLOSURE -T CONCRETE. RE: STRUCT W110NR 8"PRECAST WIIs1-HR OCCUPANCY SEPARATION, FIREBARRIER-2x4 WI -11b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WI -11C UHR OCCUPANCY SEPARATION, FIRE BARRIER -2a8 WI -12a 1 -HR OCCUPANCY SEPARATIM, FIRE BARRIER -(2)'D£WALLSWI GAS WI -12b 1 -HR OCCUPANCY SEPARATII FIRE BARRIER -(2)M WALLSWI GWB WI -13a 1 -HR INT. BEARING WALL -28 WI -13b 1 -HR INT. BEARING WALL -28 WI -14a NR INTERIORWALL-2X4 W4146 NR INTERIORWALL-26 WI -14C NR INTERIORWALL-2x0 WI -15a 110 -HR FIRE BARRIER2A WF156 11R -HR FIRE BARRIER2x6 WI-16a FHR INTERIOR BEARING WALL -(2)2x4 WL186 FHR INTERIOR BEARING WALL -(2)28 WI -l& FHR INTERIOR BEARING WALL -(2)2x8 WI -17 FHR SMOKEMRRIER-2X4 KEYNOTES N0. NOTE ■ PACKAGE MDF SHELVES 5):PAINIEO 6.1] PULLS IN ERpRS 6.19 6.20 ABLE LAVATORY INFORMATION. RE INFERIORS SKIRT, SEE AD SERIES FORADDITONAL INFENITY 8.22 BASE CABINET: RE: INTERIORS AMENITY BASE DRAINER: 8.24 AMENITY INASRIORS.DRAWERS; RE:INTERIORS REINT 9.2 TILE; RE INTERIORS. 97 GRANTE 3C RE: INFERIORS vs SOLID SURFACE MAIL B SOLID SURFACE MAIL BOX CPP, 3CM; RE: INFERIORS AP, RE:INF 10.11 MAILBOXES 10.10 MAIL PAR, GE ORES 1020 GRAB BOB TRAI GHTTAINLESSTAINLESS RICKVE TICAL B68WXI8 STRAIGHT,TEEEL'AND "BOBRICK VERTICAL STAINLESS STEEL' BRICK 1021 B 28 DISPENSER, RICH B -298e CLASSIC SERIES SURFACE TOILET PAPERSTAINLESS MOJNTED, STAINLESS STEEL' 1022 Q 1023 SANITARY SANITARYN STAINLESS STEEL' &259 CLASSIC SERIES SURFACE NAPKIN DISPOSAL MONTES, STAINLESS STEEL' 1025 MOUNTED,ENSER"BOOMCK 62111 CLASSIC SERIES SURFACE MOUNTED, STAINLESS STEEL' 11.11 BOTDRAPERY REEZERCESS WINTERIMS 127 IN GYPSUM CEILING: RE: INTERIMS COORDITRECESNNG WIDTH AND DEPTH COORDINATE OPENING WIDTH AND DEPTI WITI FURNISHING SELECTION. 22A FLOORMAIN.UMBING RE: INFERIOR 228 SINK, AND PLUMBING KITCHEVANITYNBINKRE:LUMBIG, 227 VANITY I INTERIORS 2211 CLOSETWITH F-ING WATER CLOSETWITH FLUSH HANDLE ON BIDE ADJACENT TO SINK RE: PLUMBING 23] RADgJ MITIGATION SYSFIXTEME HAUST RISERE;INTEIMS, EVENT 288 DECCRATNE LIGHT FIXTURE, RE; INTERIORS, ELECTRICAL 28] ICOVE LIGHTING RE; INTERIORS, ELECTRICAL RE: INTERIORS FOR ENLARGED ENLARGED WALL TREATMENT AREA'A' AREA 'B' RE: INTERIORS FOR WALLTREATMENT °a- \ ® R Z be •,Y, ? ENLARGED ENLARGED Wa AR ID' AREA'C' RE. INTERIORS '-PERICCAII)2W8 �O, oi$ O "-PER U.S. POSTAL SERVICES STDF4C SPEC. 0z z FILLER FILLER ga b� RE: INTERIORS Hx rr O N MAIL ROOM. 2A MAI oROOM - 1 KEY PLAN ® D®Z B 114• _ 1,_0„ PROJECT 111 ,, ■ KEPHART community • planning aarchitecture 35M WAWUTSTREET DENVER, COLORADO MMS U) FennellZ W M /� LL 5 O 00 Finsimis Q IO1 W w C) LCL( Q a. W Q= LUQ U � /w� V! OO =U w _ w 0 > W � l V SOF C040 U N 037 4 n� �SFD ARC`F. 03.25.2021 Data Nave 10,1619too%CO NAM PERM UBMITTK 121320 R ER REV [MP r DJV Pmgd Designer DMB Deal 08.28.2020 Job Number 218094 Direm By RS JT CT CIIxME By DMB Tma ENLARGED MAIL & WORK & BREAKROOM PLANS SbeN NUMar A5=4m4 ACCESSIBILITY LEGEND PIAN INDICATES REQUIRED 2x REINFORCEMENT FOR FUTURE INSTALLATION OF GRAB BPAB. EXTEND REINFORCEMENT MIN. 2' BEYOND REQUIRED DIMENSION SHOWN FOR BAR. (RE: ANSI All T.1 TYPE 'A'AND TYPE R' ACCESSIBILITY DETAILS) ___ an. F µf �1rz+ R 8 a --' Q. C CLEAR FLOOR CIRCULAR TURNING SPACE TSHAPED TURNING SPACE SPACE (CFS) ------------------ & Tyy y�y � � � r � T i`2• r �T �--� T 3B• r ._D:$_ ......... _11 FRONT APPROACH- FRONTAPPROAOH-PUSH HINGEAPPROACH- PULLSIDE SIM (BOTH CLOSER AND PULL SIDE LATCH PROVIDED) N. I Ar } _ z_r c 'H ______ __________ ________ HINGE APPROACH -PULL HINGE APPROACH -PUSH SIDE (DECREASED DEPTH) SIDE _______ __________4 _______ ___________ 60' SP i T 24 HINGEAPPROACH-PUSH LATCH APPROACH- LATCH APPROACH -PULL SIDE (BOTH CLOSER AND PULL SIDE SIM (WITH CLOSER) LATER PROVIDED) B0 T I ____________________ P T 1 M' T vy 24'y T. �$ Ii TiN T:i LATCHAPPROACH- LATCH APPROACH -PUSH WATERCLOSET- ADA PUSH SIDE SIDE (WITH CLOSER) ROM MOUNT SUN ROOM - 2 D 1/4" - ENLARGED LOBBY & SUNROOM P HE C UN ROOM - ,1 R,UR, S LEVEL 2: 112' -T12' -T 118' LEVEL 1 PLATE: 111'it'-11/8" LEVEL1: 101YO FIRE LACE VENTING FIRE PLACE - 1 B1/4" - 1,_0.. A 1/4" - V-0., ENLARGEDI ENLARGED ARE A'A' AREA 13' ENLARGED ENLARGED AREA'DAREA'C' N KEY PLAN ® 4 PROJECT KEYNOTES WALL TYPE SCHEDULE MARK HIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE -8" CONCRETE RE STRUCT W -011b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W42 2 -HR 10' CONCRETE FIRE WALL RE STRUCT W43a NR WCONCRETEWALL RE STRUCT WIXL NR 12'CONCRETEWPLL, RE: STRUCT W -0l NR IF OUR WALL W45 2 -HR FIRE BARRIER 8' OUR WALL WE1a 1 -HR EXTERIOR WALL -2x0 WE1b 1 -HR EXTERIORWALL-M WE -1c 1 -HR EXTERIORWALL-2IS WE -2 1 -HR EXTERIOR WALL- W W1 GWS ON BOTH SIDES WE -3a 1 -HR EXTERIORWALL-C)1 WE -3L, 1 -HR EXTERIOR WALL DEMISING -2W WE -3c I 1 -HR EXTERIOR WALL DEMISING- 2 2X8 WE -0 NR PARAPET -26 WE5 1 -HR EXTERIOR S SMOKE BARRIER -23 WEd 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTTIOJ-22[0 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2) 268 WI -2a 1l -HR CORRIDOR. FIRE PARTITION -2W WI -2b 1l -HR CORRIDOR. FIRE PARTMON-2a8 WITH RC WI3 2 -HR EXIT ENCLOSURE. FIRE BARKER- SHAFTLINERS WD FRAMING WI,Sa 2 -HR EXIT ENCLOSURE. FIRE BARKER- SHAFTLINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER a WD FRAMING WI -0 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI4a 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI46 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI -5a 2 -HR SHAFT ENLLOSURR FI REBARRIER-SHAFTLINERW'LWD FRAMING ON ME SIDE WI -5b 2 -HR SHAFT ENCLOSURE. FIRE BARRIER -SHAFTJNER W a WD FRAMING ON ME SIDE WIEc 2 -HR SHAFT ENCLOSURE. FIRE BANKER-SHAFTLINER B WD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. B' PRECAST WI-] 2 -HR SHAFT ENCLOSURE. 2X WD STUD B GWB ON EACH SIDE WI3 2 -HR FIREWALL B'PRECASTCONCREFE WI3a 1 H EXTERIORWALL-25 WIA 2 H FIREWALL- SHAFTLINER(ONLY) W49a 2 H FIREWALL-(2)2x(WDWALLONLY) Wlmc 2 H SHAFT ENCLOSURE -B" CONCRETE.RE:STRUCT W110NR 8"PRECAST WIIs1 H OCCUPANCYSEPARATION, FIREBARRIER-2x0 W411b LIAR OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WI -11C UHR OCCUPANCY SEPARATION, FIRE BARRIER -2a6 III 1 -HR OCCUPANCY SEPARATION, FIRE PARISHES -(2)'D£WALLSWI GAS III 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLSWI GWB WI -13a 1 -HR INT. BEARING WALL -28 WI -13b 1 -HR INT. BEARING WALL -28 WNAa NR INTERIORWALL-2X0 W414b NR INTERIORWALL-W WI -100 NR INTERIORWALL-W W415a 110 -HR FIRE BARRIER2A WI-15b 11R -HR FIRE BARRIER206 WF16a 1 -HR INTERIOR BEARING WALL -(2)2W WF166 1 -HR INTERIOR BEARING WALL -(2)28 WI -18c 1 -HR INTERIOR BEARING WALL -(2)228 WI -1] 1 -HR SMOKEBARRIER-2X0 ENLARGEDI ENLARGED ARE A'A' AREA 13' ENLARGED ENLARGED AREA'DAREA'C' N KEY PLAN ® 4 PROJECT KEYNOTES NG NOTE KEPHART 6.19 PULLOUT TRASH; RE: INTERIORS 6.22 AMENITYBASECABINET; RE INTERIORS 620 AMENITY BASE DRAWERS', RE'. INTERIORS 92 TILE; RE'. INTERIORS. 97 GRANITE COUNTERTOP ,]CM; RE: INTERIORS 9.17 VINYL WALL COVERING; RE: INTERIORS 9.18 HEARTH SOLID SURFACE. RE: INTERIORS 9.19 BOX BEAM; RE: INTERIORS 920 SOFFIT, RE: RCP 10.30 FIRE PLACE, WITH IN-LINE POWER VENT. STELLAR HEARTH PRODUCTS, '5ST3GL" 10.38 AMENITY COFFEE STATION, CONFIRM SELECTION WITH OWNER ALL CONTROLS TO BE WITHIN S1DE REACH RANGE OF 08" MAX HEIGHT AT 2A" OBSTRUCTION OR RE MAX HEIGHT AT 10' OBSTRUCTION., LAS UNDER COUNTER BEVLHAQL REFRIDGERA I M.SUMMIT"ALSTG"61SIS OF DESIGN; RE: INTERIORS 1121 TELEVISION PER OWNER FFE: RE: ELEC B INTERIORS 131 STANDPIPE WI HONE CONNECTOR AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. 228 KITCHEN SINK, RE: INTERIORS AND PLUMBING 237 RADON MITIGATION SYSTEM EXHAUST RISER a VENT 2310 DUCT, TYPICAL.; RE: MECHANICAL 26A DECORATIVE PENDANT LIGHT FUTURE. RE: INTERIORS, ELECTRICAL 288 DECORATIVE EIGHT FIXTURE, RE; INTERIORS, ELECTRGIL 2T2 DIGITAL TELE ENTRY; RE: LOW VOLTAGE ENLARGEDI ENLARGED ARE A'A' AREA 13' ENLARGED ENLARGED AREA'DAREA'C' N KEY PLAN ® 4 PROJECT ^o, x cB 0 0 U 111 ,, ■ KEPHART community • planning aarchilacturs 25M WAWUT STREET DENVER, COLORADO MMS xww.bpM1eRmm U) Fennell Z W M 5M /� LL O 00 IO1 W w C) LCL( Q Q W Q= LU U � /w� V! l�^ l V! OOw =U _ w 0 > W �M� SOF C040 U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Issue 10.16.19 too%CO NAM PERMIT SUBMITTIN. 1 1223M R ER FEV e n Q mH r DJV Pmgd Designer DMB m 08.28.2020 Job Number 218094 Demen By RB JT CT CbeUSE By DMB Tore ENLARGED LOBBY & SUNROOM PLANS ,m9ar L%T�MNA5=4m5 ^o, x cB 0 0 U ACCESSIBILITY LEGEND PIAN INDICATES REQUIRED 2x REINFORCEMENT FOR FUTURE INSTALLATION OF GRAB BARS. EXTEND REINFORCEMENT MIN. 2' BEYOND REQUIRED DIMENSION SHOWN FOR BAR. (RE: ANSI A117.1 TYPE A'AND TYPE R' ACCESSIBILITY DETAILS) µf �1rz+ R Q. ry CLEAR FLOOR CIRCULAR TURNING SPACE TSHAPED TURNING SPACE SPACE (CFS) -----------------b i i i.54. & Tyyyy r T i`2• r �T �--� T 3B• r ._D_ ... :$_---------- 11 41 FRONT APPROACH- FRONTAPPROAOH-PUSH HINGEAPPROACH- PULLSIDE SIM (BOTH CLOSER AND PULL SIDE LATCH PROVIDED) }__________� N ______ a'H_________ I G $ I $ I' 4r zr HINGE APPROACH -PULL HINGE APPROACH -PUSH SIDE (DECREASED DEPTH) SIDE _______ __________4 i _______ ___________ 7(Y 60' SP T 24 HINGEAPPROACH-PUSH LATCH APPROACH- LATCH APPROACH -PULL SIDE (BOTH CLOSER AND PULL SIDE SIM (WITH CLOSER) LATCH PROVIDED) T I �� 60' ____________________ P T 1 60' IF T. �$ Ii TiN T:i I l ; LATCHAPPROACH- LATCH APPROACH -PUSH WATERCLOSET- ADA PUSH SIDE SIDE (WITH CLOSER) ROM MOUNT LIBRARY- 1 1 3•4- 1 s3' 1 3'4- 1 p BAR - 3 RE INTERIORS 10 — 14" - 1'-0„ RE INTE yED EA NME ME Ty 194" MBAR -1 — 10 SAI TAPS SHALL BE ACC. BY SIDE APPROACH: -ACC. COMPONENTS SHALL BE NOT EXCEED 1P FROM FRONT OF ELEMENT. -TAPS MUST BE MIN 12' TO C.L. OF ACCESSIBLE ELEMENT FROM AILACENT FINSIH N F PREFERRED). - ACC. COMPONENT SHALL NOT BE MORE THAN 48' PROVE FF. NG o0 RE: INTERIMS FOR HIRE RATING WALL TREATMENT W -01a 2 -HR w W -011b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W42 2 -HR K W-030 LIBRARY- 1 1 3•4- 1 s3' 1 3'4- 1 p BAR - 3 RE INTERIORS 10 — 14" - 1'-0„ RE INTE yED EA NME ME Ty 194" MBAR -1 — 10 SAI TAPS SHALL BE ACC. BY SIDE APPROACH: -ACC. COMPONENTS SHALL BE NOT EXCEED 1P FROM FRONT OF ELEMENT. -TAPS MUST BE MIN 12' TO C.L. OF ACCESSIBLE ELEMENT FROM AILACENT FINSIH N F PREFERRED). - ACC. COMPONENT SHALL NOT BE MORE THAN 48' PROVE FF. KEYNOTES NG WALL TYPE SCHEDULE MMK HIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE -8" CONCRETE RE STRUCT W -011b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W42 2 -HR 10' CONCRETE FIRE WALL RE STRUCT W-030 NR WCMCRETEWALL RE STRUCT WIXL NR 12'CONCRETEWPLL RE: STRUCT W -0l NR 6'CMU WALL W45 2 -HR FIRE BARRIER 8' CMU WALL WE1a 1 -HR EXTERIOR WALL -2x0 WE1b 1 -HR EXTERIORWALL-2x6 WE -1c 1 -HR EXTERIORWALL-M WE -2 1 -HR EXTERIOR WALL- W W1 GWS ON BOTH SIDES WE -3a 1 -HR EXTERIORWALL-C)1 WE36 1 -HR EXTERIOR WALL DEMISING -2W WE -3c I 1 -HR EXTERIOR WALL DEMISING- 2 2X8 WE -0 NR PARAPET -26 WE5 1 -HR EXTERIOR SMORE BARRIER -2x8 WEd 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22[0 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2) 2e8 WI -2e V&HR CORRIDOR. FIRE PARTITION -2W WI -2b V&HR CORRIDOR. FIRE PARTMON-2a8 WITH RC WI3 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINERS WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SXAWLINER a WD FRAMING WI -0 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDI'MMING WI4a 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDI'MMING WI -06 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI-Sa 2-HRSHAFT FIREBARRIER-SHAFLUNERW'LWD FBPMING ON ONE SIENCLOSURE, DE WI -5b 2 -HR SHAFTENCLWURE.FIREBARRIER-SHAFTLINERWaWD FRAMING ON ME SIDE WH5c 2 -HR SHAFT ENCLOSURE. FIRE BARRIER - SHAFTUNER B WD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. B' PRECAST WI-] 2 -HR SHAFT ENCLOSURE. 2X WD STUD B GWS ON EACH SIDE WI3 2 -HR FIREWALL 8'PRECASTCONCRETE WI3a 1 H EXTERIORWALL-2fi WI -9 2 H FIREWALL- SHAFTLINER(ONLY) W49e 2 H FIREWALL-(2)2x(WDWALLONLY) Wlmc 2 H SHAFT ENCLOSURE -B" CONCRETE.RE:STRUCT W110NR 8"PRECAST WIIs1 H OCCUPANCY SEPARATION, FIREBARRIER-2x0 WI -11b LIAR OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WI -11c UHR OCCUPANCY SEPARATION, FIRE BARRIER -2x8 WI -12a 1 -HR OCCUPANCY SEPARURO, FIRE BARRIER -(2)'D£WALLSWI GWS WI -12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLSWI GWS WI -13a 1 -HR INT, BEARING WALL -28 WF13b 1 -HR INT, BEARING WALL -28 WNAa NR INTERIORWALL-2X0 W414ILP NR INTERIORWALL-W WI -105 NR INTERIORWALL-2x8 W415a 110 -HR FIRE BARRIER2x4 WI-15b 11R -HR FIRE BARRIER2x6 WI-16a 1 -HR INTERIOR BEARING WALL -(2)2x0 WF186 1 -HR INTERIOR BEARING WALL -(2)28 WI -16c 1 -HR INTERIOR BEARING WALL -(2)2x8 W11 1 -HR SMOKE84RRIER-2X0 KEYNOTES NG INCITE 5.2 STEEL TUBE COLUMN. RE: STRUCTURE 6.23 AMENNY BASE. OPEN SHELVES: RE: INFERIORS 6.24 AMENITY BASE DRAWERS; RE: INTERIORS 97 GRANITE COUNTERTOP, 3CM; RE: INTERIORS 919 BOX BEAM', RE: INTERIORS 920 SOFFIT, RE: RCP 922 BOX BEAM W1 ACCENT LIGHTING. RE: INTERIMS 11.15 UNDER COUNTER BEVERAGE REFRIDGERATCR, SUMMIT'AL57G' BASIS OF DESIGNI RE: INTERIORS 11.16 UNDER COUNTER ICEMAKER,SUMMIT 'EIM44GIGADA' BASIS OF DESIGN; RE: INTERIORS 11.19 DISHWASHER ,WHIRLPOOL 'WDF550SAH5 RE. PLUMBING, INFERIORS 1120 UNDERCODNTER, BUILT IN, ACCESSIBLE BEGORATOR. PER OWNER. 1121 TELEVISIONPER OWNER FFE RE: ELEA B INTERIORS 204 DECORATIVE PENDANT LIGHT FIXTURE, RE'. INTERIORS, ELECTRICAL 266 IDECORATIVE LIGHT FIXTURE, RE; INTERIORS, ELECTRICAL 267 ICOVE LIGHTING, RE; INTERIORS, ELECTRICAL z v rfIII I ENLARGED ENLARGED ALARGE NLARG' 1/4" = 1'-0" ENLARGED ENIARGE AREA'D' I AREA'C' N KEY PLAN ® w,®Z PROJECT N x 0 0 0 U 111 ,, ■ PeH Anning community a TRTTe 25M WAWUT STREET DENVER, COLORADO PoMS xww.bpM1eRmm U) Fennell Z W M 5M /� LL O 00 IO1 W w C) LCL( Q Q LLI1Q I 65 W C0 0C/)OO =U W _ W 0 > SOF C040 U N 037 4 n� �SFD ARC`F. 03.25.2021 Issue No.LWA 1W%CO PERM UBMI kMM ]eAQMH DJV PMgd Designer DMB Deal 08.28.2020 Job Number 218094 Drimen By RB JT CT C11xME By DMB Tide ENLARGED LOUNGE & DINING & BAR PLANS Sbem Nummer A5=4e6 N x 0 0 0 U ACCESSIBILITY LEGEND PIAN INDICATES REQUIRED 2x REINFORCEMENT FOR FUTURE INSTALLATION OF GRAB BARS. EXTEND REINFORCEMENT MIN. 2' BEYOND REQUIRED DIMENSION SHOWN FOR BAR. (RE: ANSI A117.1 TYPE 'A'AND TYPE R' ACCESSIBILITY DETAILS) ___ an. F µf �1rz+ R 8 a --' Q. C CLEAR FLOOR CIRCULAR TURNING SPACE TSHAPED TURNING SPACE SPACE (CFS) i.------------------ 54. & Tyyis. yy r T i`2• r �T �--� T 3B• r ._D:$_ ......... _11 FRONT APPROACH- FRONTAPPROAOH-PUSH HINGEAPPROACH- PULLSIDE SIM (BOTH CLOSER AND PULL SIDE LATCH PROVIDED) N. I Ar } _ z_r D 'H ______ __________ ________ HINGE APPROACH -PULL HINGE APPROACH -PUSH SIDE (DECREASED DEPTH) SIDE _______ __________4 i _______ ___________ 7(Y 60' SP T 24 HINGEAPPROACH-PUSH LATER APPROACH- LATCH APPROACH -PULL SIDE (BOTH CLOSER AND PULL SIDE SIM (WITH CLOSER) LATER PROVIDED) B T I ____________________ P T 1 60' IF vy 24'y T. �$ Ii TiN T:i LATCHAPPROACH- LATCH APPROACH -PUSH WATERCLOSET- ADA PUSH SIDE SIDE (WITH CLOSER) ROM MOUNT KEYNOTES NO WALL TYPE SCHEDULE MARK FlRE RATING DESCRIPTION W51a 2 -HR SHAFT ENCLOSURE -8" CONCRETE RE STRUCT W511b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W42 2 -HR 10' CONCRETE FIRE WALL RE STRUCT W330 NR WCONCRETEWALL RE STRUCT WIXL NR 12'CONCRETEWPLL, RE: STRUCT W -0l NR IF CMU WALL W45 2 -HR FIRE BARRIER 8' CMU WALL WE1a 1 -HR EXTERIOR WALL -2x0 WE1b 1 -HR EXTERIORWAL x6 WE -1c 1 -HR EXTERIORWALL-M WE -2 1 -HR EXTERIOR WALL- W W1 GWS ON BOTH SIDES WE3a 1 -HR EXTERI0RWALL-C)2M WE36 1 -HR EXTERIOR WALL DEMISING -2W WE -3c I 1 -HR EXTERIOR WALL DEMISING- 2 2X8 WEE NR PARAPET -26 WE5 1 -HR EXTERIOR&SMOKE BARRIER -2x8 WEd 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22[0 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2) 268 WI -2a 1IY-HR CORRIDOR. FIRE PARTITION -2W WI -2b 1IY-HR CORRIDOR. FIRE PARTMON-2a8 WITH RC WI3 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINERS WD FRAMING WI3a 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINER& WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SXAWLINER a WD FRAMING WI -0 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI4a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI46 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI -5a 2 -HR SHAFT ENLLOSURR FIREBARRIER-SHAFTLINERW'LWD FRAMING ON ONE SIDE WISb 2 -HR SHAFTENCLWURE.FIREBARRIER-SHAFTLINERWaWD FRAMING ON ME SIDE WHI 2 -HR SHAFT ENCLOSURE. FIRE BANKER -SHAFTLINER&WD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. B' PRECAST WI-] 2 -HR SHAFT ENCLOSURE. 2X WD STUD &GWB ON EACH SIDE WI3 2 -HR FIREWALL 8'PRECASTCONCRETE WI3a 1 -HR EXTERIORWALL-2fi WI -9 2 -HR FIREWALL- SHAFTLINER(ONLY) WI -9a 2AR FIREWALL-(2)2x(WDWALLONLY) Wlmc 2 -HR SHAFT ENCLOSURE -B" CONCRETE.RE:STRUCT W110NR 8"PRECAST WIIs1-HR OCCUPANCY SEPARATION, FIREBARRIER-2x0 W411b LIAR OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WI -11C UHR OCCUPANCY SEPARATION, FIRE BARRIER -2a8 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)'D£WALLSWI GAS WI -12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLSWI GWB WI -13a 1 -HR INT. BEARING WALL -28 WI -13b 1 -HR INT. BEARING WALL -28 WNAa NR INTERIORWALL-2X0 W414b NR INTERIORWALL-26 WI -14C NR INTERIORWALL-2x0 W415a 110 -HR FIRE BARRIER2A4 WI-15b 11R -HR FIRE BARRIER2x6 WI-16a 1 -HR INTERIOR BEARING WALL -(2)2x0 WN86 1 -HR INTERIOR BEARING WALL -(2)28 WI -18c 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -17 1 -HR SMCKEMRRIER-2X4 KEYNOTES NO INCITE 6.8 VANNY TOP, SOLID SURFACE 2CM, WITH 4" BACKSPLASH: RE: INTERIORS 6.18 CHANGING BENCH, RE: INTERIORS 6.19 PULL OUT TRASH; RE: INTERIORS 6,20 ACCESSIBLE LAVATORY SKIRT, SEE AO SERIES FOR ADDITIONAL INFORMATION. RE: INTERIORS 9.2 TILE: RE: INTERIORS. 10.5 MIRROR RE: INTERIORS 10.16 FIRE EXTENGUISHER CABINET 1020 GRAB BAR,'EOBRICK 83006X42 STRAIGHT, STAINLESS STEEL' AND "BOBRICK VERTICAL BB806I(18 STRAIGHT, STAINLESS STEEL' 1021 TOILET PAPER DISPENSER."BOBRICK B-2888 CLASSIC SERIES SURFACE MOUNTED, STAINLESS STEEL' 1022 PAFERTOWELDISPENSERANDTFASH 1023 SANITARY NAPKIN DISPOSAL"BOBRICK 8-254 CLASSIC SERIES SURFACE MOUNTED, STAINLESS STEEL' 1024 TOWEL HOOK, RE: INTERIORS 1025 SOAP DISPENSER."BOBRICK 8-2111 CLASSIC SERIES SURFACE MOUNTED, STAINLESS STEEL' 1028 BABY CHANGING STATION, TOBRICK, HER 10-SSRE' HORIZONTAL, RECESSED MOUNT. 1027 OVERHEAD BMCED TOILET PARTITION, V HIGH PRESSURELIMINATE, MAXIMUM PRIVACY; RE: INTERIORS 1030 WALL BRACED, URINAL PARTITION, 1- HIGH PRESSURE LAMINATE; RE: INTERIORS 1038 LOCKERS, RE: INTERIORS 10.32 MIRROR, BACKLIT. RE: INTERIORS, ELECTRICAL 22A FLOOR DRAIN. RE: PLUMBING 221 VANITY SINK, RE'. PLUMBING. INTERIORS 228 DRINKING FOUNTAINS. RE:PLUMBING 22.11 WATER CLOSET WITH FLUSH HANDLE ON SIDE ADJACENT TO SINK RE: PLUMBING 22.18 SERNCE SINK; RE: PLUMBING 22.10 WATER SOME FILLER; RE: PLUMBING 26A DECORATIVE PENDANT LIGHT FIXTURE, RE: INTERIORS, ELECTRICAL 5'J' RE: INTERIORS ^o, x 0 0 0 0 111 ,, ■ KEPHART community • planning aarchitacturs 25M WALNUT STREET DENVER, COLORADO BOGS xww.bpM1eRmm U) Fennell Z W M 5M /� LL O 00 IO1 W w C) LCL( Q Q W Q= LU U � /w� V! l�^ l V! OOw =U _ w 0 > SOF C040 U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,16.19 too%CO NAM PERMIT SUBMITT& 1 1223M R ER FEV B n O mH r DJV Pmgd Designer DMB Deal 08.28.2020 Job Number 218094 Drown By RB JT CT CbeUBO By DMB Tore ENLARGED RESTROOM$& FITNESS PLANS SAeN Number A5-467 ^o, x 0 0 0 0 ACCESSIBILITY LEGEND PIAN INDICATES REQUIRED 2x REINFORCEMENT FOR FUTURE INSTALLATION OF GRAB BASS. EXTEND REINFORCEMENT MIN. 2' BEYOND REQUIRED DIMENSION SHOWN FOR BAR. (RE: ANSI A11 T.1 TYPE 'A'AND TYPE R' ACCESSIBILITY DETAILS) ___ an. F µf �1rz+ R 8 a --' Q. C CLEAR FLOOR CIRCULAR TURNING SPACE T -SHAPED TURNING SPACE SPACE (CPS) i.------------------ 54. & Tyylam yy r T i`2• r �T �--� T 3B• r 1D :$ $1 FRONT APPROACH- FRONTAPPROACH-PUSH HINGEAPPROACH - PULLSIDE SIX (BOTH CLOSER AND PULL SIDE LATCH PROVIDED) �i zr 1 1 Ar H HINGE APPROACH PULL HINGE APPROACH -PUSH SIDE (DECREASED DEPTH) SIDE _______ __________4 _______ ___________ i`� 7(Y 60' SP T 24 t I $ Ii iL �$ Ii HINGEAPPROACH-PUSH LATCH APPROACH - LATCH APPROACH -PULL PALSIDE SIDE (BOTH CLOSER AND SIDE (WITH CLOSER) LATCH PROVIDED) T I i____________________ P T 1 60' IF vy �$ Ii TiN T:i LATCHAPPROACH- LATCH APPROACH -PUSH WATERCLOSET- ADA PUSH SIDE S1DE WITH CLOSER) FLOOR MOUNT 2n N Qe z A0.12 fiI iff& z Aa1z I Qe 1 / A5-4.7 2n KEYNOTES NO. WALL TYPE SCHEDULE MARK HIRE RATING DESCRIPTION W51e 2 -HR SHAFTENCLOSURE-8" CONCRETERE STRUCT W51b 2 -HR SHAFTENCLOSURE-13" CONCRETERE STRUCT W42 2 -HR 10' CONCRETE FIRE WALL RE STRUCT W53e NR WCONCRETEWALL RE STRUCT WIXL NR 12'CONCRETEWPLL, RE: STRUCT W4ul NR VCMU WALL W45 2 -HR FIRE BARRIER S' CMU WALL WE1a 1 -HR EXTERIOR WALL -2x0 WE1b 1 -HR EXTERIORWALL-2x6 WE -1c 1 -HR EXTERIORWALL-M WE -2 1 -HR EXTERIOR WALL- W W1 Drying ON BOTH SIDES WE3a 1 -HR EXTERIORWALL-C)2M WE36 1 -HR EXTERIOR WALL DEMISING -2W WE3c I 1 -HR EXTERIOR WALL DEMISING- 2 2x8 WE -0 NR PARAPET -26 WE5 1 -HR EXTERIOR S SMOKE BARRIER -2x8 WEd 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22x0 WII 1 -HR UNIT DEMISING, FIRE PARTITION -(22118 WI -2e 112-1-11? CORRIDOR. FIRE PARTITION -2W WI -2b 112-1-11? CORRIDOR. FIRE PARTITION -2a8 WITH RC WI3 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINERS WD FRAMING WI3• 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER a WD FRAMING WI -0 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI4a 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDI'MMING WI46 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAAING WI -5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFTLINER W'LWD FRAMING ON ME SIDE VIII 2 -HR SHAFT ENCLOSURE. FIRE BARRIER -;HAFFUNER W a WD FRAMING ON ME SIDE WHk 2 -HR SHAFT ENCLOSURE. FIRE BARRIER - SHAFTLINER B WD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. IF FRELABT WHIF 2 -HR SHAFT ENCLOSURE. 2x WD STUD B GI SIDE WI3 2 -HR FIREWALL 8'PRECASTCONCRETE WI3; 1 H EXTERIORWALL-M WI -9 2 H FIREWALL- SHAFTLINER(ONLY) WI -Ra 2 H FIREWALL-(2)2x(WDWALLONLY) Wlmc 2 H SHAFT ENCLOSURE -B" CONCRETE.RE:STRUCT W110NR 8"PRECAST WIIn1-HR OCCUPANCY SEPARATION, FIREBARRIER-2x0 WI -11b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WI -11c UHR OCCUPANCY SEPARATION, FIRE BARRIER -2x8 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)'D£WALLSWI GAS WN21b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLSWI GWB WI -13e 1 -HR INT. BEARING WALL -28 WI -13b 1 -HR INT, BEARING WALL -28 WI-1Aa NR INTERIORWALL-2X0 WI -14b NR INTERIORWALL-26 WI -14C NR INTERIORWALL-2x8 WI -15a 110 -HR FIRE BARRIER -2x0 WI -156 11R -HR FIRE BARRIER2x6 WI-16a 1 -HR INTERIOR BEARING WALL -(2)2x0 WI -166 1 -HR INTERIOR BEARING WALL -(2)28 WI -16C 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -17 1 -HR SMOKEBARRIER-2X0 KEYNOTES NO. NOTE 3.8 0" CONCRETE HOUSE KEEPING HAD: RE: POOL, MECHANICAL 8.22 All BASE CABINET: RE: INFERIORS 6.23 AMENITY BASE, OPEN SHELVES; RE: INTERIORS 97 GRANITE COUNTERTOP, 3CM: RE: INTERIORS 1032 MIRROR, BACKLIT. RE: INTERIORS, ELECTRICAL 1121 TELEVISION PER OWNER FFE RE: ELEC B INTERIORS 12.7 DRAPERY RECESS IN GYPSUM BOARD CEILING; RE: INTERIMS COORDIN4TE OPENING WIDTH AND DEPTH WITH FURNISHING SELECTION. 22A FLOOR DFAIN RE: PLUMBING 28.8 DECORATIVE EIGHT FIXFURE, RE; INTERIORS, ELECTRIGIL ENLARGED ENLARGED AREA 'N AREA';' ' RE: INTERIORS FOR WALL TREATMENT e Abe _\ / ENLARGED ENLARGED Wa ARE4'D' AREA 'C' r 6' RE: INTERIORS RE: INTERIOR; N YOGA -2 YOGA -1 B 1/41,=1,_0„ A 114•=11-01, KEY PLAN PROJECT ® of z ^o, 111 ,, ■ KEPHART community • planning •architecture 35M WAWUT STREET DENVER, COLORADO MIM5 xww.bpM1eRmm U) Fennell Z W M 5M /� LL O 00 Fississis IO1 W w C) LCL( Q Q W Q= LU U � /w� V! l�^ l V! OOw =U _ w 0 > W �M� SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,1619 too%CO ae28.2o PENM r Pu 7t a, In Q mre r DJV Pmgd Designer DMB N 08.28.2020 Job Number 218094 Dorm By RB JT CT xME By DMB Tore ENLARGED YOGA PLAN rA5=4e8 LNumber ^o, ACCESSIBILITY LEGEND PIAN INDICATES REQUIRED 2x REINFORCEMENT FOR FUTURE INSTALLATION OF GRAB BARS. EXTEND REINFORCEMENT MIN. 2- BEYOND REQUIRED DIMENSION SHOWN FOR BAR. (RE: ANSI A117.1 TYPE Ar' AND TYPE R' ACCESSIBILITY DETAILS) ___ µf �1rz+ R Q: •....._,. ,C_________, CLEAR FLOOR CIRCULAR TURNING SPACE TSHAPEDTURNINGSPACE SPACE(CFS) -----------------b i.54. & Tyyyy r T i`2• r �T �--� T 3B• r I_D_... :$_---------- 11 41 FRONT APPROACH- FRONTAPPROAOH-PUSH HINGEAPPROACH- PULLSIDE SIX (BOTH CLOSER AND PULL SIDE LATCH PROVIDED) N. �i I I' Ar zr H HINGE APPROACH -PULL HINGE APPROACH -PUSH SIDE (DECREASED DEPTH) SIDE _______ __________4 i _______ 7(Y 69' SP T 24 HINGEAPPROACH-PUSH LATCH APPROACH- LATCH APPROACH -PULL SIDE (BOTH CLOSER AND PULL SIDE SIM (WITH ELMER) LATCH PROVIDED) W T I ____________________ P T 1 60' vy 20'IF y �$ Ii TiN T:i LATCH APPROACH- LATCH APPROACH -PUSH WATERCLOSET- ADA PUSH SIDE SIDE (WITH CLOSER) ROM MOUNT 19 T I IAV SUNSET PATIO - 1 H114, IF 1.-01. TT 228 623> 8.19 6'p 92 ND. WALL TYPE SCHEDULE RE: INTERIORS OR UPPER WALL CABINETS HIRE RATING i W51a SHR SHAFT ENCLOSURE -8" CONCRETE RE STRUCT W51b SHR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W42 SHR 10' CONCRETE FIRE WALL RE STRUCT W53a NR WCCNCRETEWALL RE STRUCT WIXL NR 12'CONCRETEWALL, RE: STRUCT W -04t NR 6"CMU WALL W45 2 -HR FIRE BARRIER S' CMU WALL WE -la 1 -HR EXTERIOR WALL -2x0 WE -16 1 -HR EXTERIORWALL-2x6 WE -1c FIAR EXTERIORWALL-M WE -2 FIAR 6'L t2' 155' Cnll Ar)r`=% OI InIOCT ollllNn Ml AAI 1/4" = 11-01, O CONFERENCE -1 G 1/4„ - -0„ T-2 1W `L 7'-2 114' TAM Uln We KITCHEN - 3KITCHEN - 2 F 1/4" - 1•-0" E 1/4" _ 1'-0" RE'. A0 8.1 -A0.8S FOR ADDITIONAL INFO. RE: AO -SA -AO 8.6 FOR ADDITIONAL INFO. KEYNOTES ND. WALL TYPE SCHEDULE MURK HIRE RATING DESCRIPTION W51a SHR SHAFT ENCLOSURE -8" CONCRETE RE STRUCT W51b SHR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W42 SHR 10' CONCRETE FIRE WALL RE STRUCT W53a NR WCCNCRETEWALL RE STRUCT WIXL NR 12'CONCRETEWALL, RE: STRUCT W -04t NR 6"CMU WALL W45 2 -HR FIRE BARRIER S' CMU WALL WE -la 1 -HR EXTERIOR WALL -2x0 WE -16 1 -HR EXTERIORWALL-2x6 WE -1c FIAR EXTERIORWALL-M WE -2 FIAR EXTERIOR WALL -D8Mill GWB ON BOTH SIDES WE3a FIAR EXTERI0RWALL-C)2A WE3b FIAR EXTERIOR WALL DEMISING -2W WE3c I FHR EXTERIOR WALL DEMISING- 2 2x8 WE -0 NR PARAPET -26 WE5 FHR EXTERIOR B SMGO= BARRIER -2x8 WEd FHR GENERIC WALL WI -1a FHR UNIT DEMISING FIRE PARTITION -22x0 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2) 2x8 WI -2a 12 -HR CORRIDOR. FIRE PARTITION -2W WI -2b 12 -HR CORRIDOR. FIRE PARTITION -2a8 WITH RC WI3 SHR EXIT ENCLOSURE. FIRE BARMEN- SHAffUNERS WD FRAMING WI -3a SHR EXIT ENCLOSURE. FIRE BARMEN- SHAffUNER B WD FRAMING WI -3b SHR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER a WD FRAMING WI -0 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI4a 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDI'MMING WI4b 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING WI -53 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFTLINER W'LWD FRAMING ON ME SIDE WI -5b SHR SHAFT ENCLOSURE. FIRE BARRIER -SH4FTUNER W a WD FRAMING ON ME SIDE WI -5c SHR SHAFT ENCLOSURE. FIRE BARRIER - SHAFTLINER B WD FRAMING ON EACH SIDE WI3 SHR SHAFT ENCLOSURE. IF PRE -CAST WI-] SHR SHAFT ENCLOSURE. 2x WD STUD B GWOON F_ACH SIDE WI3 2 -HR FIREWALL 8-PRECASTCONCRETE WI3B 1 H EXTERIORWALL-M WI -9 2 H FIREWALL- SHAFTLINER(ONLY) W49a 2 H FIREWALL-(2)2x(WDWALLONLY) Wlmc 2 H SHAFT ENCLOSURE -B" CONCRETE.RE:STRUCT W110NR 8"PRECAST WIIS1-HR OCCUPANCY SEPARATION, FIREBARRIER-2x0 WI -11b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x6 WI -11C UHR OCCUPANCY SEPARATION, FIRE BARRIER -2a8 WI -12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)'D£WALLSWI GWS WI -12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLSWI GWB WI -13a 1 -HR INT. BEARING WALL -28 WI -13b 1 -HR INT. BEARING WALL -28 WNAa NR INTERIORWALL-2X0 WI -1M NR INTERIORWALL-26 WI -14C NR INTERIORWALL-2x0 WI -15a 110 -HR FIRE BARRIER2A WI-156 11R -HR FIRE BARRIER2x6 WI-16a FIAR INTERIOR BEARING WALL -(2)2x0 WI -186 FIAR INTERIOR BEARING WALL -(2)28 WI -10C FIAR INTERIOR BEARING WALL -(2)2x8 WI -17 FIAR SMOKEMRRIER-2X4 KEYNOTES ND. NOTE 6.19 PULLOUTTRASH: RE: INTERMS 8.20 ACCESSIBLE LAVATORY SKIRT, SEE A9 SERIES MR ADDITIONAL INFORMATION. RE: INTERIORS 8.22 AMENITYBASECABINET;RE:INTERIORS 6.23 AMENITY BASE, OPEN SHELVES: RE: INFERIORS 7.6 IPO RCOHNG MEMBRANE OVER ROOF SHEATHING. PROVIDE CRICKETS AS NECESSARY 12' PROTECTION BOARD TO BE USED OVER RIGID INSULATION 7.30 TIRO WALL METAL SCUPPER SLF_AVE WELDED WATERTIGHT 9.2 TIM; RE: INTERIORS. 9.7 GRANITE COUNTERTOP, 3CM; RE: INFERIORS 9.17 VINYL WALL COVERING; RE: INTERIORS IDS MIRROR; RE: INTERIORS 1020 GRAB BAA. SCBRICK 88808X02 STRAIGHT, STAINLESS STEEL' AND BOBRICK VERTICAL B MORXI0 STRAIGHT, STAINLESS STEEL' 1021 TOILET PAPER DISPENSER. TOBRICK B-2883 CLASSIC SERIES SURFACE MOJNTED, STAINLESS STEEL' 10.22 PAPER TOWEL DISPENSER AND TRASH 1033 SANITARY NAPKIN DISPOSAL'BOBRICK, 6254 CLASSIC SERIES SURFACE MOUNTED, STAINLESS STEEL' 10.31 GRILLALL OPERABLE PARTS WITHIN ACCEPTABLE ACCESSIBLE REACH 11.15 UNDER COUNTER BEVERAGE REFRIDGERATOR,SUMMIT "AL57GC BASIS OF DESIGN; RE: INTERIMS IT16 UNDER COUNTER ICEMAKER,SUMMIT 'BIM"GIGADA' BASIS OF DESIGN; RE: INTERIORS 1L10 WALL MOUNTED MICROWAVFJOVEN. WITHOUT RANGE; RE: INTERIORS 1131 TELEVISION PER OWNER FEE; RE: ELEC B INTERIORS 226 KITCHEN SINN, RE: INTERIORS AND PLUMBING 221 VAN ITYSINK; RE: PLUMBING, INTERIORS 2211 WATER CLOSETWITH FLUSH HANDLE ON SIDE ADJACENTTO SINK, RE'. PLUMBING 23] RADON MITIGATION SYSTEM EXHAUST RISER A VENT Al DOVE LIGHTING, RE; INTERIORS, ELECTRICAL ENLARGED ENLARGED AREA'A' AREA 131 ENLARGED ENLARGED AREA'D' AREA'C' RE: INTERIORS N KITCHEN - 1 SUNSET ROOM - 1 UNISEX R.R - 2 UNISEX R.R - 1 D 1/4a = 1�_0�� C va„ _ ,,-D" B va11 = 1,-0. A va° = ra-0,. KEY PLAN w®z PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO MMS xww.bpM1eRmm U) Fennell Z W M 5M /� LL O 00 I— IO1 W w C) LCL( Q Q W Q= U � /w� V ! 11 ^l - V! OOw =U _ w 0 > SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date IKue 10,1e.19 too%CO NAM PaFPMT SUBMITTAL 1 122320 R XXNMER REV B n O g r Pmgd Designer eee DMB N 08.28.2020 Job NumberDrimen 218094 By RB JT CT CIIxME By DMB The ENLARGED SUNSET ROOM umber LA5=4PLAN m9 5 ROOF ASSEMBLY. COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24' MIN FROM EXT WALL AND SAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD TRUSSES PER STRUCT: LAY IN MIN. R30 BATT PER ENERGY RED'S; PROVIDE 518" TYPE 'C GYP BD OVER SIM RC DELUXE SPACED PER ASSEMBLY. A]-3.2 EM; 2x W D SND W ITR 518' TYPE'X' GWB ®INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT L- 2 $IM INSUL PER ENERGY PECS A7-5.1 VINYL WINDOW W/LOW-E GLNJNG BRONZE 5 SIM 575.0 BRICK VENEER: ALPINE ASH: IAKEWOOD BRICK CO. FLOOR ASSEMBLY: 1114' GYPCRETE TOPPING OVER 114' SOUND MAT AT HARD SURFACES (11/2' r GYPCRETE ELSEWHERE) ON W4' SUBFLOOR OVER 1 IF TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL J PER ASSEMBLY: PROVIDE (1) LAYER OF SB' TYPE -C GYP BD ON RC DELUXE SPACED PER ASSEMBLY J 238 — — — — — BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. L PROVIDE MASONRY SHELF ANGLE CONT. MOVE 8 SIM WINDOW HEAD A7 -SO �VINYLWINDOWW/LOW-EGLALNG;BRONZE / 11 SIM FLOORASSEMHLY:1114-GYPCRETE TOPPING OVER AMC 114' SOUND MATAT HARD SURFACES (1 112' GYPCRETE ELSEWHERE) ON 3/4' SUBROOR OVER TRUSSES STRUCTR OFF BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF SB' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY — — — — — — — SIM A]5.0 VINYL WINDOW W/ LOW -E GLAZING BRONZE EXT; 2x WD STUD WITH SAE TYPE X' GWB 4D INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S BRICK COURSING PULLED FORWARD 314" BRICK VENEER: ALPINE ABH: LAKEWOOD BRICK CO. — — E 26. -1b J IS 4 ROOF ASSEMBLY: ADHERED TPo RWFINI w VEST A]-5.3 OTECON ED (AT LCCATONS)OVER MBRANE OVER RICO INSUL (SLOPEDII w DRAINAGE) ON WE DECKING OVER WE F (SPACED PER STRUCT); LAY IN MINE R-25 N�'A1 M WHERE REO'D PER ENERGY MODEL; PRO' O m O LAYERS 518F TYPE GWB PER ASSEMBLE' POST TENSIONED CONCRETE FOUNDATIC STRUCTURAL 7 SIM A752 ' }< II ILII III I I I I II�IIII ._ _II IIIIIII I_IIII III II ILII III II ILII III II ILII III II ILII IIiI-1111 A6-1.1 K I ROOF PLATE: 144'-0 "" LEVEL 4: 133'-11-11"" — LEVEL 3:123'3W4" O n LEVEL 2PLATE: 121'9" 0 r� _ LEVEL 2: 112'.77/8" m V q LEVEL 1 PLATE: 111'1'-11/8" LEVEL 1: 100'0" KEYNOTES o UNITA1 4.1 S o UNITA1 44 m L] AS 1A G m 3 TYPE'S' 7.15 CEMENITHOUS LIP SIDING. W EXPOSURE 3 TYPE'5 to CEMENTLUOUS FASCIA 1X10: SW M14 ELDER WHITE 723 CEMENTITIOUS FRIEZE BOARD IM 725 ASPHALT SHINGLES, MFR: CHARCOAL 72] CEMENTITIOUS FRIEZE BOARD IX4 83 JALUM -FRAMED ENTRANCE I STOREFRONT: BRONZE BA VINYL WINDOW W/ LOW E GIU!ING; BRCNZE O IWALLVENTTERMINXTION 239 N O, FIRE RATING 5 ROOF ASSEMBLY. COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24' MIN FROM EXT WALL AND SAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD TRUSSES PER STRUCT: LAY IN MIN. R30 BATT PER ENERGY RED'S; PROVIDE 518" TYPE 'C GYP BD OVER SIM RC DELUXE SPACED PER ASSEMBLY. A]-3.2 EM; 2x W D SND W ITR 518' TYPE'X' GWB ®INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT L- 2 $IM INSUL PER ENERGY PECS A7-5.1 VINYL WINDOW W/LOW-E GLNJNG BRONZE 5 SIM 575.0 BRICK VENEER: ALPINE ASH: IAKEWOOD BRICK CO. FLOOR ASSEMBLY: 1114' GYPCRETE TOPPING OVER 114' SOUND MAT AT HARD SURFACES (11/2' r GYPCRETE ELSEWHERE) ON W4' SUBFLOOR OVER 1 IF TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL J PER ASSEMBLY: PROVIDE (1) LAYER OF SB' TYPE -C GYP BD ON RC DELUXE SPACED PER ASSEMBLY J 238 — — — — — BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. L PROVIDE MASONRY SHELF ANGLE CONT. MOVE 8 SIM WINDOW HEAD A7 -SO �VINYLWINDOWW/LOW-EGLALNG;BRONZE / 11 SIM FLOORASSEMHLY:1114-GYPCRETE TOPPING OVER AMC 114' SOUND MATAT HARD SURFACES (1 112' GYPCRETE ELSEWHERE) ON 3/4' SUBROOR OVER TRUSSES STRUCTR OFF BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF SB' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY — — — — — — — SIM A]5.0 VINYL WINDOW W/ LOW -E GLAZING BRONZE EXT; 2x WD STUD WITH SAE TYPE X' GWB 4D INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S BRICK COURSING PULLED FORWARD 314" BRICK VENEER: ALPINE ABH: LAKEWOOD BRICK CO. — — E 26. -1b J IS 4 ROOF ASSEMBLY: ADHERED TPo RWFINI w VEST A]-5.3 OTECON ED (AT LCCATONS)OVER MBRANE OVER RICO INSUL (SLOPEDII w DRAINAGE) ON WE DECKING OVER WE F (SPACED PER STRUCT); LAY IN MINE R-25 N�'A1 M WHERE REO'D PER ENERGY MODEL; PRO' O m O LAYERS 518F TYPE GWB PER ASSEMBLE' POST TENSIONED CONCRETE FOUNDATIC STRUCTURAL 7 SIM A752 ' }< II ILII III I I I I II�IIII ._ _II IIIIIII I_IIII III II ILII III II ILII III II ILII III II ILII IIiI-1111 A6-1.1 K I ROOF PLATE: 144'-0 "" LEVEL 4: 133'-11-11"" — LEVEL 3:123'3W4" O n LEVEL 2PLATE: 121'9" 0 r� _ LEVEL 2: 112'.77/8" m V q LEVEL 1 PLATE: 111'1'-11/8" LEVEL 1: 100'0" KEYNOTES N0. NOTE 4.1 0 o UNITA1 44 o L] BRICK VENEER -MODULAR SIZE, STANDARD ACCENT, ONYX SMOOTI, SUMMIT MACK CO. G m 3 A5-11 7.15 CEMENITHOUS LIP SIDING. W EXPOSURE 3 TYPE'5 to CEMENTLUOUS FASCIA 1X10: SW M14 ELDER WHITE 723 CEMENTITIOUS FRIEZE BOARD IM 725 ASPHALT SHINGLES, MFR: CHARCOAL 72] CEMENTITIOUS FRIEZE BOARD IX4 83 JALUM -FRAMED ENTRANCE I STOREFRONT: BRONZE BA VINYL WINDOW W/ LOW E GIU!ING; BRCNZE 238 IWALLVENTTERMINXTION 239 N O, FIRE RATING Description FC -1 F < 5 ROOF ASSEMBLY. COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24' MIN FROM EXT WALL AND SAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD TRUSSES PER STRUCT: LAY IN MIN. R30 BATT PER ENERGY RED'S; PROVIDE 518" TYPE 'C GYP BD OVER SIM RC DELUXE SPACED PER ASSEMBLY. A]-3.2 EM; 2x W D SND W ITR 518' TYPE'X' GWB ®INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT L- 2 $IM INSUL PER ENERGY PECS A7-5.1 VINYL WINDOW W/LOW-E GLNJNG BRONZE 5 SIM 575.0 BRICK VENEER: ALPINE ASH: IAKEWOOD BRICK CO. FLOOR ASSEMBLY: 1114' GYPCRETE TOPPING OVER 114' SOUND MAT AT HARD SURFACES (11/2' r GYPCRETE ELSEWHERE) ON W4' SUBFLOOR OVER 1 IF TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL J PER ASSEMBLY: PROVIDE (1) LAYER OF SB' TYPE -C GYP BD ON RC DELUXE SPACED PER ASSEMBLY J 238 — — — — — BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. L PROVIDE MASONRY SHELF ANGLE CONT. MOVE 8 SIM WINDOW HEAD A7 -SO �VINYLWINDOWW/LOW-EGLALNG;BRONZE / 11 SIM FLOORASSEMHLY:1114-GYPCRETE TOPPING OVER AMC 114' SOUND MATAT HARD SURFACES (1 112' GYPCRETE ELSEWHERE) ON 3/4' SUBROOR OVER TRUSSES STRUCTR OFF BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF SB' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY — — — — — — — SIM A]5.0 VINYL WINDOW W/ LOW -E GLAZING BRONZE EXT; 2x WD STUD WITH SAE TYPE X' GWB 4D INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S BRICK COURSING PULLED FORWARD 314" BRICK VENEER: ALPINE ABH: LAKEWOOD BRICK CO. — — E 26. -1b J IS 4 ROOF ASSEMBLY: ADHERED TPo RWFINI w VEST A]-5.3 OTECON ED (AT LCCATONS)OVER MBRANE OVER RICO INSUL (SLOPEDII w DRAINAGE) ON WE DECKING OVER WE F (SPACED PER STRUCT); LAY IN MINE R-25 N�'A1 M WHERE REO'D PER ENERGY MODEL; PRO' O m O LAYERS 518F TYPE GWB PER ASSEMBLE' POST TENSIONED CONCRETE FOUNDATIC STRUCTURAL 7 SIM A752 ' }< II ILII III I I I I II�IIII ._ _II IIIIIII I_IIII III II ILII III II ILII III II ILII III II ILII IIiI-1111 A6-1.1 K I ROOF PLATE: 144'-0 "" LEVEL 4: 133'-11-11"" — LEVEL 3:123'3W4" O n LEVEL 2PLATE: 121'9" 0 r� _ LEVEL 2: 112'.77/8" m V q LEVEL 1 PLATE: 111'1'-11/8" LEVEL 1: 100'0" KEYNOTES N0. NOTE 4.1 BRICK VENEER -MCOUWi SIM, RUNNING BOND, ALPINE ASH, SUMMIT BRICK CO. S UNIT Al 44 o L] BRICK VENEER -MODULAR SIZE, STANDARD ACCENT, ONYX SMOOTI, SUMMIT MACK CO. G MASONRY SHELF ANGLE CONT WHERE BRICK VENEER EXCEEDS 39 ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLUOR PROVE 30' 76 A51.1 7.15 CEMENITHOUS LIP SIDING. W EXPOSURE 3 TYPE'B' A CEMENTLUOUS FASCIA 1X10: SW M14 ELDER WHITE 723 CEMENTITIOUS FRIEZE BOARD IM 725 ASPHALT SHINGLES, MFR: CHARCOAL 72] CEMENTITIOUS FRIEZE BOARD IX4 83 JALUM -FRAMED ENTRANCE I STOREFRONT: BRONZE BA VINYL WINDOW W/ LOW E GIU!ING; BRCNZE 238 IWALLVENTTERMINXTION 239 CONCENTRIC VEM O FIRE RATING Description FC -1 1 -HR UNIT,18' TRUSS WI SHTH AND GYPCRETE TOPPING 5 ROOF ASSEMBLY. COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24' MIN FROM EXT WALL AND SAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD TRUSSES PER STRUCT: LAY IN MIN. R30 BATT PER ENERGY RED'S; PROVIDE 518" TYPE 'C GYP BD OVER SIM RC DELUXE SPACED PER ASSEMBLY. A]-3.2 EM; 2x W D SND W ITR 518' TYPE'X' GWB ®INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT L- 2 $IM INSUL PER ENERGY PECS A7-5.1 VINYL WINDOW W/LOW-E GLNJNG BRONZE 5 SIM 575.0 BRICK VENEER: ALPINE ASH: IAKEWOOD BRICK CO. FLOOR ASSEMBLY: 1114' GYPCRETE TOPPING OVER 114' SOUND MAT AT HARD SURFACES (11/2' r GYPCRETE ELSEWHERE) ON W4' SUBFLOOR OVER 1 IF TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL J PER ASSEMBLY: PROVIDE (1) LAYER OF SB' TYPE -C GYP BD ON RC DELUXE SPACED PER ASSEMBLY J 238 — — — — — BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. L PROVIDE MASONRY SHELF ANGLE CONT. MOVE 8 SIM WINDOW HEAD A7 -SO �VINYLWINDOWW/LOW-EGLALNG;BRONZE / 11 SIM FLOORASSEMHLY:1114-GYPCRETE TOPPING OVER AMC 114' SOUND MATAT HARD SURFACES (1 112' GYPCRETE ELSEWHERE) ON 3/4' SUBROOR OVER TRUSSES STRUCTR OFF BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF SB' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY — — — — — — — SIM A]5.0 VINYL WINDOW W/ LOW -E GLAZING BRONZE EXT; 2x WD STUD WITH SAE TYPE X' GWB 4D INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S BRICK COURSING PULLED FORWARD 314" BRICK VENEER: ALPINE ABH: LAKEWOOD BRICK CO. — — E 26. -1b J IS 4 ROOF ASSEMBLY: ADHERED TPo RWFINI w VEST A]-5.3 OTECON ED (AT LCCATONS)OVER MBRANE OVER RICO INSUL (SLOPEDII w DRAINAGE) ON WE DECKING OVER WE F (SPACED PER STRUCT); LAY IN MINE R-25 N�'A1 M WHERE REO'D PER ENERGY MODEL; PRO' O m O LAYERS 518F TYPE GWB PER ASSEMBLE' POST TENSIONED CONCRETE FOUNDATIC STRUCTURAL 7 SIM A752 ' }< II ILII III I I I I II�IIII ._ _II IIIIIII I_IIII III II ILII III II ILII III II ILII III II ILII IIiI-1111 A6-1.1 K I ROOF PLATE: 144'-0 "" LEVEL 4: 133'-11-11"" — LEVEL 3:123'3W4" O n LEVEL 2PLATE: 121'9" 0 r� _ LEVEL 2: 112'.77/8" m V q LEVEL 1 PLATE: 111'1'-11/8" LEVEL 1: 100'0" MATERIAL LEGEND KEYNOTES N0. NOTE 4.1 BRICK VENEER -MCOUWi SIM, RUNNING BOND, ALPINE ASH, SUMMIT BRICK CO. 4.3 BRICK VENEER -MODULAR SIM, ROWLOCK ONYX SMOOTH, SUMMIT BRICK CO. 44 BRICK VENEER SOLDIER COURSE- MODULAR 512E ONYX SMOOTH, SUMMIT BRICK CO. RE: 5/A]-0.0 FOR CORDELL L] BRICK VENEER -MODULAR SIZE, STANDARD ACCENT, ONYX SMOOTI, SUMMIT MACK CO. 611 MASONRY SHELF ANGLE CONT WHERE BRICK VENEER EXCEEDS 39 ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLUOR PROVE 30' 76 TPO ROOFING MEMBRANE OVER ROOF SHEATHING. PROVIDE CRICKETS AS NECESSARY. 10 PROTECTIgJ BOARD TO BE USED OVER RIGID INSULATION 7.15 CEMENITHOUS LIP SIDING. W EXPOSURE )20 PRE -FINISHED METAL GUTTER: SW 7048 URUNNE BRONZE )22 CEMENTLUOUS FASCIA 1X10: SW M14 ELDER WHITE 723 CEMENTITIOUS FRIEZE BOARD IM 725 ASPHALT SHINGLES, MFR: CHARCOAL 72] CEMENTITIOUS FRIEZE BOARD IX4 83 JALUM -FRAMED ENTRANCE I STOREFRONT: BRONZE BA VINYL WINDOW W/ LOW E GIU!ING; BRCNZE 238 IWALLVENTTERMINXTION 239 CONCENTRIC VEM MATERIAL LEGEND ® 4" CEMENTITIOUG SIDING -SW]MB ANONYMOUS MARK SIDING - SW W17 POPULAR GRAY DESCRIPTION US TRIM- SW]048 URBANE BRONZE 1 -HR ER - ALPINE ASH RC -2 rIOUS ER B STANDARD ACCENT -ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE OHAYERS GWB BASPLITE.SRITFACE. GRAPHITE 2 -HR OF SHINGLES -CHARCOAL N KEY PLAN (t A+ PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RICA 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE OHAYERS GWB RC3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LAYER GWB RC4 1-11I SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER GWB RC5 1 -HR ROOF DECK, CONN. PAVERS ON PEDESTAL SYSTEM OVER SLOPED RODE TRUSSES RC8 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -7 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB RCd 1 -HR METALFRAMING, PROVIDE 2 LAYERSGWB WE -ib 1 -HR EXTERICRWAL x8 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Description FC -1 1 -HR UNIT,18' TRUSS WI SHTH AND GYPCRETE TOPPING FC -2 1 -HR CORRIDOR, 2x JOIST WI SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST WI COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FC5 1 -HR UNIT 11E MOSSES W/ SHTH AND GYPCRETE TOPPING FCB NR STAIR LANDING, 2x JOIST W/ SPITH(LEAR OVER ADJACENT SHTH) AND 314E GYPCRETE TOPPING FC -7 1 -HR GARAGE, DOUBLE TEE WI CONCRETE TOPPING FC8 2 -HR TRASH, 10' MUSS WI SHTH AND GYPCRETE TOPPING FC9 1 -HR UNIT 11EMUSS WI GHTI AND GYPCRETE TOPPING AND MIN R-251NSUL. N KEY PLAN (t A+ PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT W -011b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT WO3a NR 0"CONCRETE WALL, RE'. STRUCT WAT NR 12' CONCRETE WAIL, RE: STRUCT WD4 NR TCMU WALL W 05 2 -HR FIRE BARRIER by CMU WALL WE -1a 1 -HR EXTERICRWALl WE -ib 1 -HR EXTERICRWAL x8 WE -1c 1 -HR EXTERICRWALl WE2 1 -HR EXTERIOR WALL -MW/ GWB ON BOTH SIDES WE3a1 H EXTERIORWALL-(2)2x4 WE3b1 H EX1FERIORWALLOEMISING-O)'A5 WE -3c 1 H EXFERIORWALLOEMISING -(2)2x8 WE4 NR PARAPETW6 WE-5 FIER EXTERIOR A SMI BARRIER -24 WES FIAR GENERIC WALL MAR 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x0 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-21K 112 -HR CORRIDOR, FIRE PARTITION-2AWITHRC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAF7UNERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAF7UNERSWDFRAMING Wl-0 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI -0b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER S WD FRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFT-INERW 2x WD FRAMING ON CNE SIDE WISb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFT-INERW 2e _WD FRAMING ON ONE SIDE WI -5c 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERS WD FRAMING ON EACH SIDE W16 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD A GWB ON EACH SIDE WIA 2 -HR FIREWALL-8EPRELASTCONCRETE W18a 1 -HR EXTERIORWALL-28 W18 2 -HR FIREWALL - SHAFTLINERONL WIRa 2 -HR FIREWALL -22x WDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 I NR IFFRECMT WI -Ila 1 -HR UOCUPANCYSEPARATON,RREBARRIER-2W WN,b 1 -HR UOCUPANCYSEPARATON,RREBARRIER-28 WI -110 1 -HR OCCUPANCYSEPARATOKHREBIPMER-243 WI -12a 1 -HR OCCUPANCYSEPARATON. FIRE BARRIER -(2)29 WALLS WI GWB WI -12t, 1 -HR OCCUPANCYSEPARATION, FIRE BARRIER -(2)38 WALLSWI GWB WI -13a 1 -HR INT.BEARINGWAU.-29 WF13b 1 -HR INT.BEARINGWAIL-29 WE14a NR INTERIORWALL-2X4 WE10 NR INTERIORWALL-38 WI -140 NR INTERIORWALL-29 WI1% 11Y6HR FIREBARWER-34 WF15b 11Y6HR FIREBARWER-36 WF,Ba1-H R I I4EIR RBEARINGWALL-2)2x4 WF,Bb 1 -HR NTERIOR BEARING WALL- 2)29 WI -,6c I 1 -HR INTERIOR BEARING WALL -(2)29 WI -17 1 1-1111 ISMOKERAIRRII N KEY PLAN (t A+ PROJECT 111 ,, ■ PBH Anning community a rRTre 25M WALNUT STREET DENVER, COLORADO &I xxw.bpM1enmm U) FEMMZ W M 5M/� LL O 00 P IO1 W w �C/ LL Q W Q= U w � C0 D l� O V/ Ow =U _ w 0 > W �M� V SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Data Issue 1016.19 10Q%CO NAM RRM UBMIRK Y r a, D mre r DJV Pmgd Designer DMB eeeeeeDate 08.28.2020 Number 218094 Gram By RS JT CT Crucial By eeeeee DMB Me eeeeee WALL SECTIONS Sneer NemSer A6=1 R 1 UNIT Bae AS 2S TYPEB UNIT Bae 'I I r L UNIT Bae A5 26 TYPE 'B' � O m 0 0 11 L UNIT 1330 AS 26 ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 2A" MIN FROM EXT WALL AND SAVE AND 6'4" ZB" EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD TRUSSES PER STRUCT; LAY IN MIN. R-30 BATT PER ENERGY MOB; PROVIDE WE TYPE C GYP BE OVER RC DELUXE SPACED PER ASSEMBLY. r � 2 FIBER CEMENT LAP SIDING: EXPOSURE 31 PER ELEVATIONS. 8 EXT, 2x WD STUD WITH 5R" TYPE'X' A750 GAS @INT.;EXT SHTH PER STRUCT. 133 BALC - D FILL CAVITY WITH R-21 BATT INSUL PER ENERGYREO'S 7 FLOOR ASSEMBLY: I IW GYPCRETE A7d0 TOPPING OVER 114' SOUND MAT AT HARD SURFACES la' GYPCRETE ELSEWHERE) ON S/4" SUBFLOOR OVER 10" TRUSSES (SPACE PER STRUCT);3 • 12" BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF SIB" TYPE' C' GYP SO ON RC DELUXE SPACED PER i ASSEMBLY FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. FC -3 Erb FLOOR ASSEMBLY: COMPOSITE DECKING OVER 2a FRAMING PER STRUCTURAL— — BRICK VENEER: ALPINE ASH; — LAKEWOOD BRICK CO. — i —SIM FIBER CEMENT LAP SIDING: EXPOSURE PER ELEVATIONS. EXT, 2x WD STUD WITH 5R" TYPE'X' GWB @ IW:EXT SHTH PER STRUCT. SIMILL CAVITY WITH R-21 BATT INSUL PER 8 ENERGYREO'S B3 BALC - F I I A75.0 SI LOORASGEMBLY: 1114'GYPCRETE ] OFFING OVER I ME SWND MAT AT F_ 7- HARD SURFACES N 112- GYPCRETE 0 ELSEWHERE) ON 314" SUBFLOOR OVER 18" TRUSSES (SPACE PER STRUCT); 3 112" BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 59" TYPE C' GYP BD W RC DELUXE SPACED PER ASSEMBLY FG3 SIM FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. EXT:2x WD STUD WITH 518"TYPE 'X' _ GWB @ INT.;EXT SHTH PER STRUCT. - Sfl CAVITY WITH R-21 BATT INSUL PER 8 ENERGYREO'S A]8.0 B3 BALC - E OR ASSEMBLY :1 1)4' GYPCRETE 7 *PING OVER I/4' SWND MAT AT A]60 HARD SURFACES (11/2' GYPCRETE D ELSEWHERE)ON W4" SUBFLOOR OVER F" UP TRUSSES (SPACE PER STRUCT); 3 I GYP BATT INSUL DELUXE ESEMBLY; PROVIDE (1) LAYER OF 5/8" TYPE'C' GYP M W RC DELUXE SPACED PER ASSEMBLY 2 SIM -TA FG3 E-1 I FIBER CEMENT LAP SIDING: EXPOSURE PER ELEVATIONS. FLOOR ASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER STRUCTURAL — BRICK VENEER: WBCK CO. ASH: BRICK BRICK CO. —CEILING: 5A7TYPE'C GYP. BD.ON RC DELUXE CHANNEL EXT:2x WD STUD WITH 518" TYPE'X' GWB @ INT.;EXT SHIN PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGYREO'S FIBER CEMENT LAP SIDING: EXPOSURE PER ELEVATIONS. ROOF PLATE: 144'-0 3/4" LEVEL 4:133'-11 5/8" LEVEL 3 PLATE: 137-4 7� LEVEL 3:12T-3 3144" LEVEL 2 PLATE 121'.9- LEVEL 2: 117-] ]8 LEVEL 1 PLATE: 111'-1'-1 1/8 LEVEL 1:100'100'8 KEYNOTES TYPE'S' B3 BALC - A a SIM 4.1 BRICK VENEER -MODULAR SIZE RUNNING BMD, ALPINE ASH, SUMMIT BRICK CO. 44 A75.0 46 4%8X16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 4.7 BRICK SENSES -MCOULAR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMIT BRICK CO. e t 5.10 a SIM 5.18 tt 715 A7-7.3 m o 723 A75.0 �- 725 ASPHALT SHINGLES, MFR; CHARCOAL ] 2] POSTTENSIONEDCONCRETE BA POST TENSIONED SLAB PER WE -ib RE'. STRUCTURAL EXTERICRWALL-2x8 WE -1c 1 -HR 1FSMNDATION: ROOF PLATE: 144'-0 3/4" LEVEL 4:133'-11 5/8" LEVEL 3 PLATE: 137-4 7� LEVEL 3:12T-3 3144" LEVEL 2 PLATE 121'.9- LEVEL 2: 117-] ]8 LEVEL 1 PLATE: 111'-1'-1 1/8 LEVEL 1:100'100'8 KEYNOTES NO. NOTE 4.1 BRICK VENEER -MODULAR SIZE RUNNING BMD, ALPINE ASH, SUMMIT BRICK CO. 44 BRICK VENEER SOLDIER COURSE- MODULAR 812E ONYX SMOOTH, SUMMIT BRICK CO. RE 5IA7-0 0 FOR CCRBELL 46 4%8X16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 4.7 BRICK SENSES -MCOULAR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMIT BRICK CO. 56 METAL RAUNGPOWDER COATED 5.10 PARTIAL HEIGHT METAL RAILING -POWDER COATED 5.18 UNI -DIRECTIONAL GATE AT METAL RAILING, SWING OUT FROM PATIO, POWDER COATED 715 A7-7.3 721 PRE -FINISHED METAL DOWNSPOUT, SW 7040 URBANE BRONZE 723 LEMENTITIOUS FRIEZE BOARD I X8 725 ASPHALT SHINGLES, MFR; CHARCOAL ] 2] LEMENTTIOUS FRIEZE BOARD 1X4 BA POST TENSIONED SLAB PER WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Oescriotlon STRUCTURAL 1 -HR UNIT, TIE TRUSS WI SHTH AND GYPCRETE TOPPING FL -2 1 -HR CORRIDOR, 2x JOIST W1 MEN AND GYPCRETE TOPPING 2' RIGID INSULATION BELOW NR BALCONY, 2x JOIST W/ COMPOSITE DECKING 114'li'-0" 1 -HR , UNHEATED SLABS PER sTRL FC5 1 -HR UNR,18'TRUSSESW/SHTHANDGYPCRETETOPPING I_I II IIF=III III III–II. II II II. II. L-111_111_1 I_I LE31I_I Ld LIII L -1I -�- -J -_ - I -III LIII LIII L11—BI11111111=1111- - - - IIIJI L= -III -III -III -III= – ll1'1)-'II=IIHIHIHIHIHIHIE ... - HIL–HIL–HIL=–III �.- IIS III=III=III=III=III=III=III=III=III=III=III=II= Ld Ld '=HIL=HIL=HIL=HIL=HIL=HIL=HIL=HIL=HIL=HIL=HIL=HILI II-HIL=HIL=HIL=HIL=HILIIHIL=HIL11HIL=HIL=HIL=HIL=II =III-HIL=HIL=HIL=HIL=HIL=HIL=HIL=HIL=HIL=HIL=HIL= 1=111=111 I=111=111=111=111=111=11=11 F L–I L-11 L-11 L-11 L-11 L-11 L-11 1-111-111-11 L-1 L=–III L=–III L=–III III -1I_11 L -111L -111L -111L -111L -111L -111L --I I I–I I I -I 11 `TlnKl 9. CgOl ITI-I 1 -HR ROOF PLATE: 144'-0 3/4" LEVEL 4:133'-11 5/8" LEVEL 3 PLATE: 137-4 7� LEVEL 3:12T-3 3144" LEVEL 2 PLATE 121'.9- LEVEL 2: 117-] ]8 LEVEL 1 PLATE: 111'-1'-1 1/8 LEVEL 1:100'100'8 MATERIAL LEGEND KEYNOTES NO. NOTE 4.1 BRICK VENEER -MODULAR SIZE RUNNING BMD, ALPINE ASH, SUMMIT BRICK CO. 44 BRICK VENEER SOLDIER COURSE- MODULAR 812E ONYX SMOOTH, SUMMIT BRICK CO. RE 5IA7-0 0 FOR CCRBELL 46 4%8X16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 4.7 BRICK SENSES -MCOULAR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMIT BRICK CO. 56 METAL RAUNGPOWDER COATED 5.10 PARTIAL HEIGHT METAL RAILING -POWDER COATED 5.18 UNI -DIRECTIONAL GATE AT METAL RAILING, SWING OUT FROM PATIO, POWDER COATED 715 CEMENTTIOUS LAP SIDING, 8' EXPOSURE 721 PRE -FINISHED METAL DOWNSPOUT, SW 7040 URBANE BRONZE 723 LEMENTITIOUS FRIEZE BOARD I X8 725 ASPHALT SHINGLES, MFR; CHARCOAL ] 2] LEMENTTIOUS FRIEZE BOARD 1X4 BA VINYLWINWWWI LOW E GL121NG; BRONZE MATERIAL LEGEND ® 4" LEMENTITIOUG SIDING -SW]M6 ANONYMOUS ® B" LEMENTITIWS SIDING - SW W17PoPULAR GRAY _ CEMENTITIOUS TRIM- SW 7048 URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER 8 STANDARD ACCENT -ONYX SMOOTH COR, ROOF TRUSS ERSGWB PROVIPROVDE(1) CMU BASE- BASALITE. SPLITFACE. GRAPHITE 2 -HR ASPHALTROOFSHINGLES-CHARCOAL N KEY PLAN ® w®z PROJECT ROONCEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 REA 1 -HR ROOF E(1) AY ELU%E PROVIDE OEOVIDE ERGWB RC -2 1 -HR COR, ROOF TRUSS ERSGWB PROVIPROVDE(1) RL3 2 -HR EXIT ENCLOSURE TR ES LAYER LATER GWB RL4 1 -1 HFM PROVIDE(1)LOW SHA TENCL SURE. WFJOIST PROVIDE LAYEROWE TENCLOSUIC RL5 -HR 1 -HR ROOFPAVERS L OV SLOPED ROOT TRU PAVERS ON PEDESTAL SYSTEM OVER SNIT, OOF RL8 1 -HR UNITRCOFTRUS3EOVIDE OE (1)LAVER GWB ON RC DELUXE TRUSSES, PROVIDE RC -7 1 -HR METALFRNMING, PROVIDE(2)LAYERSGWB RLd 1 -HR METALFRAMING PROVIDE 2 LAYERS GWB WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Oescriotlon FICA 1 -HR UNIT, TIE TRUSS WI SHTH AND GYPCRETE TOPPING FL -2 1 -HR CORRIDOR, 2x JOIST W1 MEN AND GYPCRETE TOPPING FC -3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MM MUSS W/ CONCRETE TOPPING FC5 1 -HR UNR,18'TRUSSESW/SHTHANDGYPCRETETOPPING FCB NR STAIR LANDING, 2a JOIST W/ SHIN(LAP OVER ADJACENT SHTH) AND SN" GYPCRETE TOPPING FELT 1 -HR GARAC£, DOUBLE TEE W/ CONCRETE TOPPING FC8 2 -HR TRASH, 18' MUSS W/ SHIN AND GYPCRETE TOPPING FC9 1 -HR UNIT, UEMUSS W/ SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. N KEY PLAN ® w®z PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT W -011b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT WO3a NR B"CONCRETE WALL, RE'. STRUCT WAT NR 12' CONCRETE WALL, RE: STRUCT WD4 NR TCMU WALL W05 2 -HR FIRE BARRIER V CMU WALL WE -1a 1 -HR EXTERICRINNI WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR EXTERICRWALL-2Xtl WE2 1 -HR EXTERIOR WALL- M AS DWS ON BOTH SIDES WE3a1 H EXTERIORWALL-(2)2vt WE3b1 H EXTERIGRWALLDEMISING-(2)'2x5 WE -M 1 H EXTERIORWALLDEMISING -(2)2x8 WE4 NR PARAPET2x6 WES 1 -HR EXTERIOR 6 SMO(E BARRIER -2:R WES 1 -HR GENERIC WAIL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x0 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-21K 1/2 -HR CORRIDOR, FIRE PARTITION-2AWITHRC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WlY 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WILIa 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERS WD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTLINER W 2x WD FRAMING ON ME SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTUNER W 2e WD FRAMING ON ONE SIDE WI -5c; 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - sHAFTLINERS WD FRAMING ON EACH SIDE W16 AHR SHAFT ENCLOSURE, 8' PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD B GWB ON EACH SIDE WIA I 2 -HR FIREWALL-B-PRELCASTCONCRETE WIaa 1 -HR EXTERIORWALL-28 WI8 2 -HR FIREWALL - SHAFILINERONL WIRa 2 -HR FIREWALL -22x WIDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR BE PRECAST WI -Ila 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2W WL11b 1 -HR OCCUPANCYSEPARATON,RREBARRIER-28 WI -110 1 -HR OCCUPANCYSEPARATONHREBARRIER-243 WI -12a 1 -HR OCCUPANCYSEPARATION. FIRE BARRIER -(2)29 WALLSW/ GWB WI -12t, 1 -HR OCCUPANCYSEPARATION, FIRE BARRIER -(2)M WALLSW/ GWB WI -13a 1 -HR INT.BEARINGWAIL-29 WF13b 1 -HR INT.BEARINGWAI1--29 WF14a NR INTERIORWALL-2X4 WF10 NR INTERIORWALL-29 WI -14C NR INTERIORWALL-29 WF15a 11Y6HR FIREBARRIER-2W WFiW 11Y6HR FIREBARRIER-29 WF16a 1 -HR INTERIORBEARINGWALL-2)2x4 WF16b 1 -HR INTERIOR BEARING WALL- 2)29 WI -16c 1 -HR INTERIOR BEARING WALL -(2)29 WI -17 1 -HR SMCKEBARRIER-2X4 N KEY PLAN ® w®z PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO M205 xxw.bpM1enmm U) FEMM Z W M d O G J CO I— IO1 W w ) LL Q W Q= U w � CO D l�^ Ow V! O = U _ w 0 > W �M� V SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 Isom O NAM UBMU7& AW 7 DDJV FDaW DMB 08.28.2020 Job 218094 Drawn By RS JT CT DMB eeeeee WALL SECTIONS Sbeel NJmier A6=1 I ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24' MIN FROM EXT WALL AND EAVE AND EITHER SIDE OF RIDGES AND -VALLEYS) OVER ROOF SHTH OVER PITCHED WO TRUSSES PER STRUCT: LAY IN MIN. R 30 BATT PER ENERGY REO'S: PROVIDE 5/8" TYPE CI GYP BD OVER RC DELUXE SPACED PER ASSEMBLY. SIM n B SIM A]-5.0 L- 9 SIM FIBER CEMENT IAP SIDING: EXPOSURE PER ELEVATIONS. 976.0 EXT; 2x WD SND WITH 5AS TYPE 'X' GWB @ Ill SHTH PER STRUCT. FILL CAVITY WITH R 21 BATT p UNIT A2 A2I-D INSUL PER ENERGY REGIS In Z A5 2 3 TYPE'B' FLOOR ASSEMBLY:1 1/4• GYPCRETE TOPPING OVER 114" SOUND MAT AT HARD SURFACES (1112• GYPCRETE ELSEWHERE) ON &I SUBFLDOR OVER r-� 18"TRUSSES(SPACE PER STRUCT); 3110 BATT INSUL I PER ASSEMBLY; PROVIDE (1) LAYER OF 518' TYPE RT GYP BD ON RC DELUXE SPACED PER ASSEMBLY SIM I SIM m A] -Z4 R) p A76.0 FLOORASSEMBLY: COMPOSITE DECKING OVER 2x FL -1 E -ib FC -3 I I FRAMING PER STRUCTURAL VINYL WINDOW W/ LOMAE GLAZING: BRONZE Lr9 SIM 8 SIM A]-50 A]-5.0 FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. 4 o tUNV�A�2a EXT;'L WD SND WITH WTYPE' X' GWB Q INT E%T- A2 BALC - D INSUL PER ENERGY FIESHTH PER STRUCT ILL CAVITY WITH R-21 BATT N TYPE'A' FLOOR ASSEMBLY. 11/4' GYPCRETE TOPPING OVER 14' SOUND MATAT HARD SURFACES (11/2' GYPCRETE ELSEWHERE) ON 34' SUBROOR OVER r 18" TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL I PER ASSEMBLY: PROVIDE (1) LAYER OF 518' TYPED' iGYP BD ON RC DELUXE SPACED PER ASSEMBLY J BIM m FC -1 E-1 I I FLASSEMBLY. C TE DECKING OVER 2 FNMINGPERSTRUCTURAd. FG3 nJSIM N ELEVATION 3 L METAL RAILINGPOWDER COATED § CEMENTTIOUS LIP SIDING, 8 -EXPOSURE 7.16 CEMENTTIOUS BOARD; SMOOTH 720 o UNIT A2a CEMENNTOUS FASCIA 1X10: SW 7014 ELDER WHITE Nz 3 A5-13 CEMENTTIOUS FRIEZE BOARD 1X4 729 3 TYPE'A' VINYL WINDOW W/ LOW E GLAZING: BRONZE lNl 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAVER GWB ON RC DELUXE m 1 -HR METALFRAMING, PROVIDE(2)LAYERSGWB II o METALFRAMING, PROVIDE 2 LAYERSGWB WE -ib r EXTERICRWALL-2x0 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE Mil FIRE RATNG Uescriolon FL -1 m UNIT, UP TRUSS WI SHTH AND GYPCRETE TOPPING FL -2 1 -HR O FIC -3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING PCI 1 -HR FC4 E4b FGB NR GTAIRIPGARC ,2x JOIGT W/SHTH (LAP OVER PDJACENT GHTH) AND M4" G TOPPING FIC -7 1 -HR ,E PCI 2 -HR TRAAC£, - MUSS SIATH ANDGTFCRETT TOPPING GY FG9 1 -HR N ELEVATION 3 UNIT AI METAL RAILINGPOWDER COATED § CEMENTTIOUS LIP SIDING, 8 -EXPOSURE 7.16 CEMENTTIOUS BOARD; SMOOTH 720 PREFINISHED METAL GUTIER: SW 7040 UROlWE BRONZE 51.2 CEMENNTOUS FASCIA 1X10: SW 7014 ELDER WHITE 725 3 TYPE'B' CEMENTTIOUS FRIEZE BOARD 1X4 729 CEMENTTIOUS FRIEZE BOARD 1X12 8.4 VINYL WINDOW W/ LOW E GLAZING: BRONZE lNl 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAVER GWB ON RC DELUXE — 1 -HR METALFRAMING, PROVIDE(2)LAYERSGWB II o METALFRAMING, PROVIDE 2 LAYERSGWB WE -ib 1 -HR EXTERICRWALL-2x0 WE -1c A]6.0 ANY. WINDOW W)LOW-E GUSING; BRONZE �$IM FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. A2 B&C • D EXT; L WO SND WITH SW TYPE W GWB ® INT.;EXT SHTH PER STRUCT, FILL CAVITY WITH R-21 BATT SIM INSUL PER ENERGY RED'S AZ50 FLOOR UNDM LC HAA GYPCRETETOPPING OVER il4" SOUND MATAT HARD SURFACES (11/2' '� GYPCIR1WMO TES(SPACERE) ON3/4'SUBFLO BTT ER IN 18" ASSEMBLY; PER STRUCT); R OF SI BATT INSUL PER ASSEMBLY;PROVIDE A LAYER ASE BLY GYP BD ON RC DELUXE SPACED PER ASSEMBLY FLOOR ASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER STRUCTURAL FG3 51M — — — M INI A76.0 —EH9 SIM A]-5.0 VINYL WINDOW W/LOW -E GLAZING; BRONZE 12 SIM A7-50 VINYL WINDOW W/LOW-E GLAZING; BRONZE 8 SIM INIA7-5.D A2 B&C - B FIBER CEMENT LAP BIDING; EXPOSURE PER ELEVATIONS. EXT; 2x WD SND WITH 5B"TYPE W GWB ® INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R 21 BATT -�-� INSUL PER ENERGY RED'S POSTTENSIONEDCONCRETE FOUNDATION; RE: STRUCTURAL iPOST TENSIONED SLAB PER STRUCTURAL BIM 2" RIGID INSULATION, BELOW UNHEATED SLABS PER STRUCT. _ 1-111-111-111-11J'lMl l7 IIIIIIIIIIII I d IL -II I -III -II I -III -III -III -III -I I- - - - - -HIL-HIL-HIL-HIL-IILIILIILIILIII - - II III III -III -III III IIIIII- - -_ - -III III_IIL--HIL-IILIILIILIILIII IBIII II IIII II IIIISII LII II IIIIII III_IIIdIL-III III_IIL-IIL- --IL-HIL-HIL-HIL-IILIILIILIILIII . x m IIIIII —...— 3 4" AlrY LEVEL 4: 133'_11 5/8" LEVEL 3 PLATE:132'-4 ]IB LEVEL 3:123'-3 WI L LEVEL 2 PLATE: 121'1 t LEVEL 2: 112'-]]8�EL 1 PLATE: 111'-11/8 WALL 1 3/8" = 11-0" ELEVATION 3 - SOUTH METAL RAILINGPOWDER COATED 7.15 CEMENTTIOUS LIP SIDING, 8 -EXPOSURE LEVEL 1: 100LI'-0" KEYNOTES NO. NOTE 5.8 METAL RAILINGPOWDER COATED 7.15 CEMENTTIOUS LIP SIDING, 8 -EXPOSURE 7.16 CEMENTTIOUS BOARD; SMOOTH 720 PREFINISHED METAL GUTIER: SW 7040 UROlWE BRONZE 722 CEMENNTOUS FASCIA 1X10: SW 7014 ELDER WHITE 725 ASPHALT SHINGLES. MFA: CHARCOAL 727 CEMENTTIOUS FRIEZE BOARD 1X4 729 CEMENTTIOUS FRIEZE BOARD 1X12 8.4 VINYL WINDOW W/ LOW E GLAZING: BRONZE MATERIAL LEGEND ® 4" GEMENTITIOUS SIDING -SW]MB ANONYMOUS ® B" GEMENTITIWS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 7M URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER 0 STANDARD ACCENT -ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE(2)LAVERS GWB CMU BASE-BASAUTE. SPLITFACE. GRAPHITE 2 -HR ASPHALTROOFSHINGLES-CHARCOAL N KEY PLAN ® 4 PROJECT ROOF/CEILING TYPE SCHEDULE 1I FIRE RA LNG DESCRIPTION RC -1 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWR ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE(2)LAVERS GWB II 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LATER GWB II 1-11I SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER GWB RL5 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED RI TRUSSES II 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAVER GWB ON RC DELUXE RL-] 1 -HR METALFRAMING, PROVIDE(2)LAYERSGWB II 1 -HR METALFRAMING, PROVIDE 2 LAYERSGWB WE -ib 1 -HR EXTERICRWALL-2x0 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE Mil FIRE RATNG Uescriolon FL -1 1 -HR UNIT, UP TRUSS WI SHTH AND GYPCRETE TOPPING FL -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FIC -3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING PCI 1 -HR UNIT, UP MOSSES W/ SHTH AND GYPCRETE TOPPING FGB NR GTAIRIPGARC ,2x JOIGT W/SHTH (LAP OVER PDJACENT GHTH) AND M4" G TOPPING FIC -7 1 -HR DOUBLE TEEW/LOND TOPPING PCI 2 -HR TRAAC£, - MUSS SIATH ANDGTFCRETT TOPPING GY FG9 1 -HR UNR,10'TRUGG W/GHTI AND GYPCRETE TOPPING AND MIN UNIT, U1 MUSS SHINA1 R-251NSUL. N KEY PLAN ® 4 PROJECT WALL TYPE SCHEDULE MARK FIRE RIMING DESCRIPTION WK1a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT WK11b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WI NR FCONCRETE WALL, RE'. STRUCT WI NR 12" CONCRETE WALL, RE: STRUCT WDA NR TDeal WALL W05 2 -HR FIRE BARRIER F CMU WALL WE -1a 1 -HR EXTERICRWALL-2W WE -ib 1 -HR EXTERICRWALL-2x0 WE -1c 1 -HR EXTERICRWALL-243 WE2 1 -HR EXTERIOR WALL- 29 AS GWS ON BOTH SIDES WE3a1 11 EXTERIORWALL-CAx4 WE3b1 H EXFERIGRWALLDEMISING -(2)'95 WE -3c 1 H EX1FERIORWALLDEMISING-(2)2x8 WE4 NR PARAPET -2x5 WE -5 1 -HR EXTERIOR 6 SMI BARRIER -2x6 WES 1 -HR GENERIC WALL AMR 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WIAX 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x6 III 12 -HR CORRIDOR, FIRE PARTITION2x4 PI 1/2 -HR CORRIDOR, FIRE PARTITION-2AWITHRC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING PI 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING PI 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING PI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WI -0b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING III 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTLINER W 2x WD FRAMING ON ONE SIDE III 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFILINER W hWD FRAMING ON ONE SIDE Wlbc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH SIDE W16 2 -HR SHAFT ENCLOSURE, 8- PRE -CAST WI -0 2 -HR ON EACH SIDE WA 2 -HR FIREWALNLC-L0OSPURE-CASTWCDOSNTCURDE&TEGWB A6=1 e3 1 -HR EXTERIOR WA LL -28 WI8 SUN) 2 -HR FIREWALL - SHAFRINW 2 -HR OWALL ONLY) WALL I,)9III W124 2 -HR SHAFT ENCL0.5URE-0"CONCRETE, RE: STRUCT SHAFT ENCLOSURE WI -10 NR IFFIRECAST 1 -HR OCCUPANCYSEPARATON,RREBARRIER-2x4 IIIIII WI -110 1 -HR OCCUPANCYSEPARAMAKHREBARRIER-28 WI -110 1 -HR OCCUPANCYSEPARATON FIRE BARRIER -(2) V WF12e 1 -HR OCCUPPNCYSEPARATON. FIRE BARRIER -(2)2.x8 WPLLS W/ GWB WF126 1 -HR OCCUPPNCYSEPARATON, FIRE BARRIER -(2)2v8 WPLLS W/ GWB WN3e 1 -HR INT.BENRINGWAll-28 WN36 1 -HR INT1-2xB WNN NR ERIORNGWAl INTERIORWALL-2X4 WF146 NR INTERIORWALL-M WI -140 NR 2✓8 -HR AR EN- FIRE BARRIER -2W FINE BARREN 11142 VVI WFiW 1142 -HR FIRE BARREN -2a6 WFiOe 1 -HR INTERIORBEARINGWALL-2)2x9 WF106 1 -HR IN TERIOR BEPRING WALL -2)2x8 WI -1& 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -1] 1 -HR SMOKE BARRIER -2X4 N KEY PLAN ® 4 PROJECT 111 ,, ■ PeH Anning community a FRTre 25M WALNUT STREET DENVER, COLORADO Wmb xxw.bpM1enmm U) FEMM Z W M 5l/ / LL O 00 P IO1 W F� Q WLU Q= /w V! D 0 F_ C/) O =U O W _ W 0 > EDF C040 U N 037 4 �SFD ARC`F. 03.25.2021 No.:w" kSUBM�k mg r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 RB JT CT Cbxkee By DMB Tma WALL SECTIONS Seats Nmroa A6=1 e3 1'-0" 2 VALLEYS) OVER ROOFGHTH OVER PITCHED WD,V TRUSSES PER STRUCT; TAY IN MIN. R30 BATT PER ERGY RED' S; PROVIDE 510' TYPEC ' ' GYP BD OVER —. �SINIDELUXE SPACED PER ASSEMBLY. A]3.2 r' fl VINYL WINDOW W1LOW E GLAZING; BRONZE 0 SIM A7d.0 FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. EXT; 2x WD STUD WITH 518' TYPE 'X' GWB W INT:EXT SMITH PER STRUCT. FILL CAVITY WITH R 21 BATT INSUL PER ENERGY REDS FLOORA33EMBLY:1114-GYPCREM TOPPING OVER 114' BOUND MAT AT HARD SURFACES (1 112' GYPCRETE ELSEWHERE) ON 3/4' SUBROOR OVER ff PER ASSES SEMBLY: (SPACE PER STRUCT); R OF518'ATT INSUL PER ED ON DELUXADEE ACED ER ASSEMBLY GYP BO ON RC DELUXE SPACED PER ASSEMBLY i FLOORASSEMBLY: COMPOSITE DECKING OVER2x FC -3 FRAMING PER STRUCTURAL SIM A] -]A B SIM A]5.0 VINYL WINDOW W1LOWE GLAZING; BRONZE 0 SIM ATd.O FIBER CEMENT LAP SIDING: EXPOSURE PER ELEVATIONS. E%T; 2x WD STUD WITH 518' TYPE'X' GWB W INT.;E%T SMITH PER STRUCT. FILL CAVITY WITH R 21 BATT c INSUL PER ENERGY RE05 FLOOR ASSEMBLY: 1114' GYPCRETE TOPPING OVER 1)4' SOUND MAT AT HARD SURFACES N I/2' GYPCRETE ELSEWHERE) ON We' SUBFLOO2 OVER 18'TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY: PROVIDE (1) LAYER OF 518' TYPE'C' MR BD ON RC DELUXE SPACED PER ASSEMBLY 3 FC -3 FLOORASSEMBLY: COMPOSITE DECKING 01 FRAMING PER STRUCTURAL 3 SIM A]5.0 VINYL WINDOW W&OW E GLAZING; BRONZE e SIM FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. EXT, 2xER STUD WITH 5C CAVITY WI'GWBWINT.;E%T SHTH PER STRUCT. FILL CAVNY WITH R-21 BATT SIM INSUL PER ENERGY REO5 A7 FLGYPCRETE TOPPING OVER - -BOUND WTAT HARD SURFACES (11R4 GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER I IF TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 510' TYPE 'C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY M v 4.7 6• S NALL SECTION 4 - SOUTH III 2' RIGID INSULATION. BELOW UNHEATED SLABS PER STRUCT. — — — L AB -,A (11s) Y T ROOF PLATE: 144'-0 3/F LEVEL 4: 133'-11 5/8" LEVEL 3 PLATE: 132'-4 7/8" — LEVEL3: 123'-3314'' LEVEL 2 PLATE: 121'9' LEVEL 2:112'7718" w LEVEL 1 PLATE: 111'-11/8' LEVEL 1: 100'0" KEYNOTES N0. 0 L—• SIM 0 ° z UNIT We 2 UNIT B2e N 3 )21 AY5.1 � CEMENIMOUS FASCIA 1X10: SW 7014 ELDER WHITE S UNIT 82e — ASPHALT SHINGLES, MFR: CHARCOAL a TYPE -V 04 B2B 1 -HR METALFRAMING, PROVIDE D)LAYERBGWB z ASZ4 METALFRAMING, PROVIDE 2 LAYERBGWB WE -ib 1 -HR 3 TYPE'B' 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK O Description FC -1 1 -HR UNIT,10' TRUSS WI SHTH AND GYPCRETE TOPPING G9 E1 m G FC3 NR BALCONY, 2x JOIST WI COMPOSITE DECKING F" 1 -HR Gt E-1 w e UNIT, TOP TRUSSES W/ SHTH AND GYPCRETE TOPPING IS NR STAIR LANDING, 2x JOIST W/ SHTH(LEAR OVER ADJACENT SHTH) AND 314' GYPCRETE TOPPING FC -7 m p FG8 2 -HR TRASH, 18' MUSS W/ SHTH AND GYPCRETE TOPPING FG9 _ UNIT, TOP MUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. WI-21K 1/2 -HR am WI3 FGi E-1 EXIT ENCLOSURE, FIRE BARRIER- SHAFRINERSWDFRAMING WLY 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI41to 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAF`PUNERSWD FRAMING 1'-0" 2 VALLEYS) OVER ROOFGHTH OVER PITCHED WD,V TRUSSES PER STRUCT; TAY IN MIN. R30 BATT PER ERGY RED' S; PROVIDE 510' TYPEC ' ' GYP BD OVER —. �SINIDELUXE SPACED PER ASSEMBLY. A]3.2 r' fl VINYL WINDOW W1LOW E GLAZING; BRONZE 0 SIM A7d.0 FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. EXT; 2x WD STUD WITH 518' TYPE 'X' GWB W INT:EXT SMITH PER STRUCT. FILL CAVITY WITH R 21 BATT INSUL PER ENERGY REDS FLOORA33EMBLY:1114-GYPCREM TOPPING OVER 114' BOUND MAT AT HARD SURFACES (1 112' GYPCRETE ELSEWHERE) ON 3/4' SUBROOR OVER ff PER ASSES SEMBLY: (SPACE PER STRUCT); R OF518'ATT INSUL PER ED ON DELUXADEE ACED ER ASSEMBLY GYP BO ON RC DELUXE SPACED PER ASSEMBLY i FLOORASSEMBLY: COMPOSITE DECKING OVER2x FC -3 FRAMING PER STRUCTURAL SIM A] -]A B SIM A]5.0 VINYL WINDOW W1LOWE GLAZING; BRONZE 0 SIM ATd.O FIBER CEMENT LAP SIDING: EXPOSURE PER ELEVATIONS. E%T; 2x WD STUD WITH 518' TYPE'X' GWB W INT.;E%T SMITH PER STRUCT. FILL CAVITY WITH R 21 BATT c INSUL PER ENERGY RE05 FLOOR ASSEMBLY: 1114' GYPCRETE TOPPING OVER 1)4' SOUND MAT AT HARD SURFACES N I/2' GYPCRETE ELSEWHERE) ON We' SUBFLOO2 OVER 18'TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY: PROVIDE (1) LAYER OF 518' TYPE'C' MR BD ON RC DELUXE SPACED PER ASSEMBLY 3 FC -3 FLOORASSEMBLY: COMPOSITE DECKING 01 FRAMING PER STRUCTURAL 3 SIM A]5.0 VINYL WINDOW W&OW E GLAZING; BRONZE e SIM FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. EXT, 2xER STUD WITH 5C CAVITY WI'GWBWINT.;E%T SHTH PER STRUCT. FILL CAVNY WITH R-21 BATT SIM INSUL PER ENERGY REO5 A7 FLGYPCRETE TOPPING OVER - -BOUND WTAT HARD SURFACES (11R4 GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER I IF TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 510' TYPE 'C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY M v 4.7 6• S NALL SECTION 4 - SOUTH III 2' RIGID INSULATION. BELOW UNHEATED SLABS PER STRUCT. — — — L AB -,A (11s) Y T ROOF PLATE: 144'-0 3/F LEVEL 4: 133'-11 5/8" LEVEL 3 PLATE: 132'-4 7/8" — LEVEL3: 123'-3314'' LEVEL 2 PLATE: 121'9' LEVEL 2:112'7718" w LEVEL 1 PLATE: 111'-11/8' LEVEL 1: 100'0" KEYNOTES N0. 0 58 METAL RAILINGPOWDER COATED 0 ° z UNIT We H UNIT B2e N 3 )21 — B2 BALC - H � CEMENIMOUS FASCIA 1X10: SW 7014 ELDER WHITE 3 AS -24 TYPE S' — ASPHALT SHINGLES, MFR: CHARCOAL 7,27 TYPE -V 04 A 1 -HR METALFRAMING, PROVIDE D)LAYERBGWB RCS 1 -HR METALFRAMING, PROVIDE 2 LAYERBGWB WE -ib 1 -HR EXTERICRWAL x0 n 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK O Description FC -1 1 -HR UNIT,10' TRUSS WI SHTH AND GYPCRETE TOPPING G9 E1 m G FC3 NR BALCONY, 2x JOIST WI COMPOSITE DECKING F" 1 -HR Gt E-1 w e UNIT, TOP TRUSSES W/ SHTH AND GYPCRETE TOPPING FGB NR STAIR LANDING, 2x JOIST W/ SHTH(LEAR OVER ADJACENT SHTH) AND 314' GYPCRETE TOPPING FC -7 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FG8 2 -HR TRASH, 18' MUSS W/ SHTH AND GYPCRETE TOPPING FG9 _ UNIT, TOP MUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. WI-21K 1/2 -HR am 1'-0" 2 VALLEYS) OVER ROOFGHTH OVER PITCHED WD,V TRUSSES PER STRUCT; TAY IN MIN. R30 BATT PER ERGY RED' S; PROVIDE 510' TYPEC ' ' GYP BD OVER —. �SINIDELUXE SPACED PER ASSEMBLY. A]3.2 r' fl VINYL WINDOW W1LOW E GLAZING; BRONZE 0 SIM A7d.0 FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. EXT; 2x WD STUD WITH 518' TYPE 'X' GWB W INT:EXT SMITH PER STRUCT. FILL CAVITY WITH R 21 BATT INSUL PER ENERGY REDS FLOORA33EMBLY:1114-GYPCREM TOPPING OVER 114' BOUND MAT AT HARD SURFACES (1 112' GYPCRETE ELSEWHERE) ON 3/4' SUBROOR OVER ff PER ASSES SEMBLY: (SPACE PER STRUCT); R OF518'ATT INSUL PER ED ON DELUXADEE ACED ER ASSEMBLY GYP BO ON RC DELUXE SPACED PER ASSEMBLY i FLOORASSEMBLY: COMPOSITE DECKING OVER2x FC -3 FRAMING PER STRUCTURAL SIM A] -]A B SIM A]5.0 VINYL WINDOW W1LOWE GLAZING; BRONZE 0 SIM ATd.O FIBER CEMENT LAP SIDING: EXPOSURE PER ELEVATIONS. E%T; 2x WD STUD WITH 518' TYPE'X' GWB W INT.;E%T SMITH PER STRUCT. FILL CAVITY WITH R 21 BATT c INSUL PER ENERGY RE05 FLOOR ASSEMBLY: 1114' GYPCRETE TOPPING OVER 1)4' SOUND MAT AT HARD SURFACES N I/2' GYPCRETE ELSEWHERE) ON We' SUBFLOO2 OVER 18'TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY: PROVIDE (1) LAYER OF 518' TYPE'C' MR BD ON RC DELUXE SPACED PER ASSEMBLY 3 FC -3 FLOORASSEMBLY: COMPOSITE DECKING 01 FRAMING PER STRUCTURAL 3 SIM A]5.0 VINYL WINDOW W&OW E GLAZING; BRONZE e SIM FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. EXT, 2xER STUD WITH 5C CAVITY WI'GWBWINT.;E%T SHTH PER STRUCT. FILL CAVNY WITH R-21 BATT SIM INSUL PER ENERGY REO5 A7 FLGYPCRETE TOPPING OVER - -BOUND WTAT HARD SURFACES (11R4 GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER I IF TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 510' TYPE 'C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY M v 4.7 6• S NALL SECTION 4 - SOUTH III 2' RIGID INSULATION. BELOW UNHEATED SLABS PER STRUCT. — — — L AB -,A (11s) Y T ROOF PLATE: 144'-0 3/F LEVEL 4: 133'-11 5/8" LEVEL 3 PLATE: 132'-4 7/8" — LEVEL3: 123'-3314'' LEVEL 2 PLATE: 121'9' LEVEL 2:112'7718" w LEVEL 1 PLATE: 111'-11/8' LEVEL 1: 100'0" KEYNOTES N0. NOTE 58 METAL RAILINGPOWDER COATED 0 CEMENTITIOUS IAP SIDING, P EXPOSURE T.15 CEMENTITIOUS IAP SIDING, 8' EXPOSURE H UNIT B2e )20 PRE -FINISHED METAL GUTTER: SW 7040 URBANE BRONZE )21 PRE -FINISHED METAL DOWNSPOUT: SW TWB URBANE BRONZE )22 CEMENIMOUS FASCIA 1X10: SW 7014 ELDER WHITE 3 A5 -2A 32 ASPHALT SHINGLES, MFR: CHARCOAL 7,27 TYPE -V 04 A 1 -HR METALFRAMING, PROVIDE D)LAYERBGWB RCS 1 -HR METALFRAMING, PROVIDE 2 LAYERBGWB WE -ib 1 -HR EXTERICRWAL x0 n 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK O Description FC -1 1 -HR UNIT,10' TRUSS WI SHTH AND GYPCRETE TOPPING G9 E1 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST WI COMPOSITE DECKING F" 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING w 1 -HR UNIT, TOP TRUSSES W/ SHTH AND GYPCRETE TOPPING FGB NR STAIR LANDING, 2x JOIST W/ SHTH(LEAR OVER ADJACENT SHTH) AND 314' GYPCRETE TOPPING FC -7 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FG8 1'-0" 2 VALLEYS) OVER ROOFGHTH OVER PITCHED WD,V TRUSSES PER STRUCT; TAY IN MIN. R30 BATT PER ERGY RED' S; PROVIDE 510' TYPEC ' ' GYP BD OVER —. �SINIDELUXE SPACED PER ASSEMBLY. A]3.2 r' fl VINYL WINDOW W1LOW E GLAZING; BRONZE 0 SIM A7d.0 FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. EXT; 2x WD STUD WITH 518' TYPE 'X' GWB W INT:EXT SMITH PER STRUCT. FILL CAVITY WITH R 21 BATT INSUL PER ENERGY REDS FLOORA33EMBLY:1114-GYPCREM TOPPING OVER 114' BOUND MAT AT HARD SURFACES (1 112' GYPCRETE ELSEWHERE) ON 3/4' SUBROOR OVER ff PER ASSES SEMBLY: (SPACE PER STRUCT); R OF518'ATT INSUL PER ED ON DELUXADEE ACED ER ASSEMBLY GYP BO ON RC DELUXE SPACED PER ASSEMBLY i FLOORASSEMBLY: COMPOSITE DECKING OVER2x FC -3 FRAMING PER STRUCTURAL SIM A] -]A B SIM A]5.0 VINYL WINDOW W1LOWE GLAZING; BRONZE 0 SIM ATd.O FIBER CEMENT LAP SIDING: EXPOSURE PER ELEVATIONS. E%T; 2x WD STUD WITH 518' TYPE'X' GWB W INT.;E%T SMITH PER STRUCT. FILL CAVITY WITH R 21 BATT c INSUL PER ENERGY RE05 FLOOR ASSEMBLY: 1114' GYPCRETE TOPPING OVER 1)4' SOUND MAT AT HARD SURFACES N I/2' GYPCRETE ELSEWHERE) ON We' SUBFLOO2 OVER 18'TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY: PROVIDE (1) LAYER OF 518' TYPE'C' MR BD ON RC DELUXE SPACED PER ASSEMBLY 3 FC -3 FLOORASSEMBLY: COMPOSITE DECKING 01 FRAMING PER STRUCTURAL 3 SIM A]5.0 VINYL WINDOW W&OW E GLAZING; BRONZE e SIM FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. EXT, 2xER STUD WITH 5C CAVITY WI'GWBWINT.;E%T SHTH PER STRUCT. FILL CAVNY WITH R-21 BATT SIM INSUL PER ENERGY REO5 A7 FLGYPCRETE TOPPING OVER - -BOUND WTAT HARD SURFACES (11R4 GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER I IF TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 510' TYPE 'C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY M v 4.7 6• S NALL SECTION 4 - SOUTH III 2' RIGID INSULATION. BELOW UNHEATED SLABS PER STRUCT. — — — L AB -,A (11s) Y T ROOF PLATE: 144'-0 3/F LEVEL 4: 133'-11 5/8" LEVEL 3 PLATE: 132'-4 7/8" — LEVEL3: 123'-3314'' LEVEL 2 PLATE: 121'9' LEVEL 2:112'7718" w LEVEL 1 PLATE: 111'-11/8' LEVEL 1: 100'0" KEYNOTES N0. NOTE 58 METAL RAILINGPOWDER COATED T.14 CEMENTITIOUS IAP SIDING, P EXPOSURE T.15 CEMENTITIOUS IAP SIDING, 8' EXPOSURE TAB CEMENTITIOUS BOARD: SMOOTH )20 PRE -FINISHED METAL GUTTER: SW 7040 URBANE BRONZE )21 PRE -FINISHED METAL DOWNSPOUT: SW TWB URBANE BRONZE )22 CEMENIMOUS FASCIA 1X10: SW 7014 ELDER WHITE )23 CEMENTITIOUS FWIEE BOARD IXO 7,25 ASPHALT SHINGLES, MFR: CHARCOAL 7,27 CEMENTITIOUS FRIEZE BOARD IX4 04 VINYL WINDOW W/ LOY/ E GLIZING: BRONZE MATERIAL LEGEND ® 4' CEMENTITIOUS SIDING -SW]MB ANONYMOUS ® 0' CEMENTITIOUS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- Bey 7048 URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER 8 STANDARD ACCENT -ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE CHAYERS GWB CMU BASE-BASALITE. SPUTFACE. GRAPHITE 2 -HR ASPH4LTROOF3HINGLES-CHARCOAL N KEY PLAN ® 4 PROJECT ROOF/CEILING TYPE SCHEDULE MARK FINE RATING DESCRIPTION REA 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE CHAYERS GWB RC3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LATER OWES RC4 1-HRMR SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER GWB RC5 1 -HR ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED RGOF TRUSSES RIDS 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -7 1 -HR METALFRAMING, PROVIDE D)LAYERBGWB RCS 1 -HR METALFRAMING, PROVIDE 2 LAYERBGWB WE -ib 1 -HR EXTERICRWAL x0 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Description FC -1 1 -HR UNIT,10' TRUSS WI SHTH AND GYPCRETE TOPPING FC -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST WI COMPOSITE DECKING F" 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FG5 1 -HR UNIT, TOP TRUSSES W/ SHTH AND GYPCRETE TOPPING FGB NR STAIR LANDING, 2x JOIST W/ SHTH(LEAR OVER ADJACENT SHTH) AND 314' GYPCRETE TOPPING FC -7 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FG8 2 -HR TRASH, 18' MUSS W/ SHTH AND GYPCRETE TOPPING FG9 1 -HR UNIT, TOP MUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. N KEY PLAN ® 4 PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- 0' CONCRETE, RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10• CONCRETE FIRE WALL, RE: STRUCT WS3a NR FCONCRETE WALL, RE'. STRUCT WAT NR 12' CONCRETE WALL, RE: STRUCT WD4 NR TCMU WALL W05 2 -HR FINE BNWIER by CMU WALL WE -1a 1 -HR EXTERICRWALl WE -ib 1 -HR EXTERICRWAL x0 WE -1c 1 -HR EXTERICRWALl WE2 1 -HR EXTERIOR WALL -MW/ GWB ON BOTH SIDES WE -3a 1 H EXTERIORWALL-(2)2x4 WE3b1 H EXTERIORWALLDEMISING-(2)'A5 WE -M 1 H EXTERIORWALLDEMISING -(2)2x8 WE4 NR PARAPET -2x5 WE -5 1 -HR EXTERIOR 6 SMO(E BARRIER -24 WES 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x0 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-21K 1/2 -HR CORRIDOR, FIRE PARTITION-2AWITHRO WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFRINERSWDFRAMING WLY 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI41to 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAF`PUNERSWD FRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTINER W 2x WD FRAMING ON ONE SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SH/ FT LINER W 2eWD FRAMING ON ONE SIDE WI -5t 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERS WD FRAMING ON EACH SIDE W16 2 -HR SHAFT ENCLOSURE, B• PRECAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD A GWB ON EACH SIDE WIS 2 -HR FIREWALL-B'PRELASTCONCRETE WI-Sa 1 -HR EXTERICRWALL-28 WIS 2 -HR FINE WALL - SHAFTLINERONL WI eI 2 -HR FIREWALL -22x MDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR FPRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2W WF11b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2Xtl WI -12a 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)29 WALLS WI GWB WF12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WI -13a 1 -HR INT.BEMINGWPIL-29 WF13b 1 -HR INT.BEAFtINGWAll-29 WF14a NR INTERIORWALL-2X4 WF10 NR INTERIORWALL-29 IN -14C NR INTERIORWALL-29 WF15a 11Y6HR FIRE BARRIER -2W WF15b 11Y6HR FIRE BARRIER -29 WI -113a 1 -HR INTERIOR BEARING WALL -2)2x4 WFiBb 1 -HR INTERIOR BEARING WALL- 2)29 WI -16c 1 -HR INTERIOR BEARING WALL -(2)29 WI -17 1 -HR SMO4EBARRIER-2X4 N KEY PLAN ® 4 PROJECT 111 ,, ■ PeH Anning community a TRTre 25M WAwuT STREET DENVER, COLORADO M205 xxw.bpM1enmm U) FEMM Z W M a_0 5 O P IO1 W wc C ) LL Q LL]Q T. llLu ^ V! D 0 F_ C/) O =U O W _ W 0 > W �M� SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. DateLTUBM�k 1019.10 8929.20 MH r DJV PMgd Rsigner DMB Date 08.28.2020 Job Number eeeeee 218094 RB JT CT xM9 By eeeeee DMB Tore eeeeeee WALL SECTIONS Sbm Number A6=1 e4 IS IS TRUSSES PER STRUCT, LAY IN MIN. R 30 BATT PER ENERGY RED'S: PROVIDE 5/0' TYPE'C GYP BD OVER RC -1 2 Sim RC DELUXE SPACED PER ASSEMBLY. A].2 J CEILING: 519' TYPE'C' GYP. BIT ON RC DELUXE CHANNEL FIBER CEMENT LAP SIDING; EXPOSURE PER 2 Be ELEVATIONS. AMA VINYL WINDOW WI LOW -E GLAZING; BRONZE q O SIM O JUNSRA IT 4 A]b'1 2x EXT; WD STUD WITH 518'TYPE'X'GWB@INT.;EXT m SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT PE B' INSUL PER ENERGY REG5 FLUOR ASSEMBLY:1 114' GYPCRETE TOPPING OVER 114' SOUND MAT AT HARD SURFACES U 12' GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER 1 F TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 518' TYPE 'C' J GYP BD ON RC DELUXE SPACED PER ASSEMBLY O FC -1 E -1b 3 SIM A7A.1 VINYL WINDOW WI LOW -E GLAZING; BRONZE 8 SIM A7-60 FIBER CEMENT LAP SIDING: EXPOSURE PER ELEVATIONS. § D B2e IT UN m EXT; 2x WD STUD WITH 518' TYPE'X'GWB @ INT.;EXT 'ZA SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT EE' INSUL PER ENERGY RED'S FLOORASSEMBLY:1114-GYPCRETE TOPPING OVER 114' SOUND MATAT HARD SURFACES 11112' r GYPCRETE ELSEWHERE) ON 30' SUBFLOOR OVER 18' TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 518' TYPE C! H y GYP BD ON RC DELUXE SPACED PER ASSEMBLY N O G1 E -1b — — 9 SIM — — — — — — AMA) VINYL WINDOW WI LOW -E GLUING: BRONZE 8 SIM 3 IS O 5.0 UNIT 134e FIBER CEMENT LAP SIDING; EXPOSURE PER n � 2A ELEVATION$. EB' EXT:2x WD STUD WITH 519' TYPE'W GWB ® INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY REDS FLOORASSEMBLY:1114' GYPCRETE TOPPING OVER 114' SOUND MATAT HARD SURFACES (1112' GYPCRETE ELSEWHERE) ON 314" SUBFLOOR OVER N y IW TRUSSES (SPACE PER STRUCT); MIN. R-25 BATT A o INSUL PER ENERGY MODEL; PROVIDE (I) LAYER OF FG9 • E 1 SIT TYPE Cr GTP BOON RC DELUXE SPACED PER — ASSEMBLY — �Qlkxt CN IKT PoSTTENSIONED SLAB PER STRUCTURAL 2' RIGID INSULATION, BELOW UNHEATED SLABS PER STRUCT. II-111HIHIIII III III III III IIITIII IIIA III III III VIII III I! _ I NII-IIHIL=AIL=IIIJIIJIIJIIJI L=III. II 1=11 H I H 11=III=III=III=III=III=III= I I III -11 H I I -I I II -I I II -I I II -I I II -I I II -I I II -11 h -11H H I--111 1--111 1-111-11L= 1111=1 H 1=111=111=111=111=1I =111=111. WALL SECTION 5 - SOUTH 3/8" = V-0" WALL ELEVATION 5 - SOUTH 1 3/8" = 11.01, ROOF PLATE:144'-03/4" 12 LEVEL 4: 133'-11518" IS m LEVEL 3 PLATE: 132_-47/8" IS T LEVEL 3: 123_-3 314 LEVEL 2 PLATE: 121'.9 T rL LEVEL 2: 112'.7 719 LEVEL 1 PLATE: 111'-11/8 LEVEL 1: 100'0 KEYNOTES N0. NOTE 7.14 CEMENTTIOUS UP SIDING, P EXPOSURE 7.15 CEMENTTIOUS UP SIDING, 8 -EXPOSURE 7.10 CEMENTTIOUS BOARD; SMOOTH )20 PRE -FINISHED METAL GUTTER; SW 7040 URBlWE BRONZE )21 PRE -FINISHED METAL DOWNSPOUT; SW 7348 URBANE BRONZE )22 CEMENNl10US FASCIA 1X10: SW M14 ELDER WHITE T23 CEMENnnouS FREEZE BOARD 1X8 )25 ASPHALT SHINGLES, MFR: CHARCOAL 727 CEMENTTIOUS FRIEZE BOARD IX4 729 CEMENTTIOUS FRIEZE BOARD 1X12 04 VINYL WINDOW W) LOW E GLAZING: BRONZE 23.0 WALLVENTTERMINATON MATERIAL LEGEND ® 4" GEMENTITIOUS SIDING- SW 7046 ANONYMOUS ® 8" GEMENTITIWS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 7M URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER B STANDARD ACCENT - ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE(2)LAYERS GWB CMU BASE-BASALITE SPLITFACE. GRAPHITE 2 -HR ASPHALTRCOFSHINGLES-CHARCOAL N KEY PLAN ® Dz PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE(2)LAYERS GWB RC3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LATER GWB RC -0 1-HPMR SHAFT ENCLOSURE. WE JOIST, PROVIDE (1) LAYER GWB RC5 1 -HR ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RC8 1 -HR UNIT, ROOF TRUSSES, PROVIDE (U LAYER GWB ON RC DELUXE RC -7 1 -HR METALFIRNMING, PROVIDE(2)UYERSGWB RC -S 1 -HR METALFRNMING, PROVIDE 2)UYERSGWB WE -1b 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Uescriotlon FC -1 1 -HR UNIT,18' TRUSS WI SHTH AND GYPCRETE TOPPING FC -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST WI COMPOSITE DECKING FCd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FC5 1 -HR UNIT, 1WMOSSES W/ SHTH AND GYPCRETE TOPPING FCB NR STAIR URGING, 2X JOIST W/ SHTH(UP OVER ADJACENT SHTH) AND 314" GYPCRETE TOPPING FC -7 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FC8 2 -HR TRASH, 18 -TRUSS W/ SHTH AND GYPCRETE TOPPING FC9 1 -HR UNIT, 1WMUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-25INSUL. N KEY PLAN ® Dz PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- 8' CONCRETE, RE: STRUCT W -011b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT WO3a NR FCONCRETE WALL, RE'. STRUCT WAT NR 12' CONCRETE WAIL, RE: STRUCT WD4 NR TCMU WALL W05 2 -HR FIRE BARREN. V CMU WALL WE -1a 1 -HR EXTERICRWALL-234 WE -1b 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR EXTERICRWALL-M WE -2 1 -HR EXIERIORWALL-MWIGWBON BOTHSIDES WE3a1-HR /u V! 0 EXTERIORWALL-(2)2vt WE3b1 H EXTERIGRWALLDEMISING-(2)'X5 WE -3c 1 H EXTERIORWALLDEMISING -(2)2x8 WE4 NR PARAPET -2x5 WE -5 1 -HR EXTERIOR 6 SMOKE BARRIER -24 WE -6a 1 -HR GENERIC WAIL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x8 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WIQb 12 -HR CORRIDOR, FIRE PARTITION-2AWITHRC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WlY 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING Wl3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERS WD FRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAF7UNERSWDFRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERS WD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WII 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE WISb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SRAFTLINER W 2e WD FRAMING ON ONE SIDE Wlbc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH SIDE W16 2 -HR SHAFT ENCLOSURE, 8 -PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD A GWB ON EACH SIDE WIA 2 -HR FIREWPIL-O'PRELCASTCONCRETE WIAM 1 -HR EXTERICRWALI WIND 2 -HR FIREWALL - SHAFTLINERONL WII 2 -HR FIREWALL -22x PASSWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR FPRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -234 WNib 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -241 WI -12a 1 -HR OCCUPANCY SEPARATION. FIRE EXHUMER -(2)29 WALLSWI GWB WI -12b 1 -HR OCCUPANCY SEPARATIM, FIRE BARRIER -(2)2x8 WALLS WI GWB WI -13a 1 -HR INT.BEARINGWPIL-29 WF13b 1 -HR INT.BEARINGWAI1--29 WI -14a NR INTERIORWALL-2X4 WI -14b NR INTERIORWALL-29 WI -140 NR INTERIORWALL-29 WF15a 112 -HR FIRE BARREN -234 WF15b 112 -HR FIRE BARREN -29 WI -16a 1 -HR INTERIOR SEARING WALL -2)2x4 WFiBb 1 -HR INTERIOR SEARING WALL- 2)29 WI -16c 1 -HR INTERIOR BEARING WALL -(2)29 WI -17 1 -HR SMOKEBARRIER-2X4 N KEY PLAN ® Dz PROJECT 111 ,, ■ KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, COLORADO Wmb .....,.mN�nmm v! Z W M 5M/� LL O 00 P IO1 W w �C/ LL Q Q LU T.I 1 W /u V! 0 F - C/) 0 =U O W _ W 0 > SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 Issue No.LWAM too%CO PENM UBMn kx r9n Dmg DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driveri By RS JT CT xM48y DMB TAX WALL SECTIONS Snast Number A6=1 e5 A0.1 A5-10 o Q TYPE -V b 3 w N o NE1 ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24" MIN FROM EXT WALL AND SAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD TRUSSES PER STRUCT: LAY IN MIN. R So BATT PER ENERGY RED'S: PROVDE 5/8' TYPE'CGYP BD OVER -------SIM RL DELUXE SPACED PER ASSEMBLY. J EXT: a WD STUD WITH 5B'TYPE'%'GAS @INT.:EXT SHTH PER STRUCT. FILL CNVITY WITH R-21 BATT INSUL PER ENERGY REO'S $IM A]5.1 /,� SIM FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. FLOOR ASSEMBLY.1 1/4" GYPCRETE TOPPING OVER 1/4' SOUND MAT AT HARD SURFACES (1 1IY' r GYPCRETE ELSEWHERE) ON 3/4' SUBFLOOR OVER L UP TRUSSES (SPACE PER STRUCT); 31/T' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 5/0' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY 3 SIM A76.1 6 SIM A7-5.0 FIBER CEMENT LFP SIDING; EXPOSURE PER ELEVATIONS. FLOOR ASSEMBLY: 1 14" GYPCRETE TOPPING OVER 1/4' SOUND MAT AT HARD SURFACES (11? GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER 18' TRUSSES (SPACE PER STRUCT); 3112" BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 5/0' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY B SIM A76.0 5 SIM A75.0 BRICK VENEER: DARK C0.0R; LAKEWOOD BRICK CO. FLOCK ASSEMBLY:1 i/4' GYPCRETE TOPPING OVER IN' SOUND MAT AT HARD SURFACES (1 L2" GYPCRETE ELSEWHERE) ON 314' SUBFLCOR OVER UP TRUSSES (SPACE PER STRUCT; 3112' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 5/8' TYPE C' L GYP BD ON RC DELUXE SPACED PER ASSEMBLY BRICK VENEER: DARK COLOR: LAKEWOOD BRICK CO. C8 JSIM A]b0 CEMENTITOUBR S PANEL SET IN PI�METPI FRAME L SIM 0 SIM A7E0 SPLITFACE CMU BASE W/ PRECAST WATER TABLE: �BASPLITE. GRAPHITE POSTTENSIONED CONCRETE FOUNDATION; RE: STRUCTURAL — 1 SIM 70 WALL ELEVATION 6 - SOUTH 1 3/81,= 1'-0a 12 ROOF PLATE: 144'-03/4" LEVEL4: 133'-11115/11" n LEVEL 3 PLATE:132'-4718" LEVEL 3: 123'-3314" m LEVEL 2 PLATE: 121'.9" LEVEL 2: 112'.7 7/88"" T V LEVEL 1 PLATE: 111'-11/8" z 0 O r12 _ LEVEL 1: 100'.0" KEYNOTES W. NOTE AQ BRICK VENEER SOLDIER COURSE- MODUWi S12£ ONYX SMOOTH, SUMMIT BRICK CO. RE: 5%74S FOR CORBELL § 4%8X10 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 47 BRICK VENEER -MODULAR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMIT BRICK CO. ]14 CEMENTTIOLS LAP SIDING, 4 -EXPOSURE ]15 CEMENTTIOLS LAP SIDING, 8 -EXPOSURE A5-10 CEMEN ITIOUS BOARD; SMOOTH )20 PRE -FINISHED METAL GUTTER; SW 7048 URBANE BRONZE )22 TYPE -V )23 CEMEN ITIOUS FRIEZE BOARD 1X8 )25 ASPHALT SHINGLES, MFR; CHARCOAL 727 ICON NTTIOUSFRIEZEBOARD1X4 729 IUUMLNIIIIUUSFHI1,,CLUQyJRUIXI2 &A VINYL WINDOW W/ LOA/ E GWZING; BRONZE WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR 0 MARK G1 Description FC -1 1 -HR UNIT,18' TRUSS WI SHTH AND GYPCRETE TOPPING FC -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FCS NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FC5 1 -HR UNIT, UP MOSSES W/ SHTH AND GYPCRETE TOPPING FCB NR STAIR LANDING, 2X JOIST W/ SHTH UAP OVER ADJACENT SHTH) AND 314' GYPCRETE TOPPING FC -7 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FC8 2 -HR TRASH, UP MUSS W/ SHTH AND GYPCRETE TOPPING FC9 1 -HR UNIT, UPMUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. WI-2b 112 -HR CORRIDOR, FIRE PARTITION-2AWITHRO WIS A�n EXIT ENCLOSURE, FIRE BARRIER-SHAFTUNER&WDFRAMING § o EXIT ENCLOSURE, FIRE BARRIER-SHAFTUNER&WDFRAMING TYII 2 -HR n Z 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTUNER&WDFRAMING m 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTUNER&WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTUNER&WD FRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFRINER W 2x WD FRAMING ON CNE SIDE WISIK 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTIU ERW WWD FRAMING ON ONE SIDE WISc 2 -HR IN w 2 -HR SHAFT ENCLOSURE, 8 -PRE -CAST WI -0 a SHAFT ENCLOSURE, 2e WD STUD &GWB ON EACH SIDE WIS FC -1 FIREWALL-8-PRETCASTCONCRETE WIIlv 1 -HR EXTERIORWALL-28 WI8 n FIREWALL - SHAFTLINERONL WIRa 2 -HR FIREWALL -22a WDWALL ONLY) W124 2 -HR — WI -10 NR FPRECAST WI -Ila 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -2W WNib 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -28 Q 1 -HR OCCUPANCY SEPARATOR HIRE BARRIER -243 WF12a 1 -HR A WF12b 1 -HR OCCUPANCY SEPARI FIRE BARRIER -(2)2x8 WALLS W/ GWB WF13a A INT.BEARINGWAll-29 WF13b O INT.BEARINGWAIL-29 TYPE BT = INTERIORWALL-2X4 WF10 NR INTERIORWALL-29 WI -140 NR 3 WIH1% 11Y6HR m WFiW 11Y6HR FIREBARRIER-29 WFiBa 1 -HR INTERIORBEARINGWALL-2)2x4 WFiBb 1 -HR INTERIOR BEARING WALL- 2)29 WI -16c 1 -HR INTERIOR BEARING WALL -(2)29 WI -D 1 -HR SMOKEBARRIER-2X4 a q <=> < A0.1 A5-10 o Q TYPE -V b 3 w N o NE1 ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24" MIN FROM EXT WALL AND SAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD TRUSSES PER STRUCT: LAY IN MIN. R So BATT PER ENERGY RED'S: PROVDE 5/8' TYPE'CGYP BD OVER -------SIM RL DELUXE SPACED PER ASSEMBLY. J EXT: a WD STUD WITH 5B'TYPE'%'GAS @INT.:EXT SHTH PER STRUCT. FILL CNVITY WITH R-21 BATT INSUL PER ENERGY REO'S $IM A]5.1 /,� SIM FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. FLOOR ASSEMBLY.1 1/4" GYPCRETE TOPPING OVER 1/4' SOUND MAT AT HARD SURFACES (1 1IY' r GYPCRETE ELSEWHERE) ON 3/4' SUBFLOOR OVER L UP TRUSSES (SPACE PER STRUCT); 31/T' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 5/0' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY 3 SIM A76.1 6 SIM A7-5.0 FIBER CEMENT LFP SIDING; EXPOSURE PER ELEVATIONS. FLOOR ASSEMBLY: 1 14" GYPCRETE TOPPING OVER 1/4' SOUND MAT AT HARD SURFACES (11? GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER 18' TRUSSES (SPACE PER STRUCT); 3112" BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 5/0' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY B SIM A76.0 5 SIM A75.0 BRICK VENEER: DARK C0.0R; LAKEWOOD BRICK CO. FLOCK ASSEMBLY:1 i/4' GYPCRETE TOPPING OVER IN' SOUND MAT AT HARD SURFACES (1 L2" GYPCRETE ELSEWHERE) ON 314' SUBFLCOR OVER UP TRUSSES (SPACE PER STRUCT; 3112' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 5/8' TYPE C' L GYP BD ON RC DELUXE SPACED PER ASSEMBLY BRICK VENEER: DARK COLOR: LAKEWOOD BRICK CO. C8 JSIM A]b0 CEMENTITOUBR S PANEL SET IN PI�METPI FRAME L SIM 0 SIM A7E0 SPLITFACE CMU BASE W/ PRECAST WATER TABLE: �BASPLITE. GRAPHITE POSTTENSIONED CONCRETE FOUNDATION; RE: STRUCTURAL — 1 SIM 70 WALL ELEVATION 6 - SOUTH 1 3/81,= 1'-0a 12 ROOF PLATE: 144'-03/4" LEVEL4: 133'-11115/11" n LEVEL 3 PLATE:132'-4718" LEVEL 3: 123'-3314" m LEVEL 2 PLATE: 121'.9" LEVEL 2: 112'.7 7/88"" T V LEVEL 1 PLATE: 111'-11/8" z 0 O r12 _ LEVEL 1: 100'.0" MATERIAL LEGEND KEYNOTES W. NOTE 4A BRICK VENEER SOLDIER COURSE- MODUWi S12£ ONYX SMOOTH, SUMMIT BRICK CO. RE: 5%74S FOR CORBELL 46 4%8X10 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 47 BRICK VENEER -MODULAR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMIT BRICK CO. ]14 CEMENTTIOLS LAP SIDING, 4 -EXPOSURE ]15 CEMENTTIOLS LAP SIDING, 8 -EXPOSURE L16 CEMEN ITIOUS BOARD; SMOOTH )20 PRE -FINISHED METAL GUTTER; SW 7048 URBANE BRONZE )22 CEMENTTOUS FASCIA 1X10; SW 7014 ELDER WHITE )23 CEMEN ITIOUS FRIEZE BOARD 1X8 )25 ASPHALT SHINGLES, MFR; CHARCOAL 727 ICON NTTIOUSFRIEZEBOARD1X4 729 IUUMLNIIIIUUSFHI1,,CLUQyJRUIXI2 &A VINYL WINDOW W/ LOA/ E GWZING; BRONZE MATERIAL LEGEND ® 4" GEMENTITIOUG SIDING- SW 7046 ANONYMOUS ® 8" GEMENTITIWS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW THIS URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER& STANDARD ACCENT - ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE(2)IAYERS GWB CMU BASE-BASAUTE SPLITFACE. GRAPHITE 2 -HR ASPHALTROOFSHINGLES-CHARCOAL N KEY PLAN ® 4 PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATNG DESCRIPTION RC -1 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE(2)IAYERS GWB RCS 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LAYER GWB RC4 1-HPMR SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAVER GWB RC5 1 -HR ROOF DECK, CONIC PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RC8 1 -HR UNIT, ROOF TRUSSES, PROVIDE (U LAYER GWB ON RC DELUXE RC-] 1 -HR METALFRAMING, PROVIDE D)LAYERSGWB RLS 1 -HR METALFRAMING, PROVIDE 2 LAYERSGWB WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATNG Description FC -1 1 -HR UNIT,18' TRUSS WI SHTH AND GYPCRETE TOPPING FC -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FCS NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FC5 1 -HR UNIT, UP MOSSES W/ SHTH AND GYPCRETE TOPPING FCB NR STAIR LANDING, 2X JOIST W/ SHTH UAP OVER ADJACENT SHTH) AND 314' GYPCRETE TOPPING FC -7 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FC8 2 -HR TRASH, UP MUSS W/ SHTH AND GYPCRETE TOPPING FC9 1 -HR UNIT, UPMUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. N KEY PLAN ® 4 PROJECT WALL TYPE SCHEDULE MARK FIRE RATNG DESGRIMION W -01a 2 -HR SHAFT ENCLOSURE- 8' CONCRETE, RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT WO3a NR 87CORCRETE WALL, RE'. STRUCT WAT NR 12' CONCRETE WAIL, RE: STRUCT WD4 NR TCMU WALL W05 2 -HR FIRE BARRIER by CMU WA -L WE -1a 1 -HR EXTERICRWALL-2W WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR EXTERICRWALL-243 WE -2 1 -HR EXTERIOR WALL -MW/ GWB ON BOTH SIDES WE3a1 H EXTERIORWALL-(2)2x4 WE3b1 H EXTERIORWALLDEMISING-(2)'A5 WE -M 1 H EXTERIORWALLDEMISING-(2)2x6 WE4 NR PARAPET -2x5 WES 1 -HR EXTERIOR &BROKE BARRIER -24 WES 1 -HR GENERIC WAIL WI -1a 1 -HR UNIT DEMISING, FIRE PARTTION-(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x0 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-2b 112 -HR CORRIDOR, FIRE PARTITION-2AWITHRO WIS 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTUNER&WDFRAMING WLY 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTUNER&WDFRAMING WISb 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTUNER&WDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTUNER&WDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTUNER&WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTUNER&WD FRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFRINER W 2x WD FRAMING ON CNE SIDE WISIK 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTIU ERW WWD FRAMING ON ONE SIDE WISc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD FRAMING ON EACH SIDE WI6 2 -HR SHAFT ENCLOSURE, 8 -PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD &GWB ON EACH SIDE WIS 2 -HR FIREWALL-8-PRETCASTCONCRETE WIIlv 1 -HR EXTERIORWALL-28 WI8 2 -HR FIREWALL - SHAFTLINERONL WIRa 2 -HR FIREWALL -22a WDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR FPRECAST WI -Ila 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -2W WNib 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATOR HIRE BARRIER -243 WF12a 1 -HR OCCUPANCY SEPARATON. FIRE BARRIER -(2)29 WALLS W/ GWB WF12b 1 -HR OCCUPANCY SEPARI FIRE BARRIER -(2)2x8 WALLS W/ GWB WF13a 1 -HR INT.BEARINGWAll-29 WF13b 1 -HR INT.BEARINGWAIL-29 WFiN NR INTERIORWALL-2X4 WF10 NR INTERIORWALL-29 WI -140 NR INTERIORWALL-29 WIH1% 11Y6HR FIREBARRIER-2W WFiW 11Y6HR FIREBARRIER-29 WFiBa 1 -HR INTERIORBEARINGWALL-2)2x4 WFiBb 1 -HR INTERIOR BEARING WALL- 2)29 WI -16c 1 -HR INTERIOR BEARING WALL -(2)29 WI -D 1 -HR SMOKEBARRIER-2X4 N KEY PLAN ® 4 PROJECT 111 ,, ■ PBH Anning community a TRTre 25M WALNUT STREET DENVER, COLORADO MISS xxw.bpM1enmm U) FEMMZ W M M LL 55 O 00 P IO1 W w �C/ LL Q W Q= LU U � /w� V! D lL V! OOw =U _ w 0 > W �M� V SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No.LWAM L�TSUBM�k IRS r DJV Pmgd Designer DMB Sea 08.28.2020 Job Number 218094 Grown By RB JT CT xM6 By DMB rifle WALL SECTIONS Sbm Number A6=1 e6 i UNIT We b o A5-2.8 m z TYPE •g• n p G1 �NI O °Q UNIT Bae E; $ M26 TYPE'B' h n N � FG1 �NI m O UNIT B3e.1 o = A5-2.6 u BRICK VENEER SOLDIER COURSE- MODULAR SIZE ONYX SMOOTH, SUMMIT BRICK CO. RE: 5/A]-0.0 FOR CORDELL TYPE IST 4MX16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 3 UNIT Bae m Z ]15 CEMENTTICUS V3 SIDING, 8• EXPOSURE T23 3 ]25 A5-2.6 7.27 0 <INFAI� TYPE IF RL -7 1 -HR METALFRNMING, PROVIDE(2)LAYERSGWB RLS 1 -HR METALFRNMING, PROVIDE 2 LAYERSGWB WE -ib 1 -HR EXTERICRWALL-2m8 WE -1c 1 -HR M MARK FIRE RATING Uescriotlon N O UNIT,18• TRUSS WI SHTH AND GYPCRETE TOPPING FL -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FLS FC -1 m 3/8" = 1'-0" ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24• MIN FROM EXT WALL AND EAVE AND EITHER SIDE OF RIDGES AND $IM A]32 _FIBER CEMENT IAP SIDING: EXPOSURE PER 2 SINELEVATIONS. A]-5.1 VINri WINDOW W/ LCAI GLAZING; BRONZE SIM A75.0 EXT: 2x WD STUD WITH S/ 0" TYPE %' GWB @ INTJEXT PER STRUCT. FILL CAVITYWITH R-21 BATT INSUL PER ENERGY RED'S BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. FLOOR ASSEMBLY. 1 V4" GYPCRETE TOPPING OVER 1/4" SOUND MAT AT HARD SURFACES N 1)2• GYPORETE ELSEWHERE) ON 314• SUBFLWR OVER �18' TRUSSES (SPACE PER STRUCT); 3112" BATT INSUL PER ASSEMBLY: PROVIDE (1) LAYER OF bar TYPE'C' GYP BD ON RL DELUXE SPACED PER ASSEMBLY PROVIDE MASONRY SHELF ANGLE CONT. ABOVE WINDOW HEAD — — — — — B SIM A]5'0 VINYL WINDOW W/ LOW E GLAZING; BRONZE 11 SIM A7-5.0 EXT, 2x WD SND WITH 5B' TYPE' X' OWE ®INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R 21 BATT INSUL PER ENERGY RED'S BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. FLOOR ASSEMBLY:1 1/P GYPCRETE TOPPING OVER We SWND MAT AT HARD SURFACES (11/2' GYPCRETE ELSEWHERE) ON &4' SUBR-OOR OVER �TRUSSES (SPACE PER STRUCT); I'TINSUL PER ASSEMBLY; PROVIDE LAYER OF5'TYPE — — GYP BD ON RC DELUXE SPACED PER ASSEMBLY — — — Sim VINri WINDOW WI LOW -E GLAZING: BRONZE Sim BRICK VENEER: ALPINE ASH: LAKEWOOD BRICK CO. FLOOR ASSEMBLY:1 14' GYPORETE TOPPING OVER 1/4' SOUND MAT AT HARD SURFACES (1112" GYPCRETE ELSEWHERE) ON 314" SUBFLOOR OVER 18' TRUSSES (SPACE PER STRUCT); 31? BATT INSUL PER ASSEMBLY: PROVIDE (1) LAYER OF 518" TYPE L' GYP BD ON RC DELUXE SPACED PER ASSEMBLY 6 SIM — — — — — A755 SIM WNYL WINDOW WI LO'N-E GI BRONZE 12 AT56 VINYL WINDOW WI LO'N-E GLAZING; BRONZE 10 SIM A7L,0 EXT; 2x WD STUD WITH 5/8' TYPE' X' GWB I$ INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S SPLITFACE CMU BASE WI PRECAST WATER TABLE: �BASPLITE, GRAPHITE Sim — FOUNDATION; RE: +— ROOF PLATE: 144=03/4 LEVEL 4: 133'-11 5/" — — LEVELS PLATE: 132'=4 ]I" tt ry O LEVEL 3: 123'_3 3/" LEVEL 2 PLATE: 121'" z 6 r� WALL ELEVATION 7 - SOUTH 1 3/801 = 1,-0„ LEVEL 2: 112'_] ]/8 LEVEL 1 PLATE: 111'_11/8" LEVEL 1: 100'" i UNIT B3e.1 o = A5-2.6 u BRICK VENEER SOLDIER COURSE- MODULAR SIZE ONYX SMOOTH, SUMMIT BRICK CO. RE: 5/A]-0.0 FOR CORDELL TYPE IST 4MX16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 3 BRICK VENEER -MODULAR SIZE, STANDARD ACCENT, ONYXSMOOTH, SUMMIT BRICK CO. 4.11 MASONRY SHELF ANGLE CONT. WHERE BRICK VENEER EXCEEDS 39 ABOVE FWNDATION AND AT EVERY SUBSEQUENT FLOOR ABOVE 30' ]15 CEMENTTICUS V3 SIDING, 8• EXPOSURE T23 CEMENTTIOUS FRIEZE BOARD 1X8 ]25 ASPHALT SHINGLES, MFR; CHARCOAL 7.27 0 <INFAI� VINYL WINDOW W) LOW E GLAZING; BRCNZE RL -7 1 -HR 3/8" = 1'-0" ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24• MIN FROM EXT WALL AND EAVE AND EITHER SIDE OF RIDGES AND $IM A]32 _FIBER CEMENT IAP SIDING: EXPOSURE PER 2 SINELEVATIONS. A]-5.1 VINri WINDOW W/ LCAI GLAZING; BRONZE SIM A75.0 EXT: 2x WD STUD WITH S/ 0" TYPE %' GWB @ INTJEXT PER STRUCT. FILL CAVITYWITH R-21 BATT INSUL PER ENERGY RED'S BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. FLOOR ASSEMBLY. 1 V4" GYPCRETE TOPPING OVER 1/4" SOUND MAT AT HARD SURFACES N 1)2• GYPORETE ELSEWHERE) ON 314• SUBFLWR OVER �18' TRUSSES (SPACE PER STRUCT); 3112" BATT INSUL PER ASSEMBLY: PROVIDE (1) LAYER OF bar TYPE'C' GYP BD ON RL DELUXE SPACED PER ASSEMBLY PROVIDE MASONRY SHELF ANGLE CONT. ABOVE WINDOW HEAD — — — — — B SIM A]5'0 VINYL WINDOW W/ LOW E GLAZING; BRONZE 11 SIM A7-5.0 EXT, 2x WD SND WITH 5B' TYPE' X' OWE ®INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R 21 BATT INSUL PER ENERGY RED'S BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. FLOOR ASSEMBLY:1 1/P GYPCRETE TOPPING OVER We SWND MAT AT HARD SURFACES (11/2' GYPCRETE ELSEWHERE) ON &4' SUBR-OOR OVER �TRUSSES (SPACE PER STRUCT); I'TINSUL PER ASSEMBLY; PROVIDE LAYER OF5'TYPE — — GYP BD ON RC DELUXE SPACED PER ASSEMBLY — — — Sim VINri WINDOW WI LOW -E GLAZING: BRONZE Sim BRICK VENEER: ALPINE ASH: LAKEWOOD BRICK CO. FLOOR ASSEMBLY:1 14' GYPORETE TOPPING OVER 1/4' SOUND MAT AT HARD SURFACES (1112" GYPCRETE ELSEWHERE) ON 314" SUBFLOOR OVER 18' TRUSSES (SPACE PER STRUCT); 31? BATT INSUL PER ASSEMBLY: PROVIDE (1) LAYER OF 518" TYPE L' GYP BD ON RC DELUXE SPACED PER ASSEMBLY 6 SIM — — — — — A755 SIM WNYL WINDOW WI LO'N-E GI BRONZE 12 AT56 VINYL WINDOW WI LO'N-E GLAZING; BRONZE 10 SIM A7L,0 EXT; 2x WD STUD WITH 5/8' TYPE' X' GWB I$ INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S SPLITFACE CMU BASE WI PRECAST WATER TABLE: �BASPLITE, GRAPHITE Sim — FOUNDATION; RE: +— ROOF PLATE: 144=03/4 LEVEL 4: 133'-11 5/" — — LEVELS PLATE: 132'=4 ]I" tt ry O LEVEL 3: 123'_3 3/" LEVEL 2 PLATE: 121'" z 6 r� WALL ELEVATION 7 - SOUTH 1 3/801 = 1,-0„ LEVEL 2: 112'_] ]/8 LEVEL 1 PLATE: 111'_11/8" LEVEL 1: 100'" MATERIAL LEGEND KEYNOTES NO. NOTE 4.1 BRICK VENEER -MODULAR SIZE RUNNING BOND, ALPINE ASH, SUMMIT BRICK CO. 44 BRICK VENEER SOLDIER COURSE- MODULAR SIZE ONYX SMOOTH, SUMMIT BRICK CO. RE: 5/A]-0.0 FOR CORDELL 46 4MX16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 4.7 BRICK VENEER -MODULAR SIZE, STANDARD ACCENT, ONYXSMOOTH, SUMMIT BRICK CO. 4.11 MASONRY SHELF ANGLE CONT. WHERE BRICK VENEER EXCEEDS 39 ABOVE FWNDATION AND AT EVERY SUBSEQUENT FLOOR ABOVE 30' ]15 CEMENTTICUS V3 SIDING, 8• EXPOSURE T23 CEMENTTIOUS FRIEZE BOARD 1X8 ]25 ASPHALT SHINGLES, MFR; CHARCOAL 7.27 CEMEN ITIOUS FRIEZE BOARD 1X4 84 VINYL WINDOW W) LOW E GLAZING; BRCNZE MATERIAL LEGEND ® 4" LEMENTITIOUS SIDING - SW 7N6 ANONYMOUS ® B" LEMENTITIWS SIDING - SW W17 POPULAR GRAY _ CEMENTITICUS TRIM- SW 7048 URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER B STANDARD ACCENT - ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE(2HAYERS GWB CMU BASE-BASALITE SPLITFACE. GRAPHITE 2 -HR ASPHALTROOFSHINGLES-CHARCOAL N KEY PLAN ® 4 PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RICA 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE(2HAYERS GWB RCS 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LAYER GWB RL4 1-HPMR SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER GWB RL5 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED RGOF TRUSSES RL6 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RL -7 1 -HR METALFRNMING, PROVIDE(2)LAYERSGWB RLS 1 -HR METALFRNMING, PROVIDE 2 LAYERSGWB WE -ib 1 -HR EXTERICRWALL-2m8 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Uescriotlon FL -1 1 -HR UNIT,18• TRUSS WI SHTH AND GYPCRETE TOPPING FL -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FLS NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FG4 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FG5 1 -HR UNIT, 1W MOSSES WI SHTH AND GYPCRETE TOPPING PGB NR STAIR LANDING, 2x JOISTWISHTH(LAP UVERPDJACENTSHTH) AND &4" GYPCRETE TOPPING FG -7 1 -HR GPRAC£, DOUBLE TEE WI CONCRETE TOPPING FG8 2 -HR TRASH, 10' MUSS WI SHTH AND GYPCRETE TOPPING FG9 1 -HR UNIT, 1WMUSS W/ SHTH AND GYPCRETE TOPPING—AND MIN R-251NSUL. N KEY PLAN ® 4 PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WU1a 2 -HR SHAFT ENCLOSURE- 8' CONCRETE, RE: STRUCT WU1b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT W4Xya NR 87CONCRETE WALL, RE'. STRUCT WAT NR 12' CONCRETE WALL, RE: STRUCT WD4 NR TCMU WALL W 05 2 -HR FIRE BARRIER by CMU WALL WE -1a 1 -HR EXTERICRWALL-2W WE -ib 1 -HR EXTERICRWALL-2m8 WE -1c 1 -HR EXTERICRWALL-243 WE -2 1 -HR EXIERIORWALL-MW/ GWB ON BOTH SIDES WE3a1 11 EXTERIORWALL-(2)2x4 WE3b1 H EXTERIGRWALLDEMAING-(2)'A5 WE -3c 1 H EXTERIORWALLDEMAING -(2)2x8 WE4 NR PARAPET2m5 WE-5 1 -HR EXTERIOR 6 SMI BARRIER -24 WES 1 -HR GENERIC WAIL MAR 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x0 WI -2e 121R CORRIDOR, FIRE PARTITION2x4 WIQb 12 -HR CORRIDOR, FIRE PARTITION-2AWITHRO WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI -3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI4a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERS WD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTUNER W 2x WD FRAMING ON ME SIDE W14% 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFILINER W 2e WD FRAMING ON ONE SIDE WI -Sc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH SIDE W16 2 -HR SHAFT ENCLOSURE, 8 -PRECAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD A GWB ON EACH SIDE WI -8 2 -HR FIREWALL-B-PRE-CASTLONLRETE W18a 1 -HR EXTERICRWALL-28 WIND 2 -HR FIREWALL - SHAFTLINERONL WIReI 2 -HR FIREWALL -22x WDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR 8"PRECAST WI -Ila 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -2W WL11b 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATION, ME BARRIER -243 WI -12a 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)29 WALLS W/ GWB WI -12t, 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2m8 WALLS W/ GWB WI -13a 1 -HR INT.BEARINGWPIL-29 WI -13o 1 -HR INT.BEARINGWAIL-29 WFiN NR INTERIORWALL-2X4 WF10 NR INTERIORWALL-29 WI -140 NR INTERIORWALL-29 WF15a 11Y6HR FIREBARRIER-2W WF15b 11Y6HR FIREBARRIER-29 WI -16a 1 -HR INTERIORBEARINGWALL-2)2x4 WI -16t, 1 -HR INTERIOR BEARING WALL- 2)29 WI -16c 1 -HR INTERIOR BEARING WALL -(2)29 WI -17 1 -HR SMOKEBARRIER-2X4 N KEY PLAN ® 4 PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO 50205 xxw.bpM1enmm U) FEMM Z MM M 5W /� LL O 00 P IO1 W w ) LL Q W Q= LU /Wu V! 0 F— C/)OOW =U _ W 0 > W �M� V E� 0OF CO4O U N 037 4 c4 AYSBD ARC`F. 03.25.2021 Issue No.LWA too%CO PENM UBMn kr9n OMR DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driven By RS JT CT xM4 By DMB Tee WALL SECTIONS Shots Number A6=1 I iI UNITAI bloI AD 1.1 in 3 TYPES UNITA7 AS 1A 4 S TYPE B' 3 7a UNITA7 AD 1.1 q p TYPE B' N z G A UNITAIA IS O TYPE B' § 0 M z 6'-0" 3'-11 t12' ROOF ASSEMBLY. COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24F MIN FROM EXT WALL AND SAVE AND EITHER S10E OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD TRUSSES PER STRUCT: UY IN MIN. R30 BATT PER 1 SIM ENERGY REO' S; PROVIDE 518' TYPE 'C GYP BD OVER RC DELUXE SPACED PER ASSEMBLY. A]3.2 ILE- I -- — - — - — - — - — — — — — — — — — 2 SIM VINYL WINDOW WhOWE GLAZING: BRONZE A] -S1 a SIM Al BALC - E A75.0 FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATION$. EXT; L WD STUD WITH 5l8- TYPE 'X' GWB ® INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S FLOOR ASSEMBLY:1 114' GYPCRETE TOPPING OVER 114- SOUND MAT AT HAND SURFACES (11/2' GYPCRETE ELSEWHERE) ON W4' SUBFLOO R OVER 10' TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY: PROVIDE (1) LAYER OF 516' TYPE C' GYP BO ON RG DELUXE SPACED PER ASSEMBLY FLOOR ASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER STRUCTURAL FG3 3 Sim J A]-].4 A]-6.0 S BIM A]5.0 VINYL WINDOW WILOW E GUZING; BRONZE Al BALC - E BIM B A75'0 FIBER CEMENT UP SIDING: EXPOSURE PER ELEVATIONS. EXT; 2x AD STUD WITH SAE TYPE'V GWB @ INT.;EXT r - SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY REG5 FLUOR ASSEMBLY:1 114' GYPCRETE TOPPING OVER 114' SOUND MAT AT HARD SURFACES (1 In' GYPCRETE ELSEWHERE) ON W4' SUBFLOOR OVER 18'TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY; PROVIDE(1) LAYER OF SSE TYPE 'C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY FC3 I I FLUOR ASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER STRUCTURAL — — — — — - 3 SIM . J — A7 -7.I 7 _ AT-SO9 SIM A7-5.0 VINYL WINDOW W&OW-E GLAZING; BRONZE Al BALC-E a SIM A75.0 FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. EXT 2x W0 STUD WITH 58' TYPE X' GWB ® INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S i FLUOR ASSEMBLY:1 114' GYPCRETE TOPPING OVER 114' SOUND MAT AT HARD SURFACES (1 In' GYPCRETE ELSEWHERE) ON W4' SUBFLOOR OVER 18'TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF SSE TYPE 'C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY FLOORASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER STRUCTURAL G3 B1M . 1 A7-7.4 7— A7-8.0 /1 SIM 1/4' / 1' 0' SIM VINYLWINOOWW/LOW-EGU2ING;BRCN2E VINYL WINDOW WILOW E GLAZING; BRONZE SIM FIBER CEMENT UP SIDING; EXPOSURE PER ELEVATIONS. EXT; 2x WD SND WITH SSE TYPE 'X' GWB @ INT ZXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY REO5 POSTTENSIONED SLAB PER STRUCTURAL �2' RIGID INSUUTON, BELOW UNHEATED SUBS PER STRUCT.— — — — — - I I I II � II_I - - - - - .I—III—III- _ _ _ _ = II II -1111 III -111-11 SIM —VIII ILII ILII ILII ILII ILII ILII ILII III III—III—III—III—III- _ _ _ _ =11-111-111-111-111-11 I-111-111-111-111- I n WALL ELEVATION 8 - WEST 144'-0" _LEVEL 4: 133-11 5/8" EL 3 PLATE: 132'-4 7/ — LEVEL 3: 123'-331" LEVEL 2 PLATE 121'A& — LEVEL 2: 112''7 7/8" LEVEL 1 PLATE: 111'-11/8 LEVEL 1_100'0 KEYNOTES N0. Tl 5.8 METALRAIUNGPUWDERCOATED 7.15 CEMENTTIOUS UP SIDING, B- EXPOSURE 7.16 CEMENTTIOUS BOARD; SMOOTH II ABPHALT SHINGLES, MFR; CHARCOAL II III IIIIII 11111= 2 -HR IIIIIIII- RC4 I L -11 - SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER GWB SIM VINYLWINOOWW/LOW-EGU2ING;BRCN2E VINYL WINDOW WILOW E GLAZING; BRONZE SIM FIBER CEMENT UP SIDING; EXPOSURE PER ELEVATIONS. EXT; 2x WD SND WITH SSE TYPE 'X' GWB @ INT ZXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY REO5 POSTTENSIONED SLAB PER STRUCTURAL �2' RIGID INSUUTON, BELOW UNHEATED SUBS PER STRUCT.— — — — — - I I I II � II_I - - - - - .I—III—III- _ _ _ _ = II II -1111 III -111-11 SIM —VIII ILII ILII ILII ILII ILII ILII ILII III III—III—III—III—III- _ _ _ _ =11-111-111-111-111-11 I-111-111-111-111- I n WALL ELEVATION 8 - WEST 144'-0" _LEVEL 4: 133-11 5/8" EL 3 PLATE: 132'-4 7/ — LEVEL 3: 123'-331" LEVEL 2 PLATE 121'A& — LEVEL 2: 112''7 7/8" LEVEL 1 PLATE: 111'-11/8 LEVEL 1_100'0 KEYNOTES N0. NOTE 5.8 METALRAIUNGPUWDERCOATED 7.15 CEMENTTIOUS UP SIDING, B- EXPOSURE 7.16 CEMENTTIOUS BOARD; SMOOTH 725 ABPHALT SHINGLES, MFR; CHARCOAL He IVINYL WINDOW W/ LOA/ E 3W114G; BRONZE MATERIAL LEGEND ® 4" GEMENTITIOUS SIDING- SW 7046 ANONYMOUS ® 8" GEMENTITIOUS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 7048 URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER 6 STANDARD ACCENT - ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE(2HUYERS GWB CMU BASE-BASAUTE SPLITFACE. GRAPHITE 2 -HR ASPHALTROOFSHINGLES-CHARCOAL N KEY PLAN ® w,®Z PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RABNG DESCRIPTION FIC -1 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE(2HUYERS GWB RC3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LAYER GWB RC4 1-HPMR SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER GWB RC5 1 -HR ROOF DECK, CONE. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RC8 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -7 1 -HR METALFRAMING, PROVIDE(2)UYERSGWB RCd 1 -HR METALFRAMING, PROVIDE 2 UYERSGWB WE -ib 1 -HR EXTERICRWALL-2x6 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Uescriotlon FC -1 1 -HR UNIT,18' TRUSS WI SHTH AND GYPCRETE TOPPING FC -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST WI COMPOSITE DECKING FG4 1 -HR BALCONY, 15 -MM TRUSS W/ CONCRETE TOPPING PCZ 1 -HR UNH, HE TRUSSES W/ SHTH AND GYPCRETE TOPPING FGB NR GTAIR WJOING, 2X JOIGT W/SHTH (LAP OVER PDJACENT SHTH) AND W4' GYPCRETE TOPPING FOR 1 -HR GARAC£, DOUBLE TEE W/ CONCRETE TOPPING FC8 2 -HR TRAMP, 18' MUSS W/ SHTH AND GYPCRETE TOPPING FC9 1 -HR UNIT, HEMUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. N KEY PLAN ® w,®Z PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WOla 2 -HR SHAFT ENCLOSURE- 8' CONCRETE, RE: STRUCT W4011b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT WO3a NR O'CONCRETE WALL, RE'. STRUCT WAT NR 12' CONCRETE WAIL, RE: STRUCT WD4 NR TCMU WALL W 05 2 -HR FIRE HARRIER 6' CMU WALL WE -1a 1 -HR EXTERICRWALL-2W WE -ib 1 -HR EXTERICRWALL-2x6 WE -1c 1 -HR EXTERICRWALL-248 WE2 1 -HR EXIERIORWALL-MW/ GWS ON BOTH SIDES WE3a1 11 EXTERIORWALL-(2)2x4 WE3b1 H EXTERIGRWALLDEMISING-(2)'25 WE -3c 1 H EXTERIORWALLDEMISING -(2)2x6 WE4 NR PARAPET -2x5 WE -5 1 -HR EXTERIOR 6 Stri BARRIER -24 WES IMP GENERIC WAIL WI -1a 1 -HR UNIT DEMISING, FIRE PARTTION - (2) 2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x0 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-2b 1124HR CORRIDOR, FIRE PARTITION-2AWITHRC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI.Y 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERS WD FRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERa WD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERa WD FRAMING WII 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTJNER W 2x W0 FRAMING ON ONE SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFT.INERW WWO WASHING ON ONE SIDE Wl5c 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERa WO WASHING ON EACH SIDE WI6 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD A GWB ON EACH SIDE WIA 2 -HR FIREWPIL-8'PRELASTCONCRETE Wi4a I 1 -HR IEXTERIOFl WIND 2 -HR FIREWALL - SHAFTLINERONL WII 2 -HR FIREWALL -22x WDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR O'PRECAST WL11a 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -2M WL11b 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATION, HIRE SUPPER -M WF12a 1 -HR OCCUPANCY SEPARATION. FIRE HARRIER -(2)2.x6 WALLS WI GWB WF12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WF13a 1 -HR INT.BEARINGWAIL-28 WF13b 1 -HR INT.BEARINGWAIL-2a9 WF14a NR INTERIORWALL-2X4 WF14b NR INTERIORWALL-2x8 WI -140 NR INTERIORWALL-M WF15a 11Y6HR FIRE BARRIER -2W WFiW 11Y6HR FIRE BARRIER -206 WF16a 1 -HR INTERIOR BEARING WALL -2)2x4 WF16b 1 -HR INTERIOR BEARING WALL -2)2x8 WASP 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -17 1 -HR SMO(EBARRIER-2X4 N KEY PLAN ® w,®Z PROJECT 111 ,, ■ KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, COLORADO 8020 xxw.bpM1enmm U) FEMMZ W M 5M/ LL O 00 .jO P W LL Q W Q= LU /WL V! 0C/) OO =U W _ W 0 > SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 Issue No.LWA too%CO PERM UBMn kY ra,n OmR DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Drivai By RB JT CT Cbxke4 By DMB Tma WALL SECTIONS Shots Number A6-1.8 SIM 18' TRUSSES (SPACE PER STRUCT); 3 UT BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 5/8' TYPE 'C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY SIM ROOFASSEMBLYP ADHERED TDO ROOFING MEMBRANE OVER PR ID INS ON BD (PEDKICIU FOR p7q.5 LOCATIONS) OVER RIGID INSUL (SLOPED FOR 'HOBBES) ON STRUCTSHTH R SMOVER LOW SLOPE WDA RUSSET (SPACED PER STRUCTO LAY IN CUI ER -25 (2) BATT INSUL PER ENERGY MODEL; PROVIDE (2) LAYERS 5/8" TYPE'X' GWB PER ASSEMBLY. PROVIDE MASONRY SHELF ANGLE CONT. ABOVE WINDOW HEAD VINYL WINDOW WI LMFE GLAZING: BRONZE EXT; 2x WD STUD WITH 515' TYPE'W GWB @ INT.:EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'SSIM H FLOOR ASSEMBLY ND MATGYPCRETE SURFACNGOVER q7-5.0 1l4" SOUND MATAT HARD SURFACES OVER I GRUSSETE S(SPACE PERE)ON314' SUBFLOTT OVER J 1' TRUSSES (SPACE PER STRUCT): R OF BATT INSUL PERASSEMBLY;ED ON RC SLAYER OF518'TYPE SEMBL' GYP BD ON RC DELUXE SPACED PER ASSEMBLY PROVIDE MASONRY SHELF ANGLE CONT. ABOVE WINDOW HEAD VINYL WINDOW W) LM -E GLAZING; BRONZE KEYNOTES M0, NOTE 4.1 o EXT; 2X WD STUD WITH We' TYPE'W GWB I$ INI BRICK VENEER -MODULAR SIZE, ROWLOCK, ONYX SMOOTH, SUMMIT BRICK CO. 44 I 48 BRICK VENEER BAND, ONYX SMOOTH, SUMMIT BRICK CO. SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT MASONRY SHELF ANGLE CONT. WHERE BRICK VENEER EXCEEDS 30' ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLOOR ABOVE 30' sS STEEL TUBE COLUMN, RE: STRUCTURE 145.1.1 PARTIAL HEIGHT METAL RAILINGPOWDER COATED INSUL PER ENERGY RED'SSIM CEMENTTIOUS LAP SIDING, 8 -EXPOSURE TYPE'S' CEMENTITIOUS BOARD; SMOOTH ]9 CEMENTITIOUSTRIM 720 H 22 F L CEMENTITIN FRIEME BOARD IXB FLOOR ASSEMBLY: 1 IN' GYPCRETE TOPPING OVERAT-5S N p VINYL WINDOW W/ LOW E GL121NG; BRONZE 23.0 IWAULVENTTERIMINATION 1/4" SOUND MAT AT HARD SURFACES (11/2' FIRE RATING UescrlPOon FC -1 1 -HR I GYPCRETE ELSEWHERE) ON We' SUER -OCR OVER 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 W J 18' TRUSSES (SPACE PER STRUCT); 3 12" BATT INSUL 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING PCZ 1 -HR UNIT, 1W MOSSES W/ SHTH AND GYPCRETE TOPPING PER ASSEMBLY; PROVIDE (1) LAYER OF 518' TYPE C! NR STAIR WJDING,2X JOIST W/ SHTH(LAP OVER ADJACENT SHTH) AND 3N" GYPCRETE TOPPING FGT 1 -HR GARAGE, DOUBLE TEE AS CONCRETE TOPPING GYP BD ON RC DELUXE SPACED PER ASSEMBLY 2 -HR TRASH, 10' MUSS AS SHTH AND GYPCRETE TOPPING FC® 1 -HR UNIT, 1WMUSS W/ SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. WIQb 1/bHR CORRIDOR, FIRE PARTITION-2AWITHRC WI3 — B — WlY 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERBWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERBWDFRAMING A730 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERBWDFRAMING WI -0a 2 -HR /17� SIM WI4b 2 -HR 'l VINYL WINDOW W) LOW -E GLAZING: BRONZE EXT; 2x WD STUD WITH We' TYPE W GWB cy INI SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. 11 SIM POST TENSIONED CONCRETE FOUNDATON;RE: AT -5.0 J STRUCTURAL CONIC FOUNDATION WALL, RE: STRUCT SIM A7-10 Alt 8'-0- S 012 m SUNSET ROOM 3: ry N ry p 'A O UNIT Al m 1451.1 m TYPE 'B' N O lwww 3 b QD UNIT A1.1 A51.1 TYPE 'B' d 1=III=III= - _ 1�' 1 I-II—� II 111E -11I ,. 2 � I I 1 I- =1 I I=11I= _ _ =ILL—II_ -IL=ILL=ILL=I =_=1II I -11 1 I I II I L-11 L-11 L-11 L-11 L-11 L-11 F -11=11 I=111911=111=' I I=' 11=1 JI LII I IIIJIIJIIJIL IL I—I KEYNOTES M0, NOTE 4.1 o 0 0 BRICK VENEER -MODULAR SIZE, ROWLOCK, ONYX SMOOTH, SUMMIT BRICK CO. 44 m 48 BRICK VENEER BAND, ONYX SMOOTH, SUMMIT BRICK CO. UNIT All MASONRY SHELF ANGLE CONT. WHERE BRICK VENEER EXCEEDS 30' ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLOOR ABOVE 30' sS STEEL TUBE COLUMN, RE: STRUCTURE 145.1.1 PARTIAL HEIGHT METAL RAILINGPOWDER COATED A CEMENTTIOUS LAP SIDING, 8 -EXPOSURE TYPE'S' CEMENTITIOUS BOARD; SMOOTH ]9 CEMENTITIOUSTRIM 720 PRE -FINISHED METAL GUTTER; SW 7048 URBANE BRONZE 22 F L CEMENTITIN FRIEME BOARD IXB 7,25 N p VINYL WINDOW W/ LOW E GL121NG; BRONZE 23.0 IWAULVENTTERIMINATION MARK FIRE RATING UescrlPOon FC -1 1 -HR UNIT,18' TRUSS WI SHTH AND GYPCRETE TOPPING FC -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 W BALCONY, 2x JOIST W/ COMPOSITE DECKING 3 b QD UNIT A1.1 A51.1 TYPE 'B' d 1=III=III= - _ 1�' 1 I-II—� II 111E -11I ,. 2 � I I 1 I- =1 I I=11I= _ _ =ILL—II_ -IL=ILL=ILL=I =_=1II I -11 1 I I II I L-11 L-11 L-11 L-11 L-11 L-11 F -11=11 I=111911=111=' I I=' 11=1 JI LII I IIIJIIJIIJIL IL I—I I WALL ELEVATION 9 — WEST 1 3/8" = 1-0, MATERIAL LEGEND KEYNOTES M0, NOTE 4.1 BRICK VENEER -MCOUWi SIM, RUNNING BOND, ALPINE ASH, SUMMIT BRICK CO. 4.3 BRICK VENEER -MODULAR SIZE, ROWLOCK, ONYX SMOOTH, SUMMIT BRICK CO. 44 BRICK VENEER SOLDIER COURSE- MODULAR SIZE; ONYX SMOOTH, SUMMIT BRICK CO. RE; 5IATA 0 FOR CORDELL 48 BRICK VENEER BAND, ONYX SMOOTH, SUMMIT BRICK CO. 4.11 MASONRY SHELF ANGLE CONT. WHERE BRICK VENEER EXCEEDS 30' ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLOOR ABOVE 30' 52 STEEL TUBE COLUMN, RE: STRUCTURE 5t0 PARTIAL HEIGHT METAL RAILINGPOWDER COATED TAR CEMENTTIOUS LAP SIDING, 8 -EXPOSURE M.10 CEMENTITIOUS BOARD; SMOOTH ]9 CEMENTITIOUSTRIM 720 PRE -FINISHED METAL GUTTER; SW 7048 URBANE BRONZE 22 2 'M TITOUS FASCIA 1Xiq SW 7014ELDER WHITE )23 CEMENTITIN FRIEME BOARD IXB 7,25 ASPHALT SHINGLES, MFR; CHARCOAL BA VINYL WINDOW W/ LOW E GL121NG; BRONZE 23.0 IWAULVENTTERIMINATION I WALL ELEVATION 9 — WEST 1 3/8" = 1-0, MATERIAL LEGEND ® 4" CEMENTITIOUS SIDING- SW 7048 ANONYMOUS ®IF CEMENTITIOUS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 7045 URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER S STANDARD ACCENT - ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE(2)LAYERS GWB CMU BASE-BASAUTE SPLITFACE. GRAPHITE 2 -HR ASPH4LTROOFSHINGLES-CHARCOAL N KEY PLAN ® 4 — PROJECT ROONCEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE(2)LAYERS GWB RC3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LAYER GWB RC4 1-11I SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER GWB RC5 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES ROB 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -0 1 -HR METALFRAMING, PROVIDE(2)LAYERSGWB RCS 1 -HR METALFRAMING, PROVIDE 2 LAYERSGWB WE -ib 1 -HR EXTERIGRWALL-2x0 WE -1c 1 -HR FLOORICEILING TYPE SCHEDULE MARK FIRE RATING UescrlPOon FC -1 1 -HR UNIT,18' TRUSS WI SHTH AND GYPCRETE TOPPING FC -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING PCZ 1 -HR UNIT, 1W MOSSES W/ SHTH AND GYPCRETE TOPPING FCB NR STAIR WJDING,2X JOIST W/ SHTH(LAP OVER ADJACENT SHTH) AND 3N" GYPCRETE TOPPING FGT 1 -HR GARAGE, DOUBLE TEE AS CONCRETE TOPPING FC8 2 -HR TRASH, 10' MUSS AS SHTH AND GYPCRETE TOPPING FC® 1 -HR UNIT, 1WMUSS W/ SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. N KEY PLAN ® 4 — PROJECT WALL TYPE SCHEDULE MARK FlRE RAZING DESCRIPTION WS1a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT W -011b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT WS3a NR 0"CONCRETE WALL, RE'. STRUCT WAT NR 12' CONCRETE WAIL, RE: STRUCT WD4 NR TCMU WALL W 05 2 -HR FIRE BARRIER by CMU WALL WE -1a 1 -HR EXTERIGRWALL-2W WE -ib 1 -HR EXTERIGRWALL-2x0 WE -1c 1 -HR EXTERICRWALL-24I WE2 1 -HR EXTERIOR WALL -29W/ GWB ON BOTH SIDES WE3a1 11 EXTERIORWALL-(2)2x4 WE3b1 H EX1FERIORWALLDEMISING-(2)'145 WE -3c 1 H EX1FERIORWALLDEMISING-(2)2x8 WE4 NR PARAPET -2x5 WE -5 1 -HR EXTERIOR 6 SMOKE BARRIER -24 WES 1 -HR GENERIC WAIL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x0 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WIQb 1/bHR CORRIDOR, FIRE PARTITION-2AWITHRC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERBWDFRAMING WlY 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERBWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERBWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERBWDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERS WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTUNER W 2x WD FRAMING ON ONE SIDE WISIK 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTLINER W 2e WD FRAMING ON ONE SIDE WISc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH SIDE WI6 2 -HR SHAFT ENCLOSURE, 8 -PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD A GWB ON EACH SIDE WIS 2 -HR FIREWALL-8-PRE-CASTCONCRETE WI-Sa 1 -HR EXTERIORWALL-28 WIND 2 -HR FIREWALL - SHAFTLINERONL WII 2 -HR FIREWALL -22x WDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR IF PRECAST WI -11a 1 -HR OCCUPANCY SEPARATOR, FRE BARRIER -2x4 WI -11 1 -HR OCCUPANCY SEPARATION, RE BARRIER -211 WI -11C0 1 -HR - OCCUPANCY SEPARATION, HFIRE BARRIER 241 WI-12a2e 1 -HR OCCUPPNCYSEPARATION. FIRE BARRIER -(2) (2) 29 WALLS AS GWB WI -12t, 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WPLLT AS GWB WI -13a 1 -HR INT.BEARINGWAIL-29 WI -13b 1 -HR INTERUORWGWAIL-29 NI -14a NR INTERIORWALL-2X4 WF10 NR INTERIORWALL-29 WI -1% NR INTERIOR WI 11Y6HR FIREBARRIER-2W LER-2*9 WFiW -1% 11Y6HR FIREBPRRIER-29 WI -16a 1 -HR INTERIOR BEARING WALL -2)2x4 WI -16t, 1 -HR INTERIOR BEARING WALL- 2)29 WI -16c 1 -HR INTERIORL-(2)29 WI -17 1 -HR SMOKEBARRIER-2X4 N KEY PLAN ® 4 — PROJECT 111 ,, ■ KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, COLORADO MMIS xxw.bpM1enmm U) FEMM Z W M LL GO 00 .jO P W w �C/ LL Q W Q= LU ew of/Wu V! 0 C/) O O =U W _ W 0 > W �M� V SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. DatakTSUBM�k MM My r DJV Pmgd Designer DMB tm 08.28.2020 Job Number 218094 RB JT CT CbxkeE By DMB eeeeeee WALL SECTIONS [SheMameer 146-1.9 UNIT B3e �� TTAYY5PP2fi b m 0 B ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24' MIN FROM EXT WALL AND EAVE AND EITHER SIDE OF RIDGES AND 44' 1 TU' L VALLEYS) OVER ROOF SHTH OVER PITCHED WD TRUSSES PER STRUCT: DAY IN MIN. R30 BATT PER ENERGY RED'S; PROVIDE are TYPE'CGYP BD OVER RC DELUXE SPACED PER ASSEMBLY. -- SIM I r- FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. r SIM A]EB EXT2xSD WITH 5/8'TYPE '%' GAS T;EXT SHTR PER STRUCT. FILL CAVITY WITH R-211BATT INSUL PER ENERGY REQS ] SIM FLOORASSEMBLY:11/4'GYPORETETOPPINGOVER B3 BALC - D114' SOUND MWTAT HARD SURFACES (1112" AI GYPCRETE ELSEWHERE) ON 304" SUBFLOOR OVER 1S' TRUSSES (SPACE PER STRUCT); 31/2' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF SIB' TYPE C' r- •� GYP BD ON RC DELUXE SPACED PER ASSEMBLY FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. FLOOR ASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER STRUCTURAL I FCS BRICK VENEER: ALPINE ASH: IAKEWOOD BRICK CO. L --- - i 2 SIM A]-7.4 Wlnb WE-ib1 11 L - .J PROVIDE MASONRY SHELF ANGLE CONT. MOVE WINDOWHEAD 8 SIM A76,0 LEVEL 3 CUT OUT OF SECTION; SIMILAR TO LEVEL 2 BIM 7 A73D FLOOR ASSEMBLY :11/4' GYPORETE TOPPING OVER 114' SOUND WT AT HARD SURFACES (1112" GYPCRETE ELSEWHERE) ON 304" SUBFLOOR OVER 18' MOSSES (SPACE PER STRUCT); 31/2' BATT INSUL UNIT B3e B3 BALC - E PER ASSEMBLY; PROVIDE (1) LAYER OF SIB' TYPE C' A52.6 GYP BD ON RC DELUXE SPACED PER ASSEMBLY TYPE 'B' " 1 u I e FIBER LIP SIDING; EXPOSURE PER ELEVATIONS. FLOOR ASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER STRUCTURAL r I I `G1 I PC 3 I BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. WI -0b E-1 I I L -----J PROVIDE MASONRY SHELF ANGLE CONT. MOVE � UNIT B3e.7 A52.B TYPE'B' 8 m O F F w IT UNIT B3e A5-2.6 TYPE'B' d � p mG WINDOW HEAD FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. 8 SIM 133 BALC - F A76.0 T SIM A73.0 FLOORASSEMBLY: 1114' GYPCRETE TOPPING OVER 1/4- SOUND MAT AT HARD SURFACES N 112- •� GYPCRETE ELSEWHERE)ON 3r4-SUBROOR OVER 18" TRUSSES (SPACE PER STRUCT): 3112' BATT INSUL - PER ASSEMBLY; PROVIDE (1) LAYER OF 518' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY FLOOR ASSEMBLY: COMPOSITE DECKING OVER Sir FRAMING PER STRUCTURAL FC3 I I Sim AT -z4 8 SIM AZB.D POSTTENSIONEDCONCRETE FOUNDATION; RE: STRUCTURAL w BALL - C POST TENSIONED SLAB PER STRUCTURAL FIBER CEMENT LAP SIDING: EXPOSURE PER ELEVATIONS. SIM E -Ib A773 2- RIGID INSULATION, BELOW UNHEATED BLABS PER J STRUCT. 6 SIM A]-6.0 ROOF PIATE:144'_0 3/4" LEVEL 4: 133'-115 - LEVEL 3 PLATE: 132'_47/8" - LEVEL2:112'_77/8 LEVEL 1 PLATE: 111'_11/8" LEVEL 1: IN'-" BASEMENT PLATE: 98'3 3/4' WALL ELEVATION 10 - NORTH 1 3/8a IF 11.0" BASEMENT: 89'_25'8" MATERIAL LEGEND KEYNOTES NO. NOTE 4.1 BRICK VENEER - MODULAR SIZE RUNNING BOND, ALPINE ASH, SUMMIT BRICK CO. 44 BRICK VENEER SOLDIER COURSE- MODULAR SIZE ONYX SMOOTH, SUMMIT BRICK CO. RE: 5/A]-0.0 FOR CORDELL 46 4%8X16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 4.7 BRICK VENEER -MODULAR SIZE, STANDARD ACCENT, ONYXSMOOTH, SUMMIT BRICK CO. 4.11 MASONRY SHELF ANGLE CONT. WHERE BRICK VENEER EXCEEDS 39 ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLOOR ABOVE 30' 56 METAL RAILING -POWDER COATED 5]0 PARTIAL HEIGHT METAL RAILINGPOWDER COATED ]15 CEMENTTIOUS LAP SIDING, 8' EXPOSURE ]H PRE -FINISHED METAL DOWNSPOUT, SW 7040 URBANE BRONZE 723 LEMENTITIOUS FRIEZE BOARD I X8 725 ASPHALT SH INGLES MFR CHARCOAL ] 2] LEMENTTIOUS FRIEZE BOARD 1X4 )30 ITHRU WALL METAL SCUPPER SLEAVE WELDED WATERTIGHT MATERIAL LEGEND ® 4' CEMENTITIOUG SIDING- SW 7046 ANONYMOUS ® 8' CEMENTITIOUS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 704A URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER B STANDARD ACCENT -ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE(2)LAYERS GWB CMU BASE-BASAUTE SPLITFACE. GRAPHITE 2 -HR ASPHALTROOFSHINGLES-CHARCOAL N KEY PLAN ® W®Z — PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE(2)LAYERS GWB RL3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LAYER GWB RL4 FHPMR SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER GWB RLI 1 -HR ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RLI 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RL -7 1 -HR METALFRNMING, PROVIDE(2)LAYERSGWB RL3 1 -HR METALFRNMING, PROVIDE 2 LAYERSGWB WE -ib 1 -HR EXTERIORWALL-2x0 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING wscrio on FL -1 1 -HR UNIT, 18- TRUSS WI SHTH AND GYPCRETE TOPPING FL -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FLS NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FG5 1 -HR UNIT, 18 -MOSSES W/ SHTH AND GYPCRETE TOPPING FGB NR STAIR WJDING,2X JOIST W/ SHTH(LAP OVER ADJACENT SHTH) AND 314' GYPCRETE TOPPING FIC -7 1 -HR GPRAC£, DOUBLE TEE W/ CONCRETE TOPPING FG8 2 -HR TRASH, 10' MUSS AS SHIN! AND GYPCRETE TOPPING FG9 1 -HR UNIT, 18 -MUSS W/ SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. N KEY PLAN ® W®Z — PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WK1a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRICT WK1b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10 -CONCRETE FIRE WALL, RE: STRUCT W4Xya NR 8 -CONCRETE WALL, RE'. STRUCT WAT NR 12- CONCRETE WALL, RE: STRUCT WD4 NR TCMU WALL W05 2 -HR FIRE BARRIER by CMU WALL WE -1a 1 -HR EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-2x0 WE -1c 1 -HR EXTERICRWALL-243 WI FHR EXTERIOR WALL -29W/ GWB ON BOTH SIDES WE3a1 11 EXTERIORWALL-(2)2rA WE3b1 N EXTERIORWALLDEMISING-C)M WE -3c 1 N EXTERIORWALLDEMISING -(2)2x8 WE4 NR PARAPET216 WE-5 1 -HR EXTERIOR 6 SMO(E BARRIER -24 WEAR 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x0 III 12 -HR CORRIDOR, FIRE PARTITION2x4 VI 1IbHR CORRIDOR, FIRE PARTITION-2x8WITHRC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING VI 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING VI 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING III 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERS WD FRAMING III 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING III 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFFUNER W 2x WD FRAMING ON ONE SIDE WIH% 2 -HR SHAFTENCLOSURE, FIRE BARRIER -SHAM -111I FRAMING ON ONE SIDE WI -5c 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERS WD FRAMING ON EACH SIDE W16 2 -HR SHAFT ENCLOSURE, 8 -PRECAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD It GWB ON EACH SIDE WI3 2 -HR FIREWALL-8-PRECMTCONCRETE VI 1 -HR EXTERICRIII WIND 2 -HR FIREWALL - SHAFILINERONL III 2 -HR FIREWALL -22x WDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE: STRUCT WI -10 NR 8 -PRECAST WI -11a FIAR OCCUPANCY SEPARATION FRE BARRIER -2W WNib FIAR OCCUPANCY SEPARMFON, FRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -243 VI 1 -HR OCCUPANCY SEPARATION. FIRE BARWER-(2)2.x8 WALLS AS GWB VI FIAR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS AS GWB VI FIAR INT.BEARINGWPII-28 VI FIAR INT.BEARINGWAII-tel VI NR INTERIORWALL-2X4 VI NR INTERIORWALL-2v9 WI -140 NR INTERIORWALL-2✓8 VI 1 lcl-HR FIRE BARRIER -2W 111 11Y6HR FIRE BARRIER -2a6 VI 1 -HR INTERIOR BEARING WALL- 2)2x4 VI 1 -HR INTERIOR BEARING WALL- 2)2x8 WI -16c 1 -HR INTERIOR BEARING WALL -(2)2X8 WI -1] 1 -HR SMDKEBAJKK1M-2X4 N KEY PLAN ® W®Z — PROJECT 111 ,, ■ KEPHART community • planning aarchitacturs 25M WALNUT STREET DENVER, COLORADO NVI xxw.bpM1enmm FEMM Z MM M 5W / LL00 O .jO Pw Qw moo_/ LL Q W Q= LU w v, D 0 F— C/)O Ow =U _ w 0 > W �M� V SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 Issue No.LWAM tW%CO PEfRM UBMn kraa Dm,a DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Drimem By RB JT CT xME By DMB FAIR WALL SECTIONS SAeMNamber A6-1.10 WALL SECTION 11 - ROOF ASSEMBLY; ADHERED TPO ROOFING BRICK VENEER -MODULAR SIZE ROWLOCK ONYX SMOOTH, SUMMIT BRICK CO. 44 BRICK VENEER SOLDIER COURSE- MODULAR SIZE ONYX SMOOTH, SUMMIT BRICK CO. RE CA7-0 0 FOR CCRBELL 46 MEMBRANE OVER PROTECIMON BD (AT RIGID INSUL 4.7 BRICK VENEER-MCOULPR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMIT BRICK CO. 7.14 LEMENTTIOUS IAP SIDING. 4' EXPOSURE LOCATIONS) OVER RIGID INSUL (SLOPED FOR LEMENTTIOUS LAP SIDING, B' EXPOSURE 722 LEMENTITIOUS FASCIA I XI O: SW 7014 ELDER WHITE 7.27 DRAINAGE) ON STRUCT SHTH OVER LOW SLOPE WD 7.29 LEMENTITIOUS FRIEZE BOARD IXI2 BA VINYL WIN DOW WILOW EGL121NG; BRONZE 23.0 TRUSSES (SPACED PER STRUCT): FILL CAVIT FULL OF METALFRAMING, PROVIDE(2)LAYERSGWB RLS 1 -HR METALFRAMING, PROVIDE 2 LAYERSGWB WE -ib LOOBe FILL INSULATION MIN R-25 PER ENERGY EXTERIORWALL-2x8 WE -1c 1 -HR RC -2 MARK MODEL PROVIDE (2) LAYERS 618' TYPE 'X GWB PER Uescrlp0on FL -1 1 -HR UNIT,18' TRUSS WI SHTH AND GYPCRETE TOPPING FL -2 ASSEMBLY._ _ _ _ CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FL3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FC5 1 -HR �Sim A730 CLOSED-CELUR L SPRAY POLYURETHANE FOAM AND AIR NR STAIR LANDING, 2x JOIST W/ SHTH(CAP OVER ADJACENT SHTH) AND 3N" G TOPPING FG -7 1 -HR OUBLEEE GRASH,1'MUSSTEEW/CONCRETE BA TO UNDERSIDE BARRIER; 2 -HR TRASH,1 GYPICOPPING GW/GHTAND FG9 1 -HR MUSS GYP EETTOPTOPPING UNIT, -25INS TRUSS W) SHTH AND GYPCRETE TOPPINGANDMIN R-251NSUL. OWNP PERIMETER FO AND DOWN PERIMETER OF TRUSS TO TOP la -HR CORRIDOR, FIRE PARTITION-2x6WITIAM WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING TELKAND PLATE, PER IBC 2018, TABLE 1203; INSTALL PER MFR. 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING SPECS 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERS WD FRAMING FIBER CEMENT LAP SIDING; EXPOSURE PER 2 -HR EXIT ENCLOSURE, FIRE BARRIER- GHAFTUNERSWD FRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTUNER W 2x WD FRAMING ON ONE SIDE ELEVATIONS, 2 -HR SHAFT ENCLOSURE, FIRE BANKER -SHAFTUNER W 2e WD FRAMING ON ONE SIDE WISc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERS WD FRAMING ON EACH SIDE SIM 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD A GWB ON EACH SIDE VOS 2 -HR FIREWALL-8-PRE-CASTCONCRETE WIIlv 1 -HR EXTERICRWALL-28 WIND A7-5.1 FIREWALL - SHAFRINERONL WIRa 2 -HR FIREWALL -22x HADWALL ONLY) Wit 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 VINYLWINDOWW/LOW.EGLAZING;BRONZE 8'PRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x4 WL111D 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 @ o Q All 1 -HR 1 SIM a m 3 AS -0.0 - INT.BEARINGWPIL29 A]-5.1 1R INTGWAIL-29 WI-WI-14aN NR PES' WF10 NR INTERIORWALL-29 WI -140 NR WIH1% 11Y6HR FINE BAR EN-Se9 FIRE BARRIER -2W FIBER CEMENT IAP SIDING; EXPOSURE PER 11Y6HR FINE BARRENINTERIOR WFiOa 1 -HR INT INTERIOR BEARING WALL -2)2x4 WFiOb ELEVATIONS. INTERIOR BEARING WALL- 2)29 WI 1 -HR BEARING L-(2)29 INTERSMOK -17 WI -17 1 -HR EXT; 2x WD SND WITH 518" TYPE X' GWB Q INT E%T SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S FLOOR ASSEMBLY. 11/4' GYPCRETE TOPPING OVER V4' SOUND MAT AT HARD SURFACES (11/2' N q CR GYPETE ELSEWHERE) ON 34' SUBR-COR OVER tr 18"TRUSSES (SPACE PER STRUCT); 3 VT BATTINSUL O FC -1 PER ASSEMBLY: PROVIDE (1) LAYER OF 518' TYPE'C _ E1b GTP BD ON RC DELUXE SPACED PER ASSEMBLY SIM L- A7-5.1 VINYL W INDOW WI LOW E GLAZING; BRONIE a LEVEL 3 CUT OUT OF SECTION; SIMILAR TO LEVEL 2 SIM A] 50 EXT; 2x WD SND WITH 5B'TTPE R' GWB ®INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R 21 BATT INSUL PER ENERGY REO'S H 416 ER' BRICK VENEER: DARK COLOR; LAKEWOOD BRICK CO. FGi E-1 W FLOOR ASSEMBLY1A GYPCRETE TOPPING OVER NDMATA V4' SOUNDMATHARD SURFACES (11/2' — — — -TV ES(SPACEPE) ONS/4'SUBFl-DOR OVER TRUSSES 18" TRUSSES (SPACE PER STRUCT31IT BATT INSUL PER ASSEMBLY, PROVIDE (1) LAYER C' ATYPE GYP BD ON RC DELUXE SPACED PER ASSEMBLY SIM 6 A75D SIM 12 A] -5D AO.1 VINYL WINDOW WI LOW -E GLAZING; BRONZE ;7170 le PEE' OSIM e 11 z A]-5.0 EXT: 2x WD SND WITH SW TYPE R' GAS @INT.;EXT SHTH PER STRUCT, FILL CAVITY WITH R-21 BATT INSUL PER ENERGY REO'S BRICK VENEER: DARK COLOR: LAKEWOOD BRICK CO. r L J H O Gt E-1 9 FLOOR ASSEMBLY; 11/4' GYPCRETE TOPPING OVER 14' SOUND MAT AT HARD SURFACES (11/2' GYPCRETE ELSEWHERE) ON 34' SUBR-COR OVER SIF PER 3 IAT L 6 R ASSEMBSSES LY: PROVIDE (SPACE 1) OF 518 PE'C A750 GTP BD ON RC DELUXE SPACED PER ASSEMBLY AQ VINYL WINDOW W/ LOW E GLAZING; BRONZE 3 A5—i.0 PEE u = EXT; L WD SND WITH SW TYPE R' GAS ®INT.;EXT ; SHTH PER STRUCT, FILL CAVITY WITH R-21 BATT INSUL PER ENERGY REO'S a SIM 10 A75.0 L J SPLITFACE CMU BASE W/ PRECAST WATER TABLE: ar p I BASAUTE, GRAPHITE Sim WALL SECTION 11 - 3/8" = i, -O,. BRICK VENEER -MODULAR SIZE ROWLOCK ONYX SMOOTH, SUMMIT BRICK CO. 44 BRICK VENEER SOLDIER COURSE- MODULAR SIZE ONYX SMOOTH, SUMMIT BRICK CO. RE CA7-0 0 FOR CCRBELL 1- IR - PARAPET 1: 147'-83/4 - _ROOF PLATE: 144'-03/4 - _LEVEL 4: 133'-11 S' LEVEL 3 PLATE: 132'.47/8 - _ LEVEL 2: 112''77/8 LEVEL 1 PLATE: 111'-11/8 LEVEL 1_100'-0" BASEMENT PLATE: 98'-33/8 - BASEMENT: 89'.25r8 WALL 1 3/81,= T-0" ELEVATION 11 NOTE - NORTH BRICK VENEER -MODULAR SIZE ROWLOCK ONYX SMOOTH, SUMMIT BRICK CO. 44 BRICK VENEER SOLDIER COURSE- MODULAR SIZE ONYX SMOOTH, SUMMIT BRICK CO. RE CA7-0 0 FOR CCRBELL 46 MATERIAL LEGEND KEYNOTES No. NOTE 4.3 BRICK VENEER -MODULAR SIZE ROWLOCK ONYX SMOOTH, SUMMIT BRICK CO. 44 BRICK VENEER SOLDIER COURSE- MODULAR SIZE ONYX SMOOTH, SUMMIT BRICK CO. RE CA7-0 0 FOR CCRBELL 46 4MX16 CONCRETE MASONRY UNIT, WITH PRECAST WATERTABLE 4.7 BRICK VENEER-MCOULPR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMIT BRICK CO. 7.14 LEMENTTIOUS IAP SIDING. 4' EXPOSURE 7.15 LEMENTTIOUS LAP SIDING, B' EXPOSURE 722 LEMENTITIOUS FASCIA I XI O: SW 7014 ELDER WHITE 7.27 LEMENTITIOUS FRIEZE BOARD I X4 7.29 LEMENTITIOUS FRIEZE BOARD IXI2 BA VINYL WIN DOW WILOW EGL121NG; BRONZE 23.0 WALL VENTTERMINATON MATERIAL LEGEND ® 4' LEMENTITIOUG SIDING- GW 7048 ANONYMOUS ® 8' LEMENTITIWS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 7048 URBANE BRONZE 1 -HR BRICK VENEER - ALPINE ASH RC -2 BRICK VENEER B STANDARD ACCENT - ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE(2)IAYERS GWB CMU BASE-BASPLITE SPLITFACE. GRAPHITE 2 -HR ASPHALT ROOFSHINGLES-CHARCOAL N KEY PLAN ® 4 — PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RICA 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE(2)IAYERS GWB RLS 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LATER GWB RL4 1-HPMR SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER GWB RL5 1 -HR ROOF DECK, CONC. PAVERS ON PEDESTALGYGTE SLOPED RCI TRUSSES RIDS 1 -HR ER UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC OEWXE RL -7 1 -HR METALFRAMING, PROVIDE(2)LAYERSGWB RLS 1 -HR METALFRAMING, PROVIDE 2 LAYERSGWB WE -ib 1 -HR EXTERIORWALL-2x8 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Uescrlp0on FL -1 1 -HR UNIT,18' TRUSS WI SHTH AND GYPCRETE TOPPING FL -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FL3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FC5 1 -HR UNIT, 1W TRUSSES W/ SHTH AND GYPCRETE TOPPING FCB NR STAIR LANDING, 2x JOIST W/ SHTH(CAP OVER ADJACENT SHTH) AND 3N" G TOPPING FG -7 1 -HR OUBLEEE GRASH,1'MUSSTEEW/CONCRETE FC8 2 -HR TRASH,1 GYPICOPPING GW/GHTAND FG9 1 -HR MUSS GYP EETTOPTOPPING UNIT, -25INS TRUSS W) SHTH AND GYPCRETE TOPPINGANDMIN R-251NSUL. N KEY PLAN ® 4 — PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- 8' CONCRETE, RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT WO3a NR 8'CONCRETE WALL, RE'. STRUCT WAT NR 12' CONCRETE WAIL, RE: STRUCT WD4 NR TCMU WALL W05 2 -HR FIRE BARRIER. by CMU WALL WE -la 1 -HR EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-2x8 WE -1c 1 -HR EXTERICRWALL-243 WE2 1 -HR EXTERIOR WALL- M WI GWB ON BOTH SIDES WE3a1 11 EXTERIORWALL-(2)2x4 WE3b1 H EXTERIORWALLDEMISING-(2)M WE -M 1 H EXTERIORWALLDEMISING-(2)2x8 WE4 NR PARAPET -2x5 WE -5 1 -HR EXTERIOR 6 SMOKE BARRIER -2x6 WES UHR GENERIC WAIL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x6 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-21K la -HR CORRIDOR, FIRE PARTITION-2x6WITIAM WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WLY 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERS WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- GHAFTUNERSWD FRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTUNER W 2x WD FRAMING ON ONE SIDE WISIK 2 -HR SHAFT ENCLOSURE, FIRE BANKER -SHAFTUNER W 2e WD FRAMING ON ONE SIDE WISc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERS WD FRAMING ON EACH SIDE W16 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD A GWB ON EACH SIDE VOS 2 -HR FIREWALL-8-PRE-CASTCONCRETE WIIlv 1 -HR EXTERICRWALL-28 WIND 2 -HR FIREWALL - SHAFRINERONL WIRa 2 -HR FIREWALL -22x HADWALL ONLY) Wit 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR 8'PRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x4 WL111D 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -243 WF12a 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)29 WPLLSWI GWB WF12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLS AS GWB WF1 1-HR - INT.BEARINGWPIL29 WF1M3b 1R INTGWAIL-29 WI-WI-14aN NR INTERUORWERIORWALL-2X4 WF10 NR INTERIORWALL-29 WI -140 NR WIH1% 11Y6HR FINE BAR EN-Se9 FIRE BARRIER -2W WFiSb 11Y6HR FINE BARRENINTERIOR WFiOa 1 -HR INT INTERIOR BEARING WALL -2)2x4 WFiOb 1 -HR INTERIOR BEARING WALL- 2)29 WI 1 -HR BEARING L-(2)29 INTERSMOK -17 WI -17 1 -HR BARRIER-2X4R SMOKE BARRIER -2X4 N KEY PLAN ® 4 — PROJECT 111 ,, III, KEPHART community • planning •architecture 25M WALNUT STREET DENVER, CCLOMDO WIMS xxw.bpM1enmm U) FEMM Z W "' 5 / LL00 O P IO1 W w �C/ LL Q W Q= U w � C0 D OOw =U _ w 0 > W �M� V I� SOF 0040 D N 037 4 �SFD ARC`F. 03.25.2021 No. Data Issue 10,10.19 too%CO 0928.20 PERM UBMITTK Y r 9 n O AS r DJV Pmgd Designer DMB N 08.28.2020 Job Number 218094 Emem By RB JT CT xM4 By DMB Tma WALL SECTIONS SAeMNamber A6-1.11 RC DE SIM A]-3.2 ____J FIBER MBLY: COMPOSITE SHINGLES OVER FELT AND WATER SHIELD 24' MIN FROM EXT IAP SIDING: EXPOSURE PER r SIM A]5.1 L. .J VINYL WINDOW W/LOU/-E GYBING; BRONZE 5 SIM m D a a Z UNIT B2e AMS A584 EXT:2x WD STUD WITH 59" TYPE'X MIS 6I1 TYPE SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S FLOOR ASSEMBLY.1 1/4" GYPCRETE TOPPING OVER V4" SOUND MATAT HARD SURFACES (1 117 GYPCRETE ELSEWHERE) ON 34' SUBFLOOR OVER 18' TRUSSES (SPACE PER STRUCT): 31I BATTINSUL L J PER ASSEMBLY; PROVIDE (1) LAYER OF SM' TYPE GYP BD ON RC DELUXE SPACED PER ASSEMBLY N u, BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. F61 E -ib PROVIDE MASONRY SHELF ANGLE COM. ABOVE WINDOW HEAD B SIM PROVIDE MASONRY SHELF ANGLE COM. L. AT5.8 PROVE WINDOW HEAD AT LEVELS J VINYL WINDOW W/ LOW -E GLAZING; BRONZE IS LEVEL 3 CUT OUT OF SECTION; SIMILAR TO LEVEL 2 11 SIM A75U EXT; 2x WD STUD WITH SAE TYPE'X' GWB @ IM.;EM SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S UNIT 132e r FLOCK ASSEMBLY: 11/4" GYPCRETE TOPPING OVER 1ME SOUND MAT AT HARD SURFACES N IVT AS2A GYPCRETE ELSEWHERE) ON 3/4' SUBFLOOR OVER TYPE L 18' TRUSSES (SPACE PER STRUCT); 31?BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 5IB" TYPE' C' N O GYP BD ON RC DELUXE SPACED PER ASSEMBLY FC -1 Edb — — — — — — — — m BRICK VENEER: ALPINE ASH: LAKEWOOD BRICK 00. 8 SIM 3 _ • A75.0 O f ; , 12 SIM A7 -5U iI VINYL WINDOW W/ LOW E GLAZING; BRONZE UNIT 1329.1" ' IM AS 2A Q O TYPE TT IJ y 4 O <2C�j> <LE i b O m UNIT 132e A53A FLOCK ASSEMBLY:1 1/4" GYPCRETE TOPPING OVER J 1/4" SOUND MAT AT HARD SURFACES N IVT GYPCRETE ELSEWHERE)ON 3/4' SUBFLOOR OVER 18' TRUSSES (SPACE PER STRUCT); 31? BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 5IB" TYPE C' _GYP BD ON RC DELUXE SPACED PER ASSEMBLY_ BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. -,SIM VINYL WINDOW W/ LOU/ -E GLAZING; BRONZE SIM �y BRICK VENEER: ALPINE ASH: LAKEWOOD BRICK CO. L JII NE -1 POST -TENSIONED CONCRETE FOUNDATION; RE: til— STRUCTURAL SIM CF(`TI(l1\1 17 - NinPTI-I WALL ELEVATION 12 - NORTH 1 318" = i r_0e n LEVEL 4:133'-115/ _ LEVEL 2: 112'-7 718" LEVEL 1 PLATE: 111'.11/8 LEVEL 1_100'-0" BASEMENT: 89'-2518" KEYNOTES NO. NOTE 4.3 BRICK VENEER -MODULAR SIZE ROWLOCK, ONYX SMOOTH, SUMMIT BRICK CO. 44 BRICK VENEER SOLDIER COURSE- MODULAR 512E ONYX SMOOTH, SUMMIT BRICK CO. RE: 5/A]-0.0 FOR CORDELL 4.7 BRICK VENEER - MODULAR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMIT BRICK CO. 411 MAKOMY SHELF ANGLE CONT WHERE BRICK VENEER EXCEEDS 30 ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLOOR PROVE 30' ]20 PRE{INISHED METAL GUTTER; SW 7048 URBANE BRONZE T22 CEMENTmOUS FASCIA 1X10; SW 7014 ELDER WHITE T23 CEMENTTIOUS FRIEZE BOARD 1X8 ]25 ASPHALT SHINGLES, MFR; CHARCOAL 7.27 CEMENTITIOUS FRIEZE BOARD 1X4 84 VINYL WINDOW W/ LOW E GLAZING; MCNZE 23.8 IWALL VENT TERMINATION MATERIAL LEGEND ® 4" CEMENTITIOUS SIDING- SW 7046 ANONYMOUS ® 8" GEMENTITIMS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 7M URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER B STANDARD ACCENT - ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE(2)LAYERS GWB CMU BASE-BASAUTB SPLITFACE. GRAPHITE 2 -HR ASPHALTROOFSHINGLES-CHARCOAL KEY PLAN ® 4 — PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE(2)LAYERS GWB RC3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LAYER GWB RC4 1-11PMR SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER GWB RL5 1 -HR ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RL5 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RL -7 1 -HR METALFRNMING, PROVIDE(2)LAYMSGWB RL3 1 -HR METALFRNMING, PROVIDE 2 LAYMSGWB WE -ib 1 -HR EXTERICRWALL-2x0 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Descriotlon FL -1 1 -HR UNIT,18" TRUSS WI SHTH AND GYPCRETE TOPPING FL -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FL3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FG4 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FG5 1 -HR UNIT, 11F MOSSES W/ SHTH AND GYPCRETE TOPPING FGB NR STAIR LANDING, 2x JOIST W/ SHTH(LAP OVER ADJACENT SHTH) AND 3l4" GYPCRETE TOPPING FO7 1 -HR GAJI DOUBLE CONCRETE TOPPING FG8 2 -HR RASH,1'MUSSTEEW/ TRASH, 18' 'TRUSSW/SHTH GYP TOPPING FG9 1 -HR AND G)T REMTMETE UNIT, TRUSS W) SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. KEY PLAN ® 4 — PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WU1a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT WU1b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WO31 NR 0"CMCRETE WALL, RE'. STRUCT WAT NR 12' CONCRETE WALL, RE: STRUCT WD4 NR TCMU WALL W05 2 -HR FIRE BARRIER V CMU WALL WE -1e 1 -HR EXTERICRWALL-2W WE -ib 1 -HR EXTERICRWALL-2x0 WE -1c 1 -HR EXTERICRWALL-248 WE2 1 -HR EXTERIOR WALL -MW/ GWB ON BOTH SIDES WE3a1 H EXTERIORWALL-C)2x4 WE3b1 H EXTERIORWALLDEMISING-C)M WE -M 1 H EXTERIORWALLDEMISING -(2)2x8 WE4 NR PARAPET2x6 WE-5 1 -HR EXTERIOR 6 SI BARRIER -2x6 WE5 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x6 WI -2e 124HR CORRIDOR, FIRE PARTITION2x4 W 12 WITH RC WI3 143 -HR 2 -HR FIRE BARRIER EXIT ENCLOSURE, FIRE BARRIER- SHAFTNERSWDFMING EXIT ENCLOSURE, MKSMKS2-HR x828.SOMM EXIT ENCLOSURE, FIRE BARRIER- SHAFTULINERSWDFRAMMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFMMING 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERS WD FRAMING 1,1 W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERBWD FRAMING Wl-0 2 -HR RE RIER WD FRAMING EXITSHA ENCLOTENCL WI5s 2 -HR SURE, RIE - SHAFINERB FIRE BARRIER-BHAFRINERW 2x WD FIRE FRAMING ON ONE SIDE FRAMING ON ME WISb 2 -HR BARRIER -SHAFRINERW 2e WD SHAFT ON ME FRAMING ON ONE SIDE Wlbc 2 -HR SHAFT ON EACH FIREBARRIER- BHAFTLINERB WD FRAMING ON SIDE W16 2 -HR SHAFT ENCLOSURE, B' SUR WHI 2 -HR SHAFTENCLOSURE2e WDSTUT EACH SIDE WI3 2 -HR TCONCR&GWBON FIRERJORW'PRELASTCONCRETE WIND 1 -HR EXTERIOR WALL -28 WI8 2 -HR FIREWALL -(2)2x TLINERMD 2-HR LLO WALL FIRE DWALL ONL 1,09WiR W124 2N R SHAFT ENCL0.5URE-0"CONCRETE, RE: STRUCT SHAFT ENCLOSURE NR BE PRECAST WNia IPl 1 -HR E BARER -2x4 OCCUPANCY SEPARATION, RRI WI -11 1 -HR OCCUPANCY SEPARATION, FIRE RI E BARER - 28 WI -11C0 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER - WF12e 1 -HR OCCUPPNCYSEPARATION. FIRE B4RWER- (2) (2)2.x8 WALLS W/ GWB WF126 1 -HR OCCUPPNCYSEPARATION, FIRE BMRIER-(2)2v8 WALLS W/ GWB WF13e 1 -HR INT.BEMINGWPII-28 WF136 1R INT.BE Y2INGWAII-2x8 WF14e N NR INTERIORWALL-2X4 WF146 NR INTERIORWALL-M WI -140 NR INTEBAME WFi5e 11Y6HR -2*1 FIREBAMER-2W WNW 11 FIRE WNBe -HR 1 -HR IORBEARING INTERIOR BEARING WALL -(2)2x4 WFifiE 1 -HR INTERIOR BEARING WALL- 2)2x8 WI 1 -HR WALL -(2)2x8 INTERSMOK WI -17 -17 1 -HR BARRIBEARING SMOKE BARRIER -2X4 KEY PLAN ® 4 — PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO RIMS xxw.bpM1enmm FEMM Z W M 5M/� LL O 00 .jO P W w �C/ LL Q W Q= U � /w� V ! D 11l-^ V! OOw =U _ w 0 > W �M� V E� SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. DateL�T�UBM�k mte.18 x828.SOMM In MR r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Dram By RS JT CT Weriti DMB rma WALL SECTIONS 6-1.12 LA a•R• UNIT 82e B2 BALC • H a8 0 Z AS 2A 3 TYPES' b r 23' 3/8'. = 1'-0" 1/4•/ B2 BALC • H FG3 LAY IN MIN. R-30 BATT PER E 518• TYPE 'C• GYP BD OVER FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. FIBER CEMENT IAP SIDING: EXPOSURE PER `—S4EVATIONS. 0 VINYL WINDOW W1LOW-E GLAZING: BRONZE 0 SIM 0 EXT 2x WDSTUD WITH SC"VITYWIGWB 1 BATT T ISHTHNSU PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY REDS FLOOR ASSEMBLY. 1114" GYPCRETE TOPPING OVER 1AP SOUND MATAT HARD SURFACES (1 1? GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER X18' TRUSSES (SPACE PER STRUCT): 310 BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 5B' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY FLOOR ASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER STRUT SIM 17\ SIM 7�SIM FIBER CEMENT IAP SIDING: EXPOSURE PER —ELEVATIONS. EXT; 2x WD STUD WITH 510• TYPE'X' GWB @ INT.;EXT —SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S FLOCK ASSEMBLY:1 1W GYPCRETE TOPPING OVER TAP SOUND MAT AT HARD SURFACES N 112' GYPCRETE ELSEWHERE) ON We' SUBFLOOR OVER —18' TRUSSES (SPACE PER STRUCT); 312 BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF SAT TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY — — SIM ,ShMFLOM ASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER bRUC IUKAL SIM —VINYL WINDOW W1LOW-E GAZING; BRONZE SIM FIBER CEMENT LAP SIDING: EXPOSURE PER ELEVATIONS. FLOCK ASSEMBLY:1 1W GYPCRETE TOPPING OVER lMP SOUND MAT AT HARD SURFACES D 112' GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER X18' TRUSSES (SPACE PER STRUCT); 311T BATT INSUL SIM PER ASSEMBLY; PROVIDE (1) LAYER OF EAT TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY —FLOOR MP2x OOR ASSEMBLY: COMPOSITE DECKING OVER FRAMING PER STRUT — — SIM VINYL WIN DOW WILOW-E GLAZING; BRONZE SIM _FIBER CEMENT IAP SIDING: EXPOSURE PER ELEVATIONS. EXT 2x WD STUD WITH W TYPE'X• GWB 6INT.:EM —SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S POST -TENSIONED CONCRETE FOUNDATION: RE: STRUCTURAL SIM —POST TENSIONED SLAB PER STRUCTURAL 3/8'. = 1'-0" KEYNOTES o UNIT 132e.1 44 BRICK VENEER SOLDIER COURSE- MODULAR S12£ ONYX SMOOTH, SUMMIT BRICK CO. RE: 5/A74. 0 FOR CORBELL 47 BRICK VENEER -MCKI SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMITBRICKCO, 56 METAL FAILINGPOWDERCOATED it F i A524 7.18 CEMENTITIOUS BOARD, SMOOTH p PREFINISHED METAL GUTTER: SW 7048 URBANE BRONZE TYPES' CEMENTTOUS FASCIA 1X10; SW 7014 ELDER WHITE )25 ASPHALT SHINGLES, MFR; CHARCOAL BA VINYL WINDOW WI LEY/ E GLAZING; BRONZE r - 1 -HR METALFRAMING, PROVIDE(2)LAYERSGWB RCd lt��lll if ILII WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c i��� i MARK FIRE RATING wscrlp0on FCA 1 -HR 0 0 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST WI COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FG5 1 -HR C-1 E-1 PGB NR STAIR LANDING, 2x JOIST W/ SPIN UAP OVER ADJACENT SHTH) AND 314• GYPCRETE TOPPING FGT 1 -HR GPRAC£, DOUBLE TEE W/ CONCRETE TOPPING FG8 2 -HR TRASH, 18' MUSS W/ SHTH AND GYPCRETE TOPPING W 1 -HR UNIT, 1WMUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. LEVEL 3 CUT OUT OF SECTION; SIMILAR TO LEVEL 2 LE VbHR CORRIDOR, FIRE PARTITION-2AWITHRO WI3 mime I� EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING o UNIT B2e EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING Wl-0 o AS 2A W14b UNIT 82e EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING 3 TYPES' SHAFT ENCLOSURE, FIRE BARRIER -SHAFTJNER W 2x WD FRAMING ON ONE SIDE WI5b 2 -HR __ZZA Wlbc B2 BALC H A W16 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD A GWB ON EACH SIDE WIA 2 -HR r - WIIlv TYPE S' EXTERICRWALI WIND 2 -HR FIREWALL - SHAFRINERONL WIRa 2 -HR FIREWALL -22x UNDWALL ONLY) W124 2 -HR m WI -10 WE -1b FPRECAST WL11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x4 W1-1110 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -218 WI -110 1 -HR S WF12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)29WALLS WI GWB WF12b 1 -HR VIII tri VIII 1 -HR r WF13b 1 -HR INT.BEARINGWAll-2x8 WF14a NR INTERIORWALL-2X4 WF14b NR 610,96F 91 0 INTERIORWALL-2✓8 WF15a 1lS-HR FIRE BARRIER -2W WFiW 1lS-HR FIRE BARRIER -2x8 WFiSa 1 -HR INTERIOR BEARING WALL -2)2x4 WFiSb 1 -HR INTERIOR BEARING WALL -2)2x8 WI -1& 1 -HR INTERIOR BEARING WALL -(2)2x5 WI -17 1 -HR SMCKEBARRIER-2X4 3/8'. = 1'-0" 1/4•/ B2 BALC • H FG3 LAY IN MIN. R-30 BATT PER E 518• TYPE 'C• GYP BD OVER FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. FIBER CEMENT IAP SIDING: EXPOSURE PER `—S4EVATIONS. 0 VINYL WINDOW W1LOW-E GLAZING: BRONZE 0 SIM 0 EXT 2x WDSTUD WITH SC"VITYWIGWB 1 BATT T ISHTHNSU PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY REDS FLOOR ASSEMBLY. 1114" GYPCRETE TOPPING OVER 1AP SOUND MATAT HARD SURFACES (1 1? GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER X18' TRUSSES (SPACE PER STRUCT): 310 BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 5B' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY FLOOR ASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER STRUT SIM 17\ SIM 7�SIM FIBER CEMENT IAP SIDING: EXPOSURE PER —ELEVATIONS. EXT; 2x WD STUD WITH 510• TYPE'X' GWB @ INT.;EXT —SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S FLOCK ASSEMBLY:1 1W GYPCRETE TOPPING OVER TAP SOUND MAT AT HARD SURFACES N 112' GYPCRETE ELSEWHERE) ON We' SUBFLOOR OVER —18' TRUSSES (SPACE PER STRUCT); 312 BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF SAT TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY — — SIM ,ShMFLOM ASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER bRUC IUKAL SIM —VINYL WINDOW W1LOW-E GAZING; BRONZE SIM FIBER CEMENT LAP SIDING: EXPOSURE PER ELEVATIONS. FLOCK ASSEMBLY:1 1W GYPCRETE TOPPING OVER lMP SOUND MAT AT HARD SURFACES D 112' GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER X18' TRUSSES (SPACE PER STRUCT); 311T BATT INSUL SIM PER ASSEMBLY; PROVIDE (1) LAYER OF EAT TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY —FLOOR MP2x OOR ASSEMBLY: COMPOSITE DECKING OVER FRAMING PER STRUT — — SIM VINYL WIN DOW WILOW-E GLAZING; BRONZE SIM _FIBER CEMENT IAP SIDING: EXPOSURE PER ELEVATIONS. EXT 2x WD STUD WITH W TYPE'X• GWB 6INT.:EM —SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S POST -TENSIONED CONCRETE FOUNDATION: RE: STRUCTURAL SIM —POST TENSIONED SLAB PER STRUCTURAL 3/8'. = 1'-0" KEYNOTES o UNIT 132e.1 44 BRICK VENEER SOLDIER COURSE- MODULAR S12£ ONYX SMOOTH, SUMMIT BRICK CO. RE: 5/A74. 0 FOR CORBELL 47 BRICK VENEER -MCKI SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMITBRICKCO, 56 METAL FAILINGPOWDERCOATED ]14 F i A524 7.18 CEMENTITIOUS BOARD, SMOOTH )20 PREFINISHED METAL GUTTER: SW 7048 URBANE BRONZE TYPES' CEMENTTOUS FASCIA 1X10; SW 7014 ELDER WHITE )25 ASPHALT SHINGLES, MFR; CHARCOAL BA VINYL WINDOW WI LEY/ E GLAZING; BRONZE r - 1 -HR METALFRAMING, PROVIDE(2)LAYERSGWB RCd 1 -HR L WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING wscrlp0on FCA 1 -HR 0 0 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST WI COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FG5 1 -HR C-1 E-1 PGB NR STAIR LANDING, 2x JOIST W/ SPIN UAP OVER ADJACENT SHTH) AND 314• GYPCRETE TOPPING FGT 1 -HR GPRAC£, DOUBLE TEE W/ CONCRETE TOPPING FG8 2 -HR TRASH, 18' MUSS W/ SHTH AND GYPCRETE TOPPING W 1 -HR UNIT, 1WMUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. WI-21K VbHR CORRIDOR, FIRE PARTITION-2AWITHRO WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING o UNIT B2e EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING Wl-0 o AS 2A W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING 3 TYPES' SHAFT ENCLOSURE, FIRE BARRIER -SHAFTJNER W 2x WD FRAMING ON ONE SIDE WI5b 2 -HR SHAFTENCLOSURE, FIRE BARRIER-SHAFTUNERWhWD FRAMING ON ONE SIDE Wlbc 2 -HR A W16 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD A GWB ON EACH SIDE WIA 2 -HR r - WIIlv L. EXTERICRWALI WIND 2 -HR FIREWALL - SHAFRINERONL WIRa 2 -HR FIREWALL -22x UNDWALL ONLY) W124 2 -HR m WI -10 WE -1b FPRECAST WL11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x4 W1-1110 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -218 WI -110 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -243 WF12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)29WALLS WI GWB WF12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLS WI GWB WF13a 1 -HR r WF13b 1 -HR INT.BEARINGWAll-2x8 WF14a NR INTERIORWALL-2X4 WF14b NR INTERIORWALL-M WI -14C NR INTERIORWALL-2✓8 WF15a 1lS-HR FIRE BARRIER -2W WFiW 1lS-HR FIRE BARRIER -2x8 3/8'. = 1'-0" 1/4•/ B2 BALC • H FG3 LAY IN MIN. R-30 BATT PER E 518• TYPE 'C• GYP BD OVER FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. FIBER CEMENT IAP SIDING: EXPOSURE PER `—S4EVATIONS. 0 VINYL WINDOW W1LOW-E GLAZING: BRONZE 0 SIM 0 EXT 2x WDSTUD WITH SC"VITYWIGWB 1 BATT T ISHTHNSU PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY REDS FLOOR ASSEMBLY. 1114" GYPCRETE TOPPING OVER 1AP SOUND MATAT HARD SURFACES (1 1? GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER X18' TRUSSES (SPACE PER STRUCT): 310 BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 5B' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY FLOOR ASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER STRUT SIM 17\ SIM 7�SIM FIBER CEMENT IAP SIDING: EXPOSURE PER —ELEVATIONS. EXT; 2x WD STUD WITH 510• TYPE'X' GWB @ INT.;EXT —SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S FLOCK ASSEMBLY:1 1W GYPCRETE TOPPING OVER TAP SOUND MAT AT HARD SURFACES N 112' GYPCRETE ELSEWHERE) ON We' SUBFLOOR OVER —18' TRUSSES (SPACE PER STRUCT); 312 BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF SAT TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY — — SIM ,ShMFLOM ASSEMBLY: COMPOSITE DECKING OVER 2x FRAMING PER bRUC IUKAL SIM —VINYL WINDOW W1LOW-E GAZING; BRONZE SIM FIBER CEMENT LAP SIDING: EXPOSURE PER ELEVATIONS. FLOCK ASSEMBLY:1 1W GYPCRETE TOPPING OVER lMP SOUND MAT AT HARD SURFACES D 112' GYPCRETE ELSEWHERE) ON 314' SUBFLOOR OVER X18' TRUSSES (SPACE PER STRUCT); 311T BATT INSUL SIM PER ASSEMBLY; PROVIDE (1) LAYER OF EAT TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY —FLOOR MP2x OOR ASSEMBLY: COMPOSITE DECKING OVER FRAMING PER STRUT — — SIM VINYL WIN DOW WILOW-E GLAZING; BRONZE SIM _FIBER CEMENT IAP SIDING: EXPOSURE PER ELEVATIONS. EXT 2x WD STUD WITH W TYPE'X• GWB 6INT.:EM —SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S POST -TENSIONED CONCRETE FOUNDATION: RE: STRUCTURAL SIM —POST TENSIONED SLAB PER STRUCTURAL 3/8'. = 1'-0" MATERIAL LEGEND KEYNOTES NO. NOTE 44 BRICK VENEER SOLDIER COURSE- MODULAR S12£ ONYX SMOOTH, SUMMIT BRICK CO. RE: 5/A74. 0 FOR CORBELL 47 BRICK VENEER -MCKI SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMITBRICKCO, 56 METAL FAILINGPOWDERCOATED ]14 CEMENTITIOUS LAP SIDING. 4•EXPOSURE ]15 CEMENTITIOUS LAP SIDING. 8' EXPOSURE 7.18 CEMENTITIOUS BOARD, SMOOTH )20 PREFINISHED METAL GUTTER: SW 7048 URBANE BRONZE )22 CEMENTTOUS FASCIA 1X10; SW 7014 ELDER WHITE )25 ASPHALT SHINGLES, MFR; CHARCOAL BA VINYL WINDOW WI LEY/ E GLAZING; BRONZE MATERIAL LEGEND ® 40 CEMENTITIOUS SIDING- GW 7048 ANONYMOUS ® B• GEMENTITIWS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 7045 URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER S STANDARD ACCENT - ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE(2HAYERS GWB CMU BASE-BASALITE SPLITFACE. GRAPHITE 2 -HR ASPHALTROOFSHINGLES-CHARCOAL N KEY PLAN ® 4 PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELI RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE(2HAYERS GWB RC3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LAYER GWB RC4 1-HPMR SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER GWB RC5 1 -HR ROOF DECK, CONIC PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RC8 1 -HR UNIT, ROOF TRUSSES, PROVIDE (U LAYER GWB ON RC DELUXE RC -0 1 -HR METALFRAMING, PROVIDE(2)LAYERSGWB RCd 1 -HR METALFRAMING, PROVIDE 2 LAYERSGWB WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING wscrlp0on FCA 1 -HR UNIT,18• TRUSS WI SHTH AND GYPCRETE TOPPING FC -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST WI COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FG5 1 -HR UNIT, 1W MOSSES W/ SHTH AND GYPCRETE TOPPING PGB NR STAIR LANDING, 2x JOIST W/ SPIN UAP OVER ADJACENT SHTH) AND 314• GYPCRETE TOPPING FGT 1 -HR GPRAC£, DOUBLE TEE W/ CONCRETE TOPPING FG8 2 -HR TRASH, 18' MUSS W/ SHTH AND GYPCRETE TOPPING FG9 1 -HR UNIT, 1WMUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. N KEY PLAN ® 4 PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WU1a 2 -HR SHAFT ENCLOSURE- 8• CONCRETE, RE: STRUCT WKIb 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT WO3a NR FCONCRETE WALL, RE'. STRUCT WAT NR 12' CONCRETE WALL, RE: STRUCT WD4 NR TCMU WALL W05 2 -HR FIRE HARRIER F CMU WALL WE -1a 1 -HR EXTERICRWALL-2x4 WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR EXTERICRWALL-243 WE2 1 -HR EXTERIOR WALL- M WI BAD ON BOTH SIDES WE3a1 11 EXTERIORWALL-O)2x4 WE3b1 H EXTERIORWALLDEMISING-O)'A5 WE -M 1 H EXTERIORWALLDEMISING-(2)2x8 WE4 NR PARAPET -2x5 WE -5 1 -HR EXTERIOR 6 SM0(E BARRIER -2x6 WES UHR GENERIC WALL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x6 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-21K VbHR CORRIDOR, FIRE PARTITION-2AWITHRO WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WIKa 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING Wl-0 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERS WD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTJNER W 2x WD FRAMING ON ONE SIDE WI5b 2 -HR SHAFTENCLOSURE, FIRE BARRIER-SHAFTUNERWhWD FRAMING ON ONE SIDE Wlbc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTUNERS WD WINNING ON EACH SIDE W16 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD A GWB ON EACH SIDE WIA 2 -HR FIREWALL-8-PRERCASTCONCRETE WIIlv 1 -HR EXTERICRWALI WIND 2 -HR FIREWALL - SHAFRINERONL WIRa 2 -HR FIREWALL -22x UNDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR FPRECAST WL11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x4 W1-1110 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -218 WI -110 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -243 WF12a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)29WALLS WI GWB WF12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLS WI GWB WF13a 1 -HR INT.BEARINGWALI-2x8 WF13b 1 -HR INT.BEARINGWAll-2x8 WF14a NR INTERIORWALL-2X4 WF14b NR INTERIORWALL-M WI -14C NR INTERIORWALL-2✓8 WF15a 1lS-HR FIRE BARRIER -2W WFiW 1lS-HR FIRE BARRIER -2x8 WFiSa 1 -HR INTERIOR BEARING WALL -2)2x4 WFiSb 1 -HR INTERIOR BEARING WALL -2)2x8 WI -1& 1 -HR INTERIOR BEARING WALL -(2)2x5 WI -17 1 -HR SMCKEBARRIER-2X4 N KEY PLAN ® 4 PROJECT 111 ,, ■ KEPHART community • planning aarchitecture 25M WALNUT STREET DENVER, CCLONUO AIMS xww.bpM1eRmm U) FEMM Z W M C7 LL GO 00 .jO � LLi w �C/ LL Q W Q= LU U � /w� V! D l� V ! OOw =U _ w 0 > V SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 Issue No.LWA too%CO PERM UBMn k79n O DJV DMB as.ze.zOZD Job KaW 218094 German By RB JT CT DMB WALL SECTIONS 6=1..13 LA ES OVER FELT N FROM EXT RIDGES AND 2 SIM Air 2 FIBER CEMENT IPP SIDING: EXPOSURE PER SEELEVATONS. A]-5.1 UNIT Ai VINYL WINDOW WI LOW -E GLAZING; BRONZE O ARIA SIM TYPE 'B' e 3 A]-5.1 EXT: 2x WD STUD WITH GAP TYPE'%' GINS @ INT.:EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT OXINSUL PER RED'S FLOOR ASSEMSLY:ENERGYIIM" GYPCRETE TOPPING OVER 114' SOUND MAT AT WARD SURFACES L 1IT L_ GYPCRETE ELSEWHERE)ON 3/4"SUBFLOOR OVER r a HE TRUSSES(SPACE PER STRUCT); 3112" BATT INSUL FC -1 E-1 PER ASSEMBLY: PROVIDE (1) LAYER OF SAO" TYPE'C' GYP BOON RC DELUXE SPACED PER ASSEMBLY FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. 3 SIM A75.1 VINYL WINDOW WI LOW -E GLAZING; BRONZE UNITA7 b O A&1.1 8 SIM O TYPE'S' IF Z A] -i0 EXT; 2X WD STUD WITH 5/8' TYPE W GAS cy INT.;EXT SHTH PER STRUCT. FILL CAVITY WITH R-21 BATT INSUL PER ENERGY REGIS FLOOR ASSEMBLY.1 1/4" GYPCRETE TOPPING OVER 1/4' SOUND MAT AT HARD SURFACES (11? �• GYPCRETE ELSEWHERE)ON 314"SUBFLCOR OVER 18' TRUSSES (SPACE PER STRUCT): 310 BATT INSUL PER ASSEMBLY: PROVIDE (1) LAYER OF 5/0" TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY P1 E-1 FIBER CEMENT LAP SIDING; EXPOSURE PER ELEVATIONS. — — — — — — — 9 SIM A]-50 VINYL WINDOW WI LOW -E GLAZING; BRONZE UA5T 1 u K, i_ TYPE'S' S GIM 3 A76.0 A EXT; 2x WD STUD WITH 5R' TYPE W GAS @ INT.;EXT SHTH PER STRUCT, FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S FLOOR ASSEMBLY: 1114" GYPCRETE TOPPING OVER 1/4' SOUND AMT AT HARD SURFACES (112" L GYPCRETE ELSEWHERE) ON 314" SUBFLOOR OVER N O ISE TRUSSES (SPACE PER STRUCT); 3 V2" BATT INSUL a r PER ASSEMBLY: PROVIDE (I) LAYER OF 518" TYPE C' S E-1 GYP BD ON RC DELUXE SPACED PER ASSEMBLY BRICK VENEER: DARK COLOR; LAKEWOOD BRICK CO. V LOW SLOPE ROOF MEMBRANE OVER RIGID FOAM INSULATION (FOR SLOPING) OVER ROOF SHEATHING —'� OVER2XIDJOISTS L. ._. SIM POST -TENSIONED CONCRETE FOUNDATION; RE: STRUCTURAL LOUNGE 4 SIM 6 r A]5.2 p ° a /u 3 1111III , =-IaIIIaIIu IIIlu 1111=11111=1111 i1111111111i111u1111 A11'.' I IIa I la I la 11=111=111=111=111=111=111=I I II=111-III - I = a l la 1=111=111=111=1 l I l 1= 1 1 1= ZZI I Z I I ZZI 111 Il IIa la la I1=111=111=1 l I l 1=1 l I l =ZZI I Z I I ZZI 1111=1I 711711-I I I=III=III=III=III=III=III=III=III=III-III= 11=111=111=111=111=111=111=111=111=111=111-I I _771 1=III=III=III=III=III=III=III=III=III=III=111 ALL SECTION 14 - EAST WALL ELEVATION 14 - = 1'-C" 3/8" = 11-0„ 144'-0" L 4: 133-11 5/8" ATE: 132'-4 IM1IT LEVEL 3: 123'-3 314" n LEVEL 2 PLATE_ 121'9" Rz a 0 O,� — LEVEL 2: 112'7 7/8" LEVEL 1 PLATE: 111'-11/8 LEVEL 1_TWO" MATERIAL LEGEND KEYNOTES M0, NOTE 44 BRICK VENEER SOLDIER COURSE- MODULAR S12£ ONYX SMOOTH, SUMMIT BRICK CO. RE: S/A74.0 FOR CORBELL 4.7 BRICK VENEER -MCI SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMITBRICKCO, 59 METAL POOL FENCEPOWDERCOATED ]14 CEMENTITIOUS LAP SIDING. 4- EXPOSURE ]15 CEMENTTIOUS LAP SIDING. 8- EXPOSURE )20 PREFINISHED METAL GUTTER, SW 7048 URBANE BRONZE 22 CEMENTTOUS FASCIA 1X10; SW 7014 ELDER WHITE )23 CEMENTTIOUS FRIEZE BOARD 1X8 )25 ASPHALT SHINGLES, MFR; CHARCOAL )2] CEMENTTIOUS FREIE BOARD IM 720 1111CEMENTTIOUS FRIEZEBOARDin T29 CEMENTTIOUS FRIEZE BOARD 1X12 8.3 ALUM-FFAMEO ENI RPNCE 15REFRONT: BRONZE 8A VINYL WINDOW WI LOW E GLAZING; BRCNZE 23.0 IWALLVENTMIRMINATION MATERIAL LEGEND ® 4" GEMENTITIOUG SIDING- SW 7046 ANONYMOUS ®BE GEMENTITIWS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 7048 URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER& STANDARD ACCENT - ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE(2)LAYERS GWB CMU BASE-BASAUTE SPLITFACE. GRAPHITE 2 -HR ASPHALTROOFSHINGLES-CHARCOAL N KEY PLAN (t A+ — PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER OWE ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE(2)LAYERS GWB RC3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LAYER OWE RC4 1-HPMR SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER OWE RC5 1 -HR ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RC8 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -7 1 -HR METALFRAMING, PROVIDE(2)LAYERSGWB RCS 1 -HR METALFRAMING, PROVIDE 2 LAYERSGWB WE -ib 1 -HR EXTERIORWAL- x0 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Uescriotlon FC -1 1 -HR UNIT, LIFE TRUSS WI SHTH AND GYPCRETE TOPPING FC -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FGd 1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FG5 1 -HR UNIT, HEMUSSES W/ SHTH AND GYPCRETE TOPPING FGB NR STAIR LANDING, 2x JOIST W/ SHTH(LAP OVER ADJACENT SHTH) AND 34" GYPCRETE TOPPING FC -7 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FG8 2 -HR TRASH, 18' MUSS W/ SHTH AND GYPCRETE TOPPING FG9 1 -HR UNIT, HEMUSS W/ SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. N KEY PLAN (t A+ — PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WS1a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT WS1b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WS3s NR B"CONCRETE WALL, RE'. STRUCT WAT NR 12" CONCRETE WAIL, RE: STRUCT WD4 NR TCMU WALL W05 2 -HR FIRE BARRIER F CMU WALL WE -1e 1 -HR EXTERIORWAL-I WE -ib 1 -HR EXTERIORWAL- x0 WE -1c 1 -HR EXTERICRWALI WE2 1 -HR EXTERIOR WALL -MW/ GWB ON BOTH SIDES WE3a1 H EXTERIORWALL-(2)2rA WE3b1 H EXTERIGRWALLDEMISING-(2)'A5 WE -M 1 H EXTERIDRWALLDEMISING-(2)2x8 WE4 NR PARAPET -2x5 WE -5 1 -HR EXTERIOR & SMOKE BARRIER -24 WES UHR GENERIC WAIL WI -1a 1 -HR UNIT DEMISING, FIRE PARTTION - (2) 2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x0 WI -2e 1241R CORRIDOR, FIRE PARTITION2x4 WI-21K la -HR CORRIDOR, FIRE PARTITION-2AWITHRC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WDFRAMING WLY 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTUNER&WDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WDFRAMING Wl-0 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD FRAMING WI5s 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTLINER W 2x WD FRAMING ON ONE SIDE WI -5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTUNER W 2e WD WASHING ON ONE SIDE Wl5c 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD WASHING ON EACH SIDE WI6 2 -HR SHAFT ENCLOSURE, 8- PRECAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD &CRIB ON EACH SIDE WIS 2 -HR FIREWALL-0"PRECASTCONCRETE W 1 -HR EXTERIOR WALL -28 WI -9S 2 -HR FIREWALL-SHAFTLINER(2)2x 2-HR FIRE WALL - MD WALL ONL LLO DE 1,09WItQe W124 2N R SHAFT ENCLOSURE CON SHAFT ENCLOSURE-0"CONCRETE, RE: STRUCT WI -111 NR BE PRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x4 WI -110 1 -HR OCCUPANCY SEPARATION, BARRIER -28 -11c 1 -HR HIRE OCCUPANCY SEPARATION, NRE BARwER-(Z) WF12e VI 1 -HR KIWIS NCYSEPAw\TON. FIRE B4RwER-(2)29 WALLS W/ GWB WI -12b 1 -HR OCCUPPNCYBEPARATON, FIRE BARRIER -(2)2x8 WALLS W/ GWB WI -13a 1 -HR INT.BEARINGWAIL-29 WI -13o 1R INTINGWAIL-29 WFN NNiR INTERJOERIORWALL-2X4 WF141) NR INTERIORWALL-29 WI -1% NY6R INTERIOR 9 WFi5e 11HR FIREBARRLER-IER-2W 11n -HR NTE VI 1 -HR IORBEAFUNG INTERIOR BEARING WALL -(2)2x4 VI WFiOb 1 -HR INTERIOR BEARING WALL- 2)29 W 1 -HR INTERIORL-(2)29 W1-17 1 -HR SMOKEBARRIER-2X4 N KEY PLAN (t A+ — PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO WVW xxw.'mN�vnmm U) FEMMZ W M 5M/ LL O 00 .jO P w w C) LL Q W Q= Ld U w � C0 D l� O V! Ow =U _ w 0 > W �M� SE- V SOF CO4O N 037 4 �SFD ARC`F. 03.25.2021 Issue No.LWA too%CO PERM UBMn kten DNN DJV PNgd Designer DMB Date 08.28.2020 Job Number 218094 Drimen By RB JT CT aaca4e DMB Me WALL SECTIONS Sneat Number A6-1.14 A ;a 5 ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER UCS AND WATER SHIELD 24" MIN FROM EXT WALL AND SAVE AND EITHER BIDE OFAND VALLEYS) OVER ROOF SHR1 OVER PITCHED WD TRUSSES PER STRUCT: LAY IN MIN. R -W BATT PER ENERGY q%WELUREO'B; PROVIDE SMP TYPE CASSEMBLY.' GYP BD OVER �R�ELUXE SPACED PER ASSEMBLY. 2 A7-3.2 FIBER CEMENT UP SIDING: EXPOSURE PER SIM ELEVATIONS. S EXT; 2x PER STUD WITH SIB'VITY TYPE WITH GWB 4$IAT.;EXT A7 -SO SHM PER STRUCL FILL CAVITY WITH R-21 BATT INSUL PER ENERGY RED'S S UNIT All Al BALC-L FLOIX2 ASSEMBLY: 11/4" GYPCRETE TOPPING OVER Z A54.1 1/4' SOUND MAT AT HARD SURFACES U 10 TYPE'B' 8 SIM GYPCRETE ELSEWHERE) ON 314" SUBFLOOR OVER 18' TRUSSES (SPACE PER STRUCT); 31? BATT INSUL A75.D PER ASSEMBLY; PROVIDE (1) LAYER OF SIB" TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY IF.4BIM L A] -z4 0 I FIBER CEMENT UP SIDING: EXPOSURE PER m 0 ELEVATIONS. E1 FC -1 FG3 FLOIX2 ASSEMBLY; COMPOSITE DECKING OVER L FRAMING PER STRUCTURAL BRICK VENEER: ALPINE ASH; UKEW WD BRICK CO. 7 SIM r , A] -BO I �I -J ^BIM L_ _j VINYL WINDOW W)LOW-E GLAZING: BRONZE A]-50 0 SIM a UNIT Al Al BALL -Mm -BO FIBER CEMENT UP SIDING; EXPOSURE PER 4 Z 1'1 ELEVATIONS. TYPE 'B' EXT2XSTUD WITH SIB'TYPE'%'GWB IT SHTH PERER STRUCT. FILL CAVITY WITH R-211 BATT INSUL PER ENERGY REp'S F, FLOOR ASSEMBLY: 1 14" GYPCRETE TOPPING OVER 1/4' SOUND MAT AT HARD SURFACES (11? L I I GYPCRETE ELSEWHERE) ON 3/O SUBFLOOR OVER 18' TRUSSES (SPACE PER STRUCT): 310 BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF SIO" TYPE C' 3 SINT BD ON RC DELUXE SPACED PER ASSEMBLY C A7-]4 ~ FGi E-1 FG3 J I 7 SIM— r A7-BO8 SIM A]9 VINYL WINDOW WILOW-E GLAZING: BRONZE FIBER CEMENT UP SIDING; EXPOSURE PER 3 ELEVATIONS. UNITAI Al BALC - N EXT; 2x WD STUD WITH SR' TYPE W GWB@ INT.;EXT 10 z A5-1.1 SHNI PER STRUCT. FILL CAVITY WITH R-21 BATT TYPE IR INSUL PER ENERGY RED'S B SIM FLOCK ASSEMBLY: 11/4" GYPCRETE TOPPING OVER A]-5.0 _ IN' SOUND MAT AT HARD SURFACES U 112" F, 1 GYPCRETE ELSEWHERE) ON 314" SUBFLOOR OVER i UP TRUSSES (SPACE PER STRUCT); 3112" BATT INSUL Fill I PER ASSEMBLY; PROVIDE (1) LAYER OF SIB" TYPE C' L GYP BD ON RC DELUXE SPACED PER ASSEMBLY 2 I I FIBER CEMENT UP SIDING; EXPOSURE PER NELEVATIONS. ^ O, A76.12 I 1 Sim A] 4 C6 Etb FC4 I I -0A — BRICK VENEER: ALPINE ASH; LAKEWOOD BRICK CO. ROCK ASSEMBLY: NORMAL WEIGHT CONCRETE I TOPPING OVER WATERPROOF MEMBRANE ON SUBFLOOR OVER SLOPED BALCONY TRUSS(SPACING PER STRUCT; FILL CAVITY WITH R30 BATT INSUL PER ENERGY REQS; PROVIDE (1) LAYER 510' TYPE 'C GYP BD ON RC DELUXE SPACED PER ASSEMBLY, BIM z SUN ROOM w m >, 0 II II I II 1 1 1 1 1 1 III= III III III III . � SIM III III III III III III—III III III III''—I I II I I I II I I I II I I I II I I I II I I I II I II I II I II I II I II I II I II I II I III � I I A7 -s 2 I -III -III -I I_I I_I =1 I -III -I IJ =1 LI -I 1111i=TLIi=TLIi=TLIi=TLIi=TLIi=TLIiJ=TLIiJ=TLIiJ=TLIiJ=TLI Ii 1=11T=LIi J=11 LJu -L=111=111=111=111=111=111=111=111=111=111=1 I 11 TENSIONED CONCRETE FOUNDATION: RE: ICTURAL TENSIONED SLAB PER STRUCTURAL WALL ELEVATION 15 - EAST 1 3181P = 11-01. MATERIAL LEGEND KEYNOTES NO. NOTE 4.1 BRICK VENEER -MODULAR SIZE RUNNING BOND, ALPINE ASH, SUMMIT BRICK CO. 44 BRICK VENEER SOLDIER COURSE- MODULAR SIZE ONYX SMOOTH, SUMMIT BRICK CO. RE: 5/A]-0.0 FOR CORDELL 4.7 BRICK VENEER - MODULAR SIZE, STANDARD ACCENT, ONYX SMOOTH, SUMMIT BRICK CO. RAI MASONRY SHELF ANGLE CONT WHERE BRICK VENEER EXCEEDS 30' ABOVE FOUNDATION AND AT EVERY SUBSEQUENT FLOOR ABOVE 30Y TAR CEMENTTIOUS UP SIDING, 8' EXPOSURE TUB CEMENTTIOUS BOARD; SMOOTH 720 PRE{INISHED METAL GUTTER', SW 7048 URBANE BRONZE 7S2 CEMENTIMOUS FASCIA 1X10; SW 7014 ELDER WHITE 723 CEMENTITIOUS FRIEZE BOARD I X8 725 ASPHALT SHINGLES, MFR; CHARCOAL 727 CEMENTTIOUS FRIEZE BOARD I X4 03 AWM-FRAMED ENTRANCE/ STOREFRONT; BRONZE BA VINYL WINDOW W) LOW E BLOODING; BRONZE MATERIAL LEGEND ® 4" CEMENTITIOUS SIDING- SW 7048 ANONYMOUS ® 8" CEMENTITIOUS SIDING - SW W17 POPULAR GRAY _ CEMENTITIOUS TRIM- SW 7048 URBANE BRONZE 1 -HR BRICK VENEER -ALPINE ASH RC -2 BRICK VENEER& STANDARD ACCENT - ONYX SMOOTH CORRIDOR, ROOF TRUSSES, PROVIDE(2HUYERS GWB CMU BASE-BASAUTE SPLITFACE. GRAPHITE 2 -HR ASPHALTROOFSHINGLES-CHARCOAL N KEY PLAN ®p®Z — PROJECT ROORCEILING TYPE SCHEDULE M0RK FIRE RATING DESCRIPTION RICA 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, PROVIDE(2HUYERS GWB RC3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES. PROVIDE (1) LAYER GWB RC4 1-HPMR SHAFT ENCLOSURE. WD JOIST, PROVIDE (1) LAYER GWB RC5 1 -HR ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RC8 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -7 1 -HR METALFRNMING, PROVIDE D)UYERSGWB RC3 1 -HR METALFRNMING, PROVIDE 2 UYERSGWB WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR FLOORICEILING TYPE SCHEDULE MMK FIRE RATING Uescriolon FC -1 1 -HR UNIT,18' TRUSS WI SHTH AND GYPCRETE TOPPING FC -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING F"1 -HR BALCONY, 15 -MAX. TRUSS W/ CONCRETE TOPPING FG5 1 -HR UNIT, 10'TRUSSES W/ SHTH AND GYPCRETE TOPPING FGB NR NR STAIR LA JOIST W/ SHTH(UP OVER ADJACENT GHTH) AND M4" GYPCRETE TOPPING F07 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING F"2 -HR TRAM,18' MUSS AS GHTH AND GYPCRETE TOPPING F"1 -HR UNIT, 10'TRUSS WI SHTH AND GYPCRETE TOPPING ANDMIN R-MINSUL. N KEY PLAN ®p®Z — PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WU1a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT WU1b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRICT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT W4X3a NR 87COKCRETE WALL, RE'. STRUCT WAT NR 12' CONCRETE WAIL, RE: STRUCT WD4 NR TCMU WALL W 05 2 -HR FIRE BARRIER by CMU WALL WE -1a 1 -HR EXTERICRWALL-2W WE -ib 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR EXTERICRWALL-243 WE2 1 -HR EXTERIOR WALL -2✓9 W/ GWB ON BOTH SIDES WE3a1 H EXTERIORWALL-(2)2vt WE3b1 H EXTERIORWALLDEMI3ING-(2)M WE -M 1 H EXTERIORWALLDEMISING-(2)2x8 WE4 NR PARAPET2x6 WES 1 -HR EXTERIOR6SMO(E BARRIER-2xfi WES 1 -HR GENERIC WAIL MAR 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x0 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-21K 1/bHR CORRIDOR, FIRE PARTITION-2AWITHRO WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WDFRAMING WIKa 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTLINER&WDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WDFRAMING WI4a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER& WD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTUNER&WD FRAMING WI5a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFRINER W 2x WD FRAMING ON ONE SIDE WIZb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFRINER W 2e WD FRAMING ON ONE SIDE WHk 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD FRAMING ON EACH SIDE WI6 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, 2e WD STUD &GWB ON EACH SIDE WI3 2 -HR FIREWA1_L-8'PRELASTCONCRETE WIBa 1 -HR EXTERICRWALL-28 WIND 2 -HR FIREWALL - SHAFTLINERONL WISH 2 -HR FIREWALL -22x WDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR 8"PRECAST WNia I 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2W WNib 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATOR, HIRE BARRIER -243 WF12a 1 -HR OCCUPIVNCYSEPARATION. FIRE BARRIER -(2)29MLLSW/ GWB WF12b 1 -HR OCCUPPNCYSEPARATIO, FIRE BARRIER -(2)2x8 WALLSW/ GWB WF13a 1 -HR INT.BEMINGWPIL-29 WF13b 1 -HR INT.BEARINGWAIL-29 WFiN NR INTERIORWALL-2X4 WF14b NR INTERIORWALL-29 WI -140 NR INTERIORWALL-29 WIH1% 11n -HR FIREBARIRIER-2w WNw 11n -HR FIREBARRIER-2x8 WNBa 1 -HR INTERIORBEARINGWALL-(2)2x4 WNBb 1 -HR INTERIOR BEARING WALL- 2)29 WI -16c 1 -HR INTERIOR BEARING WALL -(2)29 WI -17 1 -HR SMQXMIKKIER-2X4 N KEY PLAN ®p®Z — PROJECT 111 ,, III, KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO MMS xxw.bpM1enmm /1 FEMM Z W M C7 C d a-� O J CO �O P W w �C/ LL Q W Q= LU /wu V! 0C/) OO =U W _ W 0 > W �M� V I� OF CO4O e037411100 03.25.2021 No. Data Issue 10,18.10 tW%CO NAM PEIRM UBMITK a, n D MR r DJV Pmgd Designer DMB 08.28.2020 Job Number 218094 Oman By RB JT CT Cbxke4 By DMB Tma WALL SECTIONS sbmaamber A6-1.15 VIII I■,I I -_ _ -i III =Nfld CORRIDOR FC -2 W4 I CORRIDOR WI -2t i IF W g e D i b CORRIDOR FC -2 < W71277L UNIT B2 A52.2 TYPE 'B' ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24" MIN FROM EXT WALL AND EAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD TRUSSES PER STRUCT: LAY IN MIN. R-30 BATT PER ENERGY RED'S; PROVIDE SAP TYPE 'C GYP SO OVER RC DELUXE SPACED PER ASSEMBLY. ROOFASSEMBLY: ADHERED TPOROOFING MEMBRANE OVER PROTECTION BD (AT RIGID INSUL LOCATIONS) OVER RIGID INSUL (SLOPED FOR MANAGE) ON STRUCT SHTH OVER LOW SLOPE WD TRUSSES (SPACED PER STRUCT); FILL C.4VIT FULL OF -C FILL INSULATION MIN R-25 PER ENERGY MODEL; PROVIDE (2) LAYERS SAW TYPE 'X' GWB PER ASSEMBLY. CLOSED -CELL SPRAY POLYURETHANE FOAM AND AIR BARRIER; R-20 MIN DEPTH ADHERED TO UNDERSIDE FO DECK AND DOWN PERIMETER OF TRUSS TO TOP PLATE. PER IBC 2010, TABLE 1203; INSTALL PER MFR, SPEC'S A]A.1 \ROOFTOP CONDENSER CURB. ROOF PLATE: 144'-0 3/4" _CEILING: 5/8' TYPE 'C' GYP. BD. ON RC DELUXE CHANNEL �$IM A]-02 NON -RATED DROP CEILING, DUCTS & FCU'S AS OCCUR. HANG ALL ACCESSORIES TIGHT. RE: MECH FIRE PARTITION, 2x WD STUD WITH SuP TYPE'X' GWB ON UNIT SIDE & RC DELUXE +SA' TYPE X- OWN ON -CORRIDOR SIDE, BATT INSUL PER ASSEMBLY. RE: STURCT FOR SHEAR RED'S FLOOR ASSEMBLY:1 In' GYPCRETE TOPPING OVER SUBFLOOR ON 2x JOISTS (SPACED PER STRUCT): PROVIDE (2) LAYERS OF &0" TYPE'C' GYP BD. (NON RATED PLENUM AS OCCURS BELOW, SEE RCP) 3 US' MT- STUD WITH (1) LAYER SB'TYPE 'CGYP BD 0 SIM FLOOR ASSEMBLY: 11/4' GYPCRETE TOPPING OVER A7A2 114' SOU No MAT AT HARD SURFACES (11? GYPCRETE ELSEWHERE) ON 314" SUBFLOOR OVER �Ir TRUSSES (SPACE PER STRUCT): 3112' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 510' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY LEVEL 4:13T-11 5/8" LEVEL 3 PLATE: 1324 7/8" CEILING SO"TYPE'C'GYP. BD. ON RC DELUXE STURCT FOR SHEAR REDS FIRE PARTITION, 2x WD STUD WITH 510" TYPE W GWB ROOF PLATE: 144'-0 3/�4' CEILING S' TYPE'C' GYP. BD. ON RC DELUXE FLUOR ASSEMBLY: 11/2' GYPCRETE TOPPING OVER RC -1 ON UNIT SIDE & RC DELUXE +518' TYPE X' GWB ON SUBFLOCR ON 2x JOISTS (SPACED PER STRUCT); i i SIM CHANNEL PROVIDE (2) LAYERS OF SB' TYPE 'G GYP BD. (NON CORRIDOR WI -2t i IF W g e D i b CORRIDOR FC -2 < W71277L UNIT B2 A52.2 TYPE 'B' ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24" MIN FROM EXT WALL AND EAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD TRUSSES PER STRUCT: LAY IN MIN. R-30 BATT PER ENERGY RED'S; PROVIDE SAP TYPE 'C GYP SO OVER RC DELUXE SPACED PER ASSEMBLY. ROOFASSEMBLY: ADHERED TPOROOFING MEMBRANE OVER PROTECTION BD (AT RIGID INSUL LOCATIONS) OVER RIGID INSUL (SLOPED FOR MANAGE) ON STRUCT SHTH OVER LOW SLOPE WD TRUSSES (SPACED PER STRUCT); FILL C.4VIT FULL OF -C FILL INSULATION MIN R-25 PER ENERGY MODEL; PROVIDE (2) LAYERS SAW TYPE 'X' GWB PER ASSEMBLY. CLOSED -CELL SPRAY POLYURETHANE FOAM AND AIR BARRIER; R-20 MIN DEPTH ADHERED TO UNDERSIDE FO DECK AND DOWN PERIMETER OF TRUSS TO TOP PLATE. PER IBC 2010, TABLE 1203; INSTALL PER MFR, SPEC'S A]A.1 \ROOFTOP CONDENSER CURB. ROOF PLATE: 144'-0 3/4" _CEILING: 5/8' TYPE 'C' GYP. BD. ON RC DELUXE CHANNEL �$IM A]-02 NON -RATED DROP CEILING, DUCTS & FCU'S AS OCCUR. HANG ALL ACCESSORIES TIGHT. RE: MECH FIRE PARTITION, 2x WD STUD WITH SuP TYPE'X' GWB ON UNIT SIDE & RC DELUXE +SA' TYPE X- OWN ON -CORRIDOR SIDE, BATT INSUL PER ASSEMBLY. RE: STURCT FOR SHEAR RED'S FLOOR ASSEMBLY:1 In' GYPCRETE TOPPING OVER SUBFLOOR ON 2x JOISTS (SPACED PER STRUCT): PROVIDE (2) LAYERS OF &0" TYPE'C' GYP BD. (NON RATED PLENUM AS OCCURS BELOW, SEE RCP) 3 US' MT- STUD WITH (1) LAYER SB'TYPE 'CGYP BD 0 SIM FLOOR ASSEMBLY: 11/4' GYPCRETE TOPPING OVER A7A2 114' SOU No MAT AT HARD SURFACES (11? GYPCRETE ELSEWHERE) ON 314" SUBFLOOR OVER �Ir TRUSSES (SPACE PER STRUCT): 3112' BATT INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF 510' TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY LEVEL 4:13T-11 5/8" LEVEL 3 PLATE: 1324 7/8" CEILING SO"TYPE'C'GYP. BD. ON RC DELUXE (15s) ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24" MIN FROM EXT WALL AND SAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD STURCT FOR SHEAR REDS FIRE PARTITION, 2x WD STUD WITH 510" TYPE W GWB ROOF PLATE: 144'-0 3/�4' CEILING S' TYPE'C' GYP. BD. ON RC DELUXE FLUOR ASSEMBLY: 11/2' GYPCRETE TOPPING OVER RC -1 ON UNIT SIDE & RC DELUXE +518' TYPE X' GWB ON SUBFLOCR ON 2x JOISTS (SPACED PER STRUCT); UNIT B2 SIM CHANNEL PROVIDE (2) LAYERS OF SB' TYPE 'G GYP BD. (NON NI 2 SIM RATED PLENUM AS OCCURS BELOW, SEE RCP) 35/8" AS-21Sim 1-HRMR MM STUD WITH (1) LAYER S/8' TYPE 'C GYP BD TYPE B- 0 A7A.3 RCE A]-02 FLOORASSEMBLY11/4' OVER A748.3 FLOCK ASSEMBLY: 1114" GYPLRETE TOPPING OVER FIREWALL. (2) LAYERS OF P SHAFT LINER WON V AP A: 114' BOUND MATT HARD SURFACES (1112" SURFACES A7 -B1 1 -HR LIAR GYPCRETE ELSEWHERE) ON 314" SUBFLOR OVER UNIT B2.1 1 -HR BATT INSUL 18'TRUSSES (SPACE PER STRAYER FC -0 A52.2 PER OF EC' EACEDER a FIRE RATING ASSEMBLY GYP BD ON RC DELU%E SPACED PERASSEMBLY BID ON NO DELUXE 18' TRUSSES (SPACE PER STRUCT): 31? BATT INSU SUBFLOOR ON 2X JOISTS (SPACED PER STRUCT); LEVEL 3:123'-33/4" PE -2 POST -TENSIONED CONCRETE FOUNDATION; RE: PER ASSEMBLY; PROVIDE (1) LAYER OF 519" TYPE 0' W62b LEVEL 2 PLATE: 121'.9 STRUCTURAL F" CEILING: 518' TYPE -C GYP. BD. ON RC DELUXE BALCONY, IS'MAIL TRUSS W/ CONCRETE TOPPING FC5 CHANNEL ]FC� AO NONRATED DROP CERING, DUCTS & FCU5 AS FGB WI-tl PE -7 OCCUR. HANG ALLACCESSORIES TIGHT. RE: NEON LEVE -1 :100'9vu SIM FIRE PARTITION, 2x WD STUD WITH 518" TYPE GWB LEVEL 3: 123'-33/74' FGB ON UNIT SIDE & RC DELUXE +518' TYPE'W GWB ON 2 WI 2b CORRIDOR SIDE, BATT INSUL PER ASSEMBLY. RE: FIE PARTTON-2a5WNHRC TYPE 'B' STURCT FOR SHEAR REDS EXIT ENCLOSURE FIRE BARRIER-SHAFTUNER&WDFRAMING WI -3a FLOOR ASSEMBLY: 112" GYPCRETE TOPPING OVER EXIT ENCLOSURE FIRE BARRIER-SHAFTLINER&WDFRAMING FLOORASSEMBLY:1 114" GYPLRETE TOPPING OVER SUBFLOOR ON L JOISTS (SPACED PER STROTX _ _LEVEL 2 PLATE: 121'9' CEILING: SO' TYPE' C' GYP. BD. ON RC DELUXE W14 PROVIDE (2) LAYERS OF 518' TYPE 'C' GYP BD. (NON UNIT B2 1M" SOUND MAT AT HARD SURFACES (1 VT RATED PLENUM AS OCCURS BELOW. SEE RCP)3 S0' Pb22 WII SI VT -STUD WITH (1)L4YERSIB"TTPE'C'GVPBD PE'B' e FIRE WALL, (2) LAYERS OF I- SHAFT LINER WITH 1' SHAFTENCLO3URE, FIRE BARRIER-SHAFTLINERWhWD FRAMING ON ONE SIDE A]-02 FLOOR 1114' TOPPING OVER SHAFTENCLOSURE, FIRE BARRIER-SHAFFLINERW2x WD FRAMING ON ME SIDE AIR SPACE ON EITHER SIDE +518' TYPE'V GWB TIPOUND SURFACE H1SC - BOUND ATA HARD SURFACES SHAFT ENCLOSURE, FIRE BARRIER-SHAFFLINER&WD FRAMING ON EACH SIDE ASSEMBLY; PROVIDE (1) LAYER OF 519" TYPE 0' ELSEWHERE) OVER GYPCRETE ELSEWHERE) ON 3/4' SU FLOCK ASSEMBLY+We GYPCRETE TOPPING OVER WI-] 31/2' B 10' TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL I GYP BD ON RC DELUXE SPACED PER ASSEMBLY WIRE PIE RFC ; FROM ER OF PE C' 1 FG -1 GYP BD O SO DELUXE S ACED ABBE M13 GYP BD ON RL DELUXE SPACED PER ASSEMBLY EXTERIORWALL-2x6 GYP BD ATTACHED TO JOIST LEVEL2:112'-77/9 LEVEL 1 PLATE: 111'-11 19 FIREWALL- SHAFTLINER(ONLY) LEVEL 4:133'-115/8' 2 -HR FIREWALL- U)2x(WDWALL ONLY) CEILING: 5/8' TYE'C' GYP. BD. ON RC DELUXE 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT CHANNEL NR 8"PRECAST NONRATED DROP CEILING, DUCTS & FCUS AS — OCCUPANCY SEPARATION, FIRE BARRIER -20 OCCUR. HANG ALL ACCESSORIES TIGHT. RE: MECH (15s) ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24" MIN FROM EXT WALL AND SAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD ROOF/CEILING TYPE SCHEDULE FIRE PARTITION, 2x WD STUD WITH 510" TYPE W GWB ROOF PLATE: 144'-0 3/�4' CEILING S' TYPE'C' GYP. BD. ON RC DELUXE UYV BU Al IAUHI Iwoml RC -1 ON UNIT SIDE & RC DELUXE +518' TYPE X' GWB ON a RC -2 SIM CHANNEL CORRIDOR SIDE, BATT INSUL PER ASSEMBLY. RE: NI 2 SIM EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB STURCT FOR SHEAR REDS 1-HRMR SHAFT ENCLOSURE WD JOIST PROVIDEO 1 LAYER GWB ASLO SIM A7A.3 RCE 1 H TYPE 'B' A748.3 FLOCK ASSEMBLY: 1114" GYPLRETE TOPPING OVER FIREWALL. (2) LAYERS OF P SHAFT LINER WON V METALFRAMING, PROVIDE (2) LAYERSGWB RIVANGEOVIDE( ) A7 -B1 1 -HR LIAR CORRIDOR UNIT B2.1 1 -HR EXTERIORWALL-23 WE -1c A52.2 FLOOR ASSEMBLY: 314 GYPCRETE TOPPING OVER a FIRE RATING TYPE 'B' 18' TRUSSES (SPACE PER STRUCT): 31? BATT INSU SUBFLOOR ON 2X JOISTS (SPACED PER STRUCT); UNE. 10'MUSS WI SHTH AND GYPCRETE TOPPING PE -2 POST -TENSIONED CONCRETE FOUNDATION; RE: PER ASSEMBLY; PROVIDE (1) LAYER OF 519" TYPE 0' W62b NR STRUCTURAL F" r• BALCONY, IS'MAIL TRUSS W/ CONCRETE TOPPING FC5 1 -HR ]FC� AO NR FGB WI-tl PE -7 1 -HR LEVE -1 :100'9vu SIM 2 -HR LEVEL 3: 123'-33/74' FGB AGI0 2 WI 2b 112HRCORRIDOR, FIE PARTTON-2a5WNHRC TYPE 'B' A7A 3 EXIT ENCLOSURE FIRE BARRIER-SHAFTUNER&WDFRAMING WI -3a 2 -HR EXIT ENCLOSURE FIRE BARRIER-SHAFTLINER&WDFRAMING FLOORASSEMBLY:1 114" GYPLRETE TOPPING OVER 2 -HR _ _LEVEL 2 PLATE: 121'9' CEILING: SO' TYPE' C' GYP. BD. ON RC DELUXE W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER -SHA "LINER&WDFRAMING (15s) ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24" MIN FROM EXT WALL AND SAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD f be L r ei2 IN :?IN is •.? I SIM LEVEL 2: 112'12'-7 7/�8' LEVEL 1 PLATE: 111'-111'-1 1�R" CEILING: 5/8' TYPE 'C' GYP. BD. ON RC DELUXE CHANNEL FIRE WALL. (2) LAYERS OF V SHAFT LINER WITH 1 - AIR SPACE ON EITHER SIDE +5XV TYPE W GWB POST -TENSIONED CONCRETE FOUNDATION: RE: w1-9 STRUCTURAL _ _ _ LEVEL 1: 100t 10D't�0' L SECTION 1 - FIREWALL 1 3[8'--l'-0'r ROOF/CEILING TYPE SCHEDULE MARK ROOF PLATE: 144'-0 3/�4' CEILING S' TYPE'C' GYP. BD. ON RC DELUXE UYV BU Al IAUHI Iwoml RC -1 1 H a RC -2 SIM CHANNEL CORRIDOR, ROOF TRUSSES, FR0VIDE(2)IAYERSGWR NI 2 SIM EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB T 1-HRMR SHAFT ENCLOSURE WD JOIST PROVIDEO 1 LAYER GWB ASLO 1 -HR A7A.3 RCE 1 H TYPE 'B' A748.3 FLOCK ASSEMBLY: 1114" GYPLRETE TOPPING OVER FIREWALL. (2) LAYERS OF P SHAFT LINER WON V METALFRAMING, PROVIDE (2) LAYERSGWB RIVANGEOVIDE( ) RLA 1 -HR LIAR 1M" SOUND MAT AT HARD SURFACES (1 VT AIR SPACE ON EITHER SIDE +SKS' TYPE R' GWB 1 -HR EXTERIORWALL-23 WE -1c GYPCETE ELSEWHERE)ON W4' SUBFLOR OVER FLOOR ASSEMBLY: 314 GYPCRETE TOPPING OVER MARK FIRE RATING Descriolon 18' TRUSSES (SPACE PER STRUCT): 31? BATT INSU SUBFLOOR ON 2X JOISTS (SPACED PER STRUCT); UNE. 10'MUSS WI SHTH AND GYPCRETE TOPPING PE -2 1 -HR PER ASSEMBLY; PROVIDE (1) LAYER OF 519" TYPE 0' GYP BO ATTACHED TO JOIST NR BALCONY, 2K JOIST W/ COMPOSITE DECKING F" GYP BD ON RC DELUXE SPACED PER ASSEMBLY BALCONY, IS'MAIL TRUSS W/ CONCRETE TOPPING FC5 1 -HR ]FC� AO NR FGB WI-tl PE -7 1 -HR GARAGE DOUBLE TEE W/ CONCRETE TOPPING SIM 2 -HR LEVEL 3: 123'-33/74' FGB AGI0 2 WI 2b 112HRCORRIDOR, FIE PARTTON-2a5WNHRC TYPE 'B' A7A 3 EXIT ENCLOSURE FIRE BARRIER-SHAFTUNER&WDFRAMING WI -3a 2 -HR EXIT ENCLOSURE FIRE BARRIER-SHAFTLINER&WDFRAMING FLOORASSEMBLY:1 114" GYPLRETE TOPPING OVER 2 -HR _ _LEVEL 2 PLATE: 121'9' CEILING: SO' TYPE' C' GYP. BD. ON RC DELUXE W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER -SHA "LINER&WDFRAMING 1M" SOUND MAT AT HARD SURFACES (1 VT 2 -HR CHANNEL WII 2 -HR CRGYPETE ELSEWHERE) ON WO4' SUBFLR OVER WLY FIRE WALL, (2) LAYERS OF I- SHAFT LINER WITH 1' SHAFTENCLO3URE, FIRE BARRIER-SHAFTLINERWhWD FRAMING ON ONE SIDE WI3b 18' TRUSSES (SPACE PER STRUCT):31? BATT INSULPER SHAFTENCLOSURE, FIRE BARRIER-SHAFFLINERW2x WD FRAMING ON ME SIDE AIR SPACE ON EITHER SIDE +518' TYPE'V GWB 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFFLINER&WD FRAMING ON EACH SIDE ASSEMBLY; PROVIDE (1) LAYER OF 519" TYPE 0' 2 H FLOCK ASSEMBLY+We GYPCRETE TOPPING OVER WI-] 2 H GYP BD ON RC DELUXE SPACED PER ASSEMBLY WIRE SUBFILOOR ON � JOISTS PER STRUCT); b FG -1 1 -HR EXTERIORWALL-2x6 GYP BD ATTACHED TO JOIST 2 -HR FIREWALL- SHAFTLINER(ONLY) LEVEL 4:133'-115/8' 2 -HR FIREWALL- U)2x(WDWALL ONLY) WI -39c: 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR 8"PRECAST WI -11a — OCCUPANCY SEPARATION, FIRE BARRIER -20 J�AD 6A7�3 1 -HR OCCUPANCY3EPAMTON, FIRE BARRIER -28 10 0 fjTA1R3 OCCUPANCY SEPARATION, FIRE WI -12a 4a LEVEL 3 PLATE: 137 4 7/7?8" OCCUPANCY SEPARATION. FIRE BARRIER-G(2)WWI GWB TYPE B' OVER OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WI -13a 1 -HR CEILING: 5/8" TYPE 0' GYP. SO. ON RC DELUXE VO" SOUND MATAT HARDIURFAOS(I 1S2- TR INT.BEARINGWPLL-2 WA W a -14aN NR 0CWNEL `iK=e5C4. e1..1=1'Kill 111r1rU.. f be L r ei2 IN :?IN is •.? I SIM LEVEL 2: 112'12'-7 7/�8' LEVEL 1 PLATE: 111'-111'-1 1�R" CEILING: 5/8' TYPE 'C' GYP. BD. ON RC DELUXE CHANNEL FIRE WALL. (2) LAYERS OF V SHAFT LINER WITH 1 - AIR SPACE ON EITHER SIDE +5XV TYPE W GWB POST -TENSIONED CONCRETE FOUNDATION: RE: w1-9 STRUCTURAL _ _ _ LEVEL 1: 100t 10D't�0' L SECTION 1 - FIREWALL 1 3[8'--l'-0'r ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING UYV BU Al IAUHI Iwoml RC -1 1 H a RC -2 1 H CORRIDOR, ROOF TRUSSES, FR0VIDE(2)IAYERSGWR NI 2 SIM EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE WD JOIST PROVIDEO 1 LAYER GWB ASLO 1 -HR SLOFDELKL TRU PAVERS ON PEDESTAL SYSTEM OVER SLOPED POOLTRUSSES RCE 1 H TYPE 'B' A748.3 FLOCK ASSEMBLY: 1114" GYPLRETE TOPPING OVER 2 -HR METALFRAMING, PROVIDE (2) LAYERSGWB RIVANGEOVIDE( ) RLA 1 -HR LIAR 1M" SOUND MAT AT HARD SURFACES (1 VT WE -ib 1 -HR EXTERIORWALL-23 WE -1c GYPCETE ELSEWHERE)ON W4' SUBFLOR OVER FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Descriolon 18' TRUSSES (SPACE PER STRUCT): 31? BATT INSU 1 -HR UNE. 10'MUSS WI SHTH AND GYPCRETE TOPPING PE -2 1 -HR PER ASSEMBLY; PROVIDE (1) LAYER OF 519" TYPE 0' FCd NR BALCONY, 2K JOIST W/ COMPOSITE DECKING F" GYP BD ON RC DELUXE SPACED PER ASSEMBLY BALCONY, IS'MAIL TRUSS W/ CONCRETE TOPPING FC5 1 -HR UNIT 181 TRUSSES WI SHTH AND GYPCRETE TOPPING FC -1 NR FGB WI-tl PE -7 1 -HR GARAGE DOUBLE TEE W/ CONCRETE TOPPING FCB 2 -HR LEVEL 3: 123'-33/74' FGB 1 -HR UNIT 181 MUSS W/ SHTH AND GYPCRETE TOPPING AND MIN R-AINSUL. WI 2b 112HRCORRIDOR, FIE PARTTON-2a5WNHRC WI -3 2 H EXIT ENCLOSURE FIRE BARRIER-SHAFTUNER&WDFRAMING WI -3a 2 -HR EXIT ENCLOSURE FIRE BARRIER-SHAFTLINER&WDFRAMING WI -3b 2 -HR _ _LEVEL 2 PLATE: 121'9' CEILING: SO' TYPE' C' GYP. BD. ON RC DELUXE W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER -SHA "LINER&WDFRAMING STAIR 3 2 -HR CHANNEL WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING WLY FIRE WALL, (2) LAYERS OF I- SHAFT LINER WITH 1' SHAFTENCLO3URE, FIRE BARRIER-SHAFTLINERWhWD FRAMING ON ONE SIDE WI3b 1 SHAFTENCLOSURE, FIRE BARRIER-SHAFFLINERW2x WD FRAMING ON ME SIDE AIR SPACE ON EITHER SIDE +518' TYPE'V GWB 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFFLINER&WD FRAMING ON EACH SIDE WIRE 2 H FLOCK ASSEMBLY+We GYPCRETE TOPPING OVER WI-] 2 H SHAFT ENCLOSURE 2x WE STUD GWB ON EACH SIDE WIRE SUBFILOOR ON � JOISTS PER STRUCT); b WIAa 1 -HR EXTERIORWALL-2x6 GYP BD ATTACHED TO JOIST 2 -HR FIREWALL- SHAFTLINER(ONLY) W4W 2 -HR FIREWALL- U)2x(WDWALL ONLY) WI -39c: 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR 8"PRECAST WI -11a — OCCUPANCY SEPARATION, FIRE BARRIER -20 J�AD 6A7�3 1 -HR OCCUPANCY3EPAMTON, FIRE BARRIER -28 10 0 1 -HR OCCUPANCY SEPARATION, FIRE WI -12a 4a 1 -HR 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER-G(2)WWI GWB TYPE B' OVER OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WI -13a 1 -HR INT. BEARING WAIL -26 VO" SOUND MATAT HARDIURFAOS(I 1S2- f be L r ei2 IN :?IN is •.? I SIM LEVEL 2: 112'12'-7 7/�8' LEVEL 1 PLATE: 111'-111'-1 1�R" CEILING: 5/8' TYPE 'C' GYP. BD. ON RC DELUXE CHANNEL FIRE WALL. (2) LAYERS OF V SHAFT LINER WITH 1 - AIR SPACE ON EITHER SIDE +5XV TYPE W GWB POST -TENSIONED CONCRETE FOUNDATION: RE: w1-9 STRUCTURAL _ _ _ LEVEL 1: 100t 10D't�0' L SECTION 1 - FIREWALL 1 3[8'--l'-0'r N KEY PLAN ® 4 PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 H UNIT. ROM TRUSSES, PROVIDE (1) LAYER GWR ON RCOELUXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FR0VIDE(2)IAYERSGWR RC -3 2 H EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE WD JOIST PROVIDEO 1 LAYER GWB RL -5 1 -HR SLOFDELKL TRU PAVERS ON PEDESTAL SYSTEM OVER SLOPED POOLTRUSSES RCE 1 H UNITROHEF EAYERLAYER GWB IXJ RC DELUXE RC-] 2 -HR METALFRAMING, PROVIDE (2) LAYERSGWB RIVANGEOVIDE( ) RLA 1 -HR LIAR METALFMMING, PROVIDE (2)LAYERS GWB WE -ib 1 -HR EXTERIORWALL-23 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Descriolon FG1 1 -HR UNE. 10'MUSS WI SHTH AND GYPCRETE TOPPING PE -2 1 -HR CORRIDOR, 2K JOIST W/ SHTH AND GYPCRETE TOPPING FCd NR BALCONY, 2K JOIST W/ COMPOSITE DECKING F" 1 -HR BALCONY, IS'MAIL TRUSS W/ CONCRETE TOPPING FC5 1 -HR UNIT 181 TRUSSES WI SHTH AND GYPCRETE TOPPING FC8 NR STAIR LANDING, a JOIST W/ SHTH(LAP OVER ADJACENT SHT) AND WC GYPCRETE TOPPING PE -7 1 -HR GARAGE DOUBLE TEE W/ CONCRETE TOPPING FCB 2 -HR TRASH, 18'MUSS W/ SHTH AND GYPCRETE TOPPING FGB 1 -HR UNIT 181 MUSS W/ SHTH AND GYPCRETE TOPPING AND MIN R-AINSUL. N KEY PLAN ® 4 PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WL1a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT WL1b 2 -HR SHAFT ENCLOSURE- IT CONCRETE, RE: STRUCT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT WNa NR WCONCRETEWALL,RE:STRUCT WQb NR 12" CONCRETE WALL, RE: STRUCT WFM NR 6 CMU WALL W-05 2 -HR FIRE BARRIER B' CMU WALL WE -la 1 -HR EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-23 WE -1c 1 -HR EXTERIORWALL-29 WE -2 1 -HR EXTERIOR WALL -WW/ GWB ON BOTH SIDES WEA 1 -HR EXTERIOR WALL- 2 2M WE3b 1 -HR EXTERIOR WALL DEMISING -2W WE3c 1 -HR EXTERIOR WAU-DEMISING- 2 2x8 WEA NR PARAPET -2v& WEH5 1 -HR EXTERIOR&SMCKEBARRIER-2X6 WE5a 1 -HR GENERIC WALL WI-ta 1 -HR UNIT DEMISING, FIRE PARTITION -(2)20 WI lb 1 H UNIT DEMISING, FIRE PARTITION -12)2x6 WI 2a 112 HR CORRIDOR, FIRE PARTITION2X4 WI 2b 112HRCORRIDOR, FIE PARTTON-2a5WNHRC WI -3 2 H EXIT ENCLOSURE FIRE BARRIER-SHAFTUNER&WDFRAMING WI -3a 2 -HR EXIT ENCLOSURE FIRE BARRIER-SHAFTLINER&WDFRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFILINER&WDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER -SHA "LINER&WDFRAMING WILI 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING WLY 2 -HR SHAFTENCLO3URE, FIRE BARRIER-SHAFTLINERWhWD FRAMING ON ONE SIDE WI3b 2 -HR SHAFTENCLOSURE, FIRE BARRIER-SHAFFLINERW2x WD FRAMING ON ME SIDE W45c 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFFLINER&WD FRAMING ON EACH SIDE WIRE 2 H SHAFT ENCLOSURE, C PRE CAST WI-] 2 H SHAFT ENCLOSURE 2x WE STUD GWB ON EACH SIDE WIRE 2 H FIREWALL- C PRECAST CONCRETE WIAa 1 -HR EXTERIORWALL-2x6 WI6 2 -HR FIREWALL- SHAFTLINER(ONLY) W4W 2 -HR FIREWALL- U)2x(WDWALL ONLY) WI -39c: 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR 8"PRECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -20 WI -11 1 -HR OCCUPANCY3EPAMTON, FIRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATION, FIRE WI -12a 4a 1 -HR 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER-G(2)WWI GWB WF46 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WI -13a 1 -HR INT. BEARING WAIL -26 WI -136 TR INT.BEARINGWPLL-2 WA W a -14aN NR INTERIORWALL-2J(4 WFAb NR INTERIORWALL-2x6 WI -14C NR INTERIOR WALL -2x0 WI -15a 115-HRFIRE BARRIER -20 WN510 111R -HR FIRE BARRIER -2x8 WNBa 1 -HR NT IERIOR BEARING WALL- 20 WNBb 1 -HR INTERIOR BEARING WALL- 28 WI -160 1 -HR INTERIOR BEARING WALL- 2 2X8 KEYNOTES ND. NOTE 232 TYPICAL CONDENSING UNIT, RE: MECHANICAL N KEY PLAN ® 4 PROJECT 111 ,, 1111 KEPHART community • planning aarchileolurs 25M WAWUT STREET DENVER, COLORADO mms xxw.bpnenmm U) FEMM Z MLU 5\/ / LL O 00 IO1 W w C) LL Qe< W Q= U � D /w� V! l� V ! OOw =U _ w 0 > W � l SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Data Issue 10.16.19 too%CO NAM PDRIAT SUBMITTAI. 1 121320 R ER PEJ B n O mN DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Down By RB JT CT Cbxke4 By DMB Tore WALL SECTIONS Steel Number A6 -2m1 ,1 i�Ih8TA5SASNNSiltd � &4&,SYdRdi•I�WSld S• sr CORRIDOR UNIT Al A5UA TYPE 'B' ROOFASSEMBLY AMID CWP SHIIES SO MIN FROOVEM EXT A7-3.1 PAPER (ICE PND WATER SHIELD 24" MIN FROM EXT WALL AND EAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHO1 OVER PITCHED WD 'TRUSSESPERSTROVI LAYINMIN. 5-30BATT PER ENERGY RED '$PROVIDEall TYPE ASSEMBLY. GYP BD OVER RC DELUXE SPACED PER ASSEMBLY. PARAPET 2:151'-3- ROOF :151'ROOF ASSEMBLY: ADHEREDMO ROOFING MEMBRANE OVER PROTECTION SO (AT RIGID INSUL LOCATIONS) OVER RIGID INSUL (SLOPED FOR ^DRAINAGE) ON STRUCT SHTH OVER LOW SLOPE WD / TRUSSES (SPACED PER STRUCT): FILL CAVIT FULL OF LOI FILL INSULATION MIN R 25 PER ENERGY MCOEL; PROVIDE (2) LAYERS SAl NPE'X' GWB PER ASSEMBLY. ROOFTOP CONDENSER CURB. ROOF PIATE: 144'-O 3I� SIM Ml STUD WITH (1) LAYER SIB" TYPE'C GYP BD FLOOR ASSEMBLY: 11/4" GYPCRETE TOPPING OVER 1/4' SOUND MAT AT HARD SURFACES (1150 GYPCRETE ELSEWHERE) ON 3140 SUBFLOOR OVER LEVEL 4: 133'-11 518 LEVEL31PI-All 132_47/8' - CEILING: SIS" TYPE' C' GYP. SO ON RC DELUXE FLOOR ASSEMBLY: 115' GYPCRETE TOPPING OVER SUBROOR ON 2x JOISTS (SPACED PER STRUCT); PROVIDE (2) LAYERS OF 518 - TYPE 'CGYP BD. (NON RATED PLENUM AS OCCURS BELOW, SEE BOB) 3 SAY MIL STUD WITH (1) LAYER 518" TYPE 'C GYP BE FLOCK ASSEMBLY: 1110 GYPCRETE TOPPING OVER 114' SOUND MAT AT HARD SURFACES D 12" GYPCRETE ELSEWHERE) ON 3)4" SUBFLOOR OVER 1S' TRUSSES (SPACE PER STRUCT); 3 V2" BATT INSUL PER ASSEMBLY: PROVIDE (1) LAYER OF S'8" TYPE C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY LEVEL 2: 112'_7 7/W LEVEL 1 PLATE; 111_l 118- _CEILING: BUT TYPE C' GYP. BD. ON RC DELUXE CHANNEL �FIRE WALL. W PRECASTCONCRETE. RE: MFR POSTTENSIONED CONCRETE FOUNDATION; RE: STRUCTURAL LEVEL 1: 10l CONC FOUNDATION FIRE WALL, RE: STRUCT COM. FLUID APPLIED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC. ; RE SOILS REPORT VERTICAL DRAINAGE BOARD. INSTALL PER MFR SPECS; RE: SOILS REPORT FREE DRAINING MATERIAL; RE: SOILS REPORT DIAMETER PERFORATED RIGID DRAIN PIPE PER N ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24 -MIN FROM EXT WALL AND EAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WD TRUSSES PER STRUCT: LAY IN MIN. R30 BATT PER ENERGY RED'S; PROVIDE 5/8" TYPE'C' GYP BE OVER RC DELUXE SPACED PER ASSEMBLY. POST -TENSIONED CONCRETE FOUNDATION: STRUCTURAL LEVEL 1' 100'0" ROOF/CEILING TYPE SCHEDULE SIM FIRE RATING DESCRIPTION �C 1 -HR UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RCDELUXE RC -2 A7b.2 CORRIDOR, ROOF TRUSSES, FROVIDE(2)IAYERSGWB RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RO0FPLATE_144'-03'�4' 1-BRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) LAYER GWB RC CEILING 5/8'TYPE'C'GYP.BD.ONRC ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR DELUXE CHANNEL CSWK SOFFIT L J RF1 METALFRAMING, PROVIDE (2) GWB ROA 1 -HR METALFRAMING, PROVIDE (2) GWB WE -ib 1 -HR FIRE PARTITION, (2) L WD BND WALLS WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE WITH SIB' TYPE 'X' GWB ON UNIT SIDE, BATT FIRE RATING Description FE -1 INSUL PER ASSEMBLY. RE: STURCT FOR UNI,III MUSS W/ SHTH AND GYPCRETE TOPPING FO -2 1 -HR SHEAR RED'S. FCd NR BALCONY,' LJOIST SIM 1 -HR MillSES TRUSSW/CONCRETETE MUSS W1CONCRETE RALCONYIII 2 1N R U IST TOWING PNTHBLAP FC -6 A7-8.2 STI, LAUNDI G,aJ Wr OVER ADJACENT ANDWIPNDING,TE TOP W/SHTH (LAP OVER PfAALENT 5HT1) AND A4" GYPCRETE E TOPPING UNIT Al UNIT Al TEEW/CONCRETE TOFPING GASH,1 FLOOR ASSEMBLY: 1114" GYPCRETE II 1 FG9 TOPPING OVER 1W SOUND MATAT HARD TYPE 'B' So SURFACES U 10 GYPCRETE ELSEWHERE)ON WF3 W13 22 2 -HR BARRIER EXIT ENCLOSURE FIREBARRIER- SHAFTUNERBWDFRAMING ENCLOSURE, A4" SUBFLOOR OVER 18' TRUSSES 2 -HR EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERSWDFRAMING W (SPACE PER STRUCT);312'BATT INSUL EXIT ENCLOSURE, FIRE BARRIER- SHAFRINER&WDFRAMING WI -014 2 -HR PER ASSEMBLY: PROVIDE (1) LAYER OF 5/8'TYPE'C' WI -0a 2 -HR EXIT ENCLOSURE,FIREBARRIER - SHAFTUNERSWDFRAMING GYP BD ON RC DELUXE SPACED 2 -HR /PE WLY PER ASSEMBLY L -1I -1b WI3b 2 -HR AMING ONO3URE,FIRE BARRIER -SH4FTLINER W'L WD FRAMING SIDE r 2 -HR SU SHAFT ON EACH SURE BARRIER-SHAFTLINERB WD FRAMING ON EACH SIDE WIE 1 2 -HR ISHAFT ENCLOSURE, S' PRE CAST W17 LEVEL 4: 133'-115/8" SHAFTENCLOSURE,WID STUD A BON EACH SIDE WIA 2 -HR CONCRETE FIREWPLL-S'PRELAST CONCRETE 8'PRECATC W LEVEL 3 PLATE_13r-47/ EXTERIOR WALL -26 ILS WI6 2 -HR CSWK. SOFFIT WI -9m 2 -HR FIRESHAFT WONCRETE CEILING: SIS' TYPE' C' GYP. SO ON RC 2N R ENCLOSURE SHAFT ENCL0.5URE-8'CONCRETE, RE: STRUCT WI -10 DELUXE CHANNEL PRECAST WLita 1 -HR FIRE PARTITION, (2) 2x WD SND WALLS WI -11 1 -HR OCCUPANCY SEPARATION, FIREBARRIER-2x8 WITH SIB' TYPE'V GWB ON UNIT SIDE, BATT 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x8 WI -12a INSUL PER ASSEMBLY. RE: STURCT FOR OCCUPANCY SEPARATION. FIRE BARRIER -(2)2x6 WPLLB W/ GWB WF46 1 -HR SHEAR RED'S. UNIT Al UNIT Al INT. BEARING WPII-26 sIM AS (.1 A51.1 2 FLOOR ASSEMBLY: 1114" GYPCRETE TYPE'B' TYPE'B' A782 TOPPING OVER 1W SOUND MAT AT HARD WI -14C NR INTERIOR WALL SURFACES U 12' GYPCRETE ELSEWHERE) 112 -HR FIRE BARRIER -24 2A WNSb ON A4" SUBFLOOR OVER 18' TRUSSES FIREBARRIER-26 WI -16a Ba 1 -HR (SPACE PER STRUCT); 312' BATT INSUL WI -16b 1 -HR INTERIOR BEARING WALL- 26 PER ASSEMBLY: PROVIDE (1) LAYER OF 5/8' 1 -HR INTERIOR BEARING WALL- 2 26 MIA TYPE'C' GYP BD ON RC DELUXE SPACED PER ASSEMBLY C4 WI -1b FG1 NOTE LEVEL 3_1233'-3/ _ LEVEL2PLATE:121�9" CSWK. SOFFR CEILING 5ABTYPEC'GYP.BD.ONRC DELUXE CHANNEL FIRE PARTITION. (2) 2x WD SND WALLS WITH BAR TYPE X' GWB ON UNIT BIDE, BATT INSUL PER ASSEMBLY. RE: STURCT FOR SHEAR REQS. UNIT Al UNIT Al sIM 1 A5.1.1 A51.1 TYPE -B TYPE 'B' A7A.13 FLOORASSEMBLY.GrYDPAT TE TOPPING OVER OVER 1W SOUND GSOUNDMATATHARD SURFACES GYPCRETE ELSEWHERE) F OO OVER 18' TRUSSES A4" SUBPER (SPACE PER STRUCT); 312' BATT INSUL STRU PER ASSEMBLY: PROVIDED) LAYER OF 518' PERAS C6 WI4b FC5 TYPE C'GTP BD ON RC DELUXE SPACED PER ASSEMBLY LEVEL 2_11rd 7/ LEVEL PLATE_itt'-11/18" CEILING: 5R' TYPE C' GYP. BD. ON RL LL DELUXE CHANNEL NONRATED DROP CEILING, DUCTS 8 FCU'S AS CCCUR, HANG ALL ACCESSORIES TIGHT. RE: MECH BEARING WALL, (2) 2x WD SND WALLS WITH SW TYPE'J(' GWB ON EACH SIDE. RE: STRUCTFORSHEARREOS SUN ROOM LOBBY POST -TENSIONED CONCRETE FOUNDATION: STRUCTURAL LEVEL 1' 100'0" ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION �C 1 -HR UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RCDELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, FROVIDE(2)IAYERSGWB RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-BRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) LAYER GWB RC 1 -HR ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR POST -TENSIONED CONCRETE FOUNDATION: STRUCTURAL LEVEL 1' 100'0" N KEY PLAN ® 4 PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RCDELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, FROVIDE(2)IAYERSGWB RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-BRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) LAYER GWB RC 1 -HR ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -7 1 -HR METALFRAMING, PROVIDE (2) GWB ROA 1 -HR METALFRAMING, PROVIDE (2) GWB WE -ib 1 -HR EXTERIORWALL-26 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Description FE -1 1 -HR UNI,III MUSS W/ SHTH AND GYPCRETE TOPPING FO -2 1 -HR CORRIDOR,' JOIST W/ SHTI AND GYPCRETE TOPPING FCd NR BALCONY,' LJOIST FC -0 1 -HR MillSES TRUSSW/CONCRETETE MUSS W1CONCRETE RALCONYIII FC5 1N R U IST TOWING PNTHBLAP FC -6 NR STI, LAUNDI G,aJ Wr OVER ADJACENT ANDWIPNDING,TE TOP W/SHTH (LAP OVER PfAALENT 5HT1) AND A4" GYPCRETE E TOPPING FO -T 1 -HR TEEW/CONCRETE TOFPING GASH,1 FCA 2 -HR - MUSS TRASH, 18- 'TRUSAW SIATHIATHA ANDGCIRETE FG9 1 -HR TOPP%NG UNIT, TRUSS W/SHTIAND GVPCRETE TOPPINGAND MIN R-251NSUL. N KEY PLAN ® 4 PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE- OF CONCRETE, RE: STRUCT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT WNa NR WCONCRETEWALL,RE:STRUCT WQb NR 12" CONCRETE all RE: STRUCT WFM NR 6 CMU WALL W-05 2 -HR FIRE BARRIER IF CMU WALL WEia 1 -HR EXTERIORWALL-2x4 WE -ib 1 -HR EXTERIORWALL-26 WE -1c 1 -HR EXTERIORWALL-26 WE -2 1 -HR EXTERIOR WALL -26W/ GWB ON BOTH SIDES WE3a 1 -HR EXTERIOR WALL- 2 L4 WE -Sb I 1 -HR I EXTERIOR WALL DEMISING -2 D& WE -3F 1 -HR EXTERICRWPILDEMISING-226 WE -0 NR PARAPET -26 WEd 1 -HR EXTERIOR SSMCKE BARRIER -26 W 1 -HR WPll WI-1aAX 1 -HR UNITDGENERIC UNIT DEMISING, FIRE PARTTION-(2)2W CO 1 -HR (2)26 UNIT DEMISING, FIRE PAION WI WI 112 HR CORRIDOR, FIRE PARTITION 2X4 So -HR EPPRE ION RC COREXIT WF3 W13 22 2 -HR BARRIER EXIT ENCLOSURE FIREBARRIER- SHAFTUNERBWDFRAMING ENCLOSURE, WI -3a 2 -HR EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERSWDFRAMING W 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFRINER&WDFRAMING WI -014 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFRINERSWDFRAMING WI -0a 2 -HR EXIT ENCLOSURE,FIREBARRIER - SHAFTUNERSWDFRAMING WIAIBt5a 2 -HR EXIT ENCLOSURRE,FIRE AAFTLIRSWDFRAMING WLY 2 -HR FIREBARRIER SHJMING ON ME SIDE BARRIER-BHAFTLINERW hWD RIER FRAMING ON ONE SIDE WI3b 2 -HR AMING ONO3URE,FIRE BARRIER -SH4FTLINER W'L WD FRAMING SIDE W45c 2 -HR SU SHAFT ON EACH SURE BARRIER-SHAFTLINERB WD FRAMING ON EACH SIDE WIE 1 2 -HR ISHAFT ENCLOSURE, S' PRE CAST W17 2 -HR SHAFTENCLOSURE,WID STUD A BON EACH SIDE WIA 2 -HR CONCRETE FIREWPLL-S'PRELAST CONCRETE 8'PRECATC W 1 -HR EXTERIOR WALL -26 ILS WI6 2 -HR FIREWALL-SHAFRINWAUTON WI -9m 2 -HR FIRESHAFT WONCRETE WI -09c 2N R ENCLOSURE SHAFT ENCL0.5URE-8'CONCRETE, RE: STRUCT WI -10 NR PRECAST WLita 1 -HR OOCCUPANCY SEPARATION, FIRE BARRIER -2x4 WI -11 1 -HR OCCUPANCY SEPARATION, FIREBARRIER-2x8 WI -11C0 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x8 WI -12a 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)2x6 WPLLB W/ GWB WF46 1 -HR OCCUPANCY SEPARATION, FIRE B4RRIER-(2)2x8 WPLLB W/ GWB W4t3a 1 -HR INT. BEARING WPII-26 WF136 1R INT.BEARINGWPLL-2x8 WWI-14a NNR INTERIORWALL-2J(4 WI -14b NR INTERIORWALL-26 WI -14C NR INTERIOR WALL WI -15a 112 -HR FIRE BARRIER -24 2A WNSb 112-X5 FIREBARRIER-26 WI -16a Ba 1 -HR R BEARING WALL- 2x4 INTERIOTOB WI -16b 1 -HR INTERIOR BEARING WALL- 26 WI -i7 1 -HR INTERIOR BEARING WALL- 2 26 MIA KEYNOTES ND. NOTE N KEY PLAN ® 4 PROJECT 111 ,, ■ PBH Anning community a TRTrB eeeeeeeee 25M WALNUT STREET DENVER, COLORADO MMS xxw.bpeenmm U) FEMM Z MLU \/ 55 LL fO 00 P IO1 W w C) LL Q W� QT. U w � D CO l� O V! Ow =U _ w 0 > W LL Mr lM/ V MONOSSON SOF 0040 U N 037 4 c4 �SFD ARC`F. 03.25.2021 No. Me Issue 10.1619 0926..AkSUBM�k 000 Nyelong r DJV Pmgd Designer DMB eleeleeN 08.28.2020 Job Number eleele 218094 Drom By eleele RB JT CT CbxM6 By eleele DMB Tme WALL SECTIONS Shme Number A6-2.2 ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24' MIN FROM EXT WALL AND EAVE AND EITHER S10E OF RIDGES AND VALLEYS) OVER ROOF SHTH OVER PITCHED WE TRUSSES PER STRUCT; LAY IN MIN. R 30 BATT PER ENERGY RED'S: PROVIDE TV TYPE'C' GYP BD OVER RC DELUXE SPACED PER ASSEMBLY. FILL CAVIT I I / LOOSe FILL INSULATION MIN RC 5) PER NERGYULL OF 6 SIM A]S.2 _ROOF PLATE: 144'-03/4m CEILING: 518 -TYPE -C' GYP. BITCH RCDELUXE L — — — CHANNEL L. NONRATED DROP CEILING, DUCTS & FCU5 AS OCCUR. HANG ALL ACCESSORIES TIGHT. RE: MECH FIRE PARTITION, 2x WD STUD WITH 518' TYPE'X' GWB ON UNIT SIDE & RL DELUXE +Sir TYPE %' GWB ON CORRIDOR SIDE, BATA INSUL PER ASSEMBLY. RE: STURCT FOR SHEAR REG'S UNIT B2 FLOOR ASSEMBLY: 11/4' GYPLRETE TOPPING OVER AS23 CORRIDOR 114' SOUND MAT AT HARD SURFACES U I/2' TYPE 'B' GYPCRETE ELSEWHERE) ON 314' SUBROOR OVER UP TRUSSES (SPACE PER STRUCT); 3112' BATA INSUL PER ASSEMBLY; PROVIDE (1) LAYER OF Sir TYPE C! GYP BE ON RC DELUXE SPACED PER ASSEMBLY FLOOR ASSEMBLY: 1112' GYPCRETE TOPPING OVER SUBFLOOR ON 2x JOISTS (SPACED PER STRUCT); PROVIDE (2) LAYERS OF 518" TYPE C' GYP BD. (NON RATED PLENUM AS OCCURS BELOW, SEE ROP) 3 S18' FL -0 WI -26 FG2 M. STUD WITH (1)LAYER 5/8'NPE'C'GYP BO F I _ _ _ _LEVEL 4: 7330-115/8 n LEVEL 3 PIATE: 132-47/8" B SIM L. A]S.2 FIRE PARTITION, 2x WD STUD WITH S/8' TYPE 'X GWB I Y I LEVEL 3 CUT OUT OF SECTION; SIMILAR TO LEVEL 2 10" TRUSSES (SPACE PER STRUCT); 31Q' BATT INSUL UNIT 132a PER ASSEMBLY; PROVIDE (1) LAYER OF SIB' TYPE 'C' CORRIDOR GYP BO ON RC DELUXE SPACED PER ASSEMBLY A53 3 FLOORASSEMBLY: 1112' GYPCRETE TOPPING OVER TYPE'A' SUBFLOOR ON 2x JOISTS (SPACED PER STRUCT): PROVIDE (2) LAYERS OF SIB" TYPE'CGYP BD. (NON RATED PLENUM AS OCCURS BELOW, SEE RCP) 3518' MTL SND WITH (1) LAYER Sir PEC' GYP BD _ LEVEL 2:112'-77/8 LEVEL 1 PIATE: 111'-1 1� 5 SIM A]-0.5 FIRE BARRIER 2x W0 SND WITH 5B' TYPE 'X' GWB Ca FITNESS CORRIDOR I W CORR. m e F SECTION 6 - CI E7c1laIetti FLOOR ASSEMBLY: 1112' GYPLRETE TOPPING OVER SUBFLOOR ON 2x JOISTS (SPACED PER STRUCT); PROVIDE (2) LAYERS OF SID" TYPE C GYP BD. (NON RATED PLENUM AS OCCURS BELOW, SEE RGP) 3518' MAL STUD WITH (1) LAYER USE TYPE 'C' GYP BD LEVEL 1100'.0- _ BASEMENT PLATE: 98'-33/4 �\ SIM FOUNDATION WALL, RE: STRUCT FLUID APPLIED WATERPROOFING MEMES .L PER MFR SPEC.; RE SOILS REPORT ;AL DRAINAGE BOARD, INSTALL PER MFR i; RE: SOILS REPORT BASEMENT: 89'-2 5/8" 19 UNIT 182e HI{pg UNIT A2 A5-24 -0 12 TYPE -B TYPE 'B' ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER ICE AND WATER SHIELD 24' MIN FROM EXT WALL AND SAVE AND EITHER SIDE OF RIDGES AND VALLEYS) OVER ROOF SHAH OVER PITCHED WD TRUSSES PER STRUCT; LAY IN MIN. 11-30 BATT PER ENERGY RED'S; PROVIDE ASAT TYPE CSSEMBLY.' GYP BD OVER RC DELUXE SPACED PER ASSEMBLY. CEILING: S V TYPE'C' GYP. SO. ON RC DELUXE —CHANNEL ROOF PLATE: 144'-0 3/4" SIM 4]d 3 FLOOR ASSEMBLY: 1 14" GYPCRETE TOPPING OVER WE SOUND MATAT HARD SURFACES N 117 GYPCRETE ELSEWHERE)ON 3140 SUBFLOOR OVER /�PE TRUSSES (SPACE PER ST LAYER 31IT BATT E C' PER ASSEMBLY: PROVIDE STRAYER OF CB" NPE'O' GYP BD ON RC DELUXE SPACED PER ASSEMBLY LEVEL 4:133'-11 5/4 _LEVEL 3 PLATE: 132'-4 T/88"" V L 3 CUT OUT OF SECTION; SIMILAR TO LEVEL 2 IpI I UNIT132e.1 E1II1A UNITA2.1 W TYPE B' �IIM TYPE B' EFERM, SI11IM t•INIUA A Al 14 TYPE B' E04�Da 171.2 PE B' SIM / PER ASSEMBLY; PROVIDE (1) LAYER OF 5B" TYPE GYP BD ON RC DELUXE SPACED PER ASSEMBLY LEVEL 1: 100'.0" BASEMENT PIATE_98'-3 3/4 CEILING: W TYPE'C' GYP. BD. ON RC DELUXE CHANNEL AFIRE WALL, (2) LAYERS OF P SHAFT LINER WITH 1' AIR SPACE ON EITHER SIM +TV TYPE -V GWB 1-1 SIM SECTION 5 - FIREWALL 1 318, = 1'-01, POST -TENSIONED CONCRETE FOUNDATION; RE: STRUCTURAL _ EASEMENT: 89'-2 ROOF/CEILING TYPE SCHEDULE MARK UNIT B2eFLOCK RC -1 1 -HR UNIT. ROOF TRUSSES, PROVIDE (1) IAYER GWB ON RCOELJXE ASSEMBLY 11/47 GYPCRETE TOPPING OVER 1/4' SOUND MAT AT HARD SURFACES N 11T 1 -HR CORRIDOR, ROOF TRUSSES, FROVIDE(2)IAYERSGWB AS -24 2 -HR GYPCRETE ELSEWHERE) ON WI SUBFLOOR OVER RCA 1-HRMR TYPE -W PC UP TRUSSES (SPACE PER STRUCT); 3 1C BATT INSL ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC CELU5 PER ASSEMBLY; PROVIDE (1) LAYER OF SR" PE C' 1 -HR METALFRAMING, PROVIDE (2) GWB 'CU WI-9GYP 1 -HR BD ON RC DELUXE SPACED PER ASSEMBLY WE -ib 1 -HR FLEVEL WE - 2:112'-7T/88"" FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Descriolon FG1 14111 UNIT. 10'MUSS WI SHTH AND GYPCRETE TOPPING FO -2 LIAR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING VJ NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FDA LIAR BALCONY, 15' MAX TRUSS W1 CONCRETE TOWNS FC5 LIAR UNIT, TV TRUSSER W/ SHTH AND GYPCRETE TOPPING LEVEL 1 PLATE: 111'-11/8"L STAIR LANDING, a JOIST W/ SHTH(LAP OVER ADJACENT SHT) AND 314" GYPCREAE TOPPING FO-] LIAR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FCA FIRE WALL, (2) LAYERS OF 1" SHAFT LINER WITH V TRASH, 18' MUSS W/ SHTH AND GYPCREAE TOP%NG FG9 LIAR UNIT18'MUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. AIR SPACE ON EITHER SIX +Sir TYPE 'X' GWB IpI I UNIT132e.1 E1II1A UNITA2.1 W TYPE B' �IIM TYPE B' EFERM, SI11IM t•INIUA A Al 14 TYPE B' E04�Da 171.2 PE B' SIM / PER ASSEMBLY; PROVIDE (1) LAYER OF 5B" TYPE GYP BD ON RC DELUXE SPACED PER ASSEMBLY LEVEL 1: 100'.0" BASEMENT PIATE_98'-3 3/4 CEILING: W TYPE'C' GYP. BD. ON RC DELUXE CHANNEL AFIRE WALL, (2) LAYERS OF P SHAFT LINER WITH 1' AIR SPACE ON EITHER SIM +TV TYPE -V GWB 1-1 SIM SECTION 5 - FIREWALL 1 318, = 1'-01, POST -TENSIONED CONCRETE FOUNDATION; RE: STRUCTURAL _ EASEMENT: 89'-2 N KEY PLAN ® R®Z — PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DIESCRIPTIGN RC -1 1 -HR UNIT. ROOF TRUSSES, PROVIDE (1) IAYER GWB ON RCOELJXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, FROVIDE(2)IAYERSGWB RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) LAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB PC 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC CELU5 RC -7 1 -HR METALFRAMING, PROVIDE (2) GWB ROA 1 -HR METALFRAMING, PROVIDE (2) GWB WE -ib 1 -HR EXTERIORWALL-26 WE - 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Descriolon FG1 14111 UNIT. 10'MUSS WI SHTH AND GYPCRETE TOPPING FO -2 LIAR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING PC NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FDA LIAR BALCONY, 15' MAX TRUSS W1 CONCRETE TOWNS FC5 LIAR UNIT, TV TRUSSER W/ SHTH AND GYPCRETE TOPPING FLS NR STAIR LANDING, a JOIST W/ SHTH(LAP OVER ADJACENT SHT) AND 314" GYPCREAE TOPPING FO-] LIAR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FCA 2 -HR TRASH, 18' MUSS W/ SHTH AND GYPCREAE TOP%NG FG9 LIAR UNIT18'MUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. N KEY PLAN ® R®Z — PROJECT WALL TYPE SCHEDULE MARK FIRE RATING DESORPTION WL1a 2 -HR SHAFT ENCLOSURE- S" CONCRETE, RE: STRUCT WL11b 2 -HR SHAFT ENCLOSURE- NE CONCRETE, RE: STRUCT W42 2 -HR ME CONCRETE FIRE WALL, RE: STRUCT W03a NR WCONCRETEWALL,RE:STRUCT WQb NR 12" CONCRETE WALL, RE: STRUCT W4X NR 6 CMU WALL W-05 2 -HR FIRE BARRIER B' CMU WALL WEia 1 -HR EXTERIORWALL-2x4 WE -ib 1 -HR EXTERIORWALL-26 WE - 1 -HR EXTERIOR WALL-2xB WE2 1 -HR EXTERIOR WALL -29W/GAS ON BOTH SIDES WEJW 1 -HR EXTERIOR WALL -2 WE3b 1 -HR NISI EXTERIOR WALL DSING-2D& WEA 1 -HR EXRAJPET WAlLDNISING-22x8 WE -0 NR PARAPET -2v& WEd 1 -HR ERISSMCKE BARRIER -2x8 WESe 1 -HR ENC GENERIC WI -1a 1 -HR UNIT UNIT DEMISING, FIRE PARTITION -(2)2W WI2a 1 -HR UNG DEMISING FIREPARTITIONON-(2)2x6 WI2a112 HR CORRIDOR, FIRE PARTITION2X4 =U -HR EPARE ION RC COREXIT W13 22 2 -HR BARRIER EXIT ENCLOSURE FIRE BARRIER- SHAFTUNERBWDFRAMING ENCLOSURE, WI -3a WI -Ra 2 -HR EXIT ENCLOSUREFIREBARRIER - SHAFTLINERSWDFRAMING W 2 -HR EXIT ENCLOSUREFIREBARRIER - SHAFTLINER&WDFRAMING WI -014 2 -HR EXIT ENCLOSURE FIREBARRIER SHAFINERSWDFRAMING W 2 -HR EXIT ENCLOUREFIREBARRIER -SHAFTLINERSWDFRAMING W14b 2 -HR EXIT ENCLOSURE FIRE BARRIER AWNG W14a 2 -HR 3HAFTENE,FIRE BARRIER-BHAFT_INERW2xWD FRAMINGON ME SIDE WI3b 2 -HR BARRIER-3H4FRINER W'L WD SHAFTENCLOSURE,FIRE FRAMINGON SIDE W45c 2 -HR SU SHAFT ON EACH SURE BARRIER -SHAFTLINER8 W0 FRAMING ON EACH SIDE WIT 2 -HR SHAFT ENCLOSURE, S' PRE CAST W17 2 -HR SHAFT ENCLOSURE, AT SN0TE ON EACH SIDE WIA 2AR C FIREWALL-S'PR CONCRETE WIFE 1 -HR 2x6 EXTERIOR WALL -2x6 WIFE 2 -HR FIRE WALL-SHAFT(2)2xN WI -9m 2 -HR DWAU ON FIRESHAFT WONCRETE W 2N R ENCLOSURE SHAFT ENCL0.5URE-8'CONCRETE, RE: STRUCT WI -ID 1-10 NR 6"PRECAST WNia I 1 -HR IOCCUPANCY SEPARATION, FIRE BARRIER -2x4 WI -11 1 -HR N, FIREBARR OCCUPANCY SEPARATION IER-2x8 WI -11C0 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2x1 W1 ­4a 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)2x6 WPLLB W/ GWB WF46 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WPLLB W/ GWB W413a 1 -HR INT. BEARING WAIL -26 W1-136 1 R INT.BEARINGWALL-2 x8 WN4a N NR INTERIORWALL-2J(4 WFAb NR INTERIORWALL- WI-14c INTERIOR WALL W W 1111 -C- HR FIRE BARRIER -24 2A WIRMN5b 1111-X11 FNER E N WBa 1 -HR INTERIOIDB WALL- 2x4 R BEARING WN6b 1 -HR INTERIOR BEARING WALL- 2x8 WI -i7 1 -HR INTERIPAPPIPINGWALL- 2 2A2 Mil 1 WJ KEYNOTES ND. NOTE 10.32 MIRROR, BACKLff RE: INTERIORS, ELECTRICAL N KEY PLAN ® R®Z — PROJECT 111 ,, 11 KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO 50205 ..a.,.mPl�nmm U) FEMMZ W M \/ 55 a_ LL C) 00 FISSION= j IOL W w �C/ LL Q W Q= U D lw^ V! l�^ V! OOw =U _ w 0 > SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 No.LWA L�TSUBM�k mN DJV Pmgd Oeeigner DMB N 08.28.2020 Job Number 218094 Grain By RB JT CT C aNNeB DMB Me WALL SECTIONS LA6=2e3 PARARET2:15 51 i SIM ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24' MIN FROM EXT WALL AND ERE AND EITHER SIDE OF RIDGES AND CEILING: 518" TYPE -C GYP. BD. ON RC DELUXE CHANNEL ROOF PLATE. 1"'A 3'�d' FIRE PARTITION, (2) 2x WD STUD WALLS WITH SM' �TYPE'X' GWB ON UNIT SIDE, BATT INSUL PER ASSEMBLY. RE: STRRCT FOR SHEAR RED'S. e EXT; 2x WD STUD WITH EXT SHTH PER STRUCT. PARKING GARAGE GRADE, AS OCCURS. m ROOF ASSEMBLY: ADHERED MO ROOFING FIRE RATING MEMBRANE OVER PROTECTION BD (AT RIGID INSUL WEJ LOCATIONS) OVER RIGID INSUL (SLOPED FOR DMINAGE) ON STRUCT SHTI OVER LOW SLOPE WD UNIT. MOF TRUSSES, PROVIDE (1) IAYER GWB ON RCDELUE TRUSSES (SPACED PER STRUCT); FILL CAVR FULL OF RC -2 LOOSe FILL INSULATION MIN R 25 PER ENERGY UNIT B2e MODEL; PROVIDE (2) LAYERS 518" TYPE'X' GWB PER ASSEMBLY. _ — — LEVEL 5: 14444'H63P' _ROOF PIATE: 144'-0 314' EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA b EAT 2x WD STUD WITH 518" TYPE'2(' GWB ON BOTH 51 i SIM ROOF ASSEMBLY: COMPOSITE SHINGLES OVER FELT PAPER (ICE AND WATER SHIELD 24' MIN FROM EXT WALL AND ERE AND EITHER SIDE OF RIDGES AND CEILING: 518" TYPE -C GYP. BD. ON RC DELUXE CHANNEL ROOF PLATE. 1"'A 3'�d' FIRE PARTITION, (2) 2x WD STUD WALLS WITH SM' �TYPE'X' GWB ON UNIT SIDE, BATT INSUL PER ASSEMBLY. RE: STRRCT FOR SHEAR RED'S. e PARKING GARAGE GRADE, AS OCCURS. m MARK FIRE RATING CORRIDOR UNIT 1 H UNIT. MOF TRUSSES, PROVIDE (1) IAYER GWB ON RCDELUE RC -2 1 H CORRIDOR, ROOF TRUSSES, FROVIDE(2)IAYERSGWB UNIT B2e 2 H EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA b EAT 2x WD STUD WITH 518" TYPE'2(' GWB ON BOTH FIBER CEMENT LAP SIDING; EXPOSURE PER 1 H AS 2A RCE A5'2.0 TYPE 'B' 2 SIM RC-] 1-1111 ELEVATIONS. ROA TYPED METALFMMING, PROVIDE (2) GWB UNIT B2e.7 UNIT B2e.7 FIRE PARTTION,(2) 2x WD STUD WALLS WITH SM' WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Deecriolon A]A2 1 -HR AS 2A / TYPE' X' GWB ON UNIT SIDE, BATT INSUL PER CORRIDOR,' JOIST WI SHTI AND GYPCREM TOPPING PC NR BALCONY,' JOIST WI COMPOSITE DECKING F" 1 -HR CORRID FC5 TYPES' TYPE B1 ASSEMBLY. BE: STURCT FOR SHEAR RED'S. FLOOR ASSEMBLY :1114' GYPMETE TOPPING OVER STAIR LANDING, L JOIST WI SHTH(LAP OVER ADJACENT SET) AND SIC GYPCREFE TOPPING FO-] 1 -HR GNtAGE, DOUBLE TEE WI CONCRETE TOPPING FCA AHR TRASH, 18- MUSS WI SHTI AND GYPMETE TOPPING V4" SOUND MAT AT HARD SURFACES (1112' 1 -HR SIM WI 2b 112HRCORRIDOR, FIRE PARTTON-2x6WITHRC WI -3 2 H GYPCRETE ELSEWHERE) ON 314' SUBFLWR OVER WI -3a 2 -HR FLOCK ASSEMBLY:1 1? GYPCRETE TOPPING OVER WI -3b A7A.2 EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING J 18" TRUSSES (SPACE PER STRUCT); 3112" BATT INSUL EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING WI -0a SUBFLOOR ON 2X JOISTS (SPACED PER STRUCT); EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING W4ID AHR FC -1 PERASSEMBLY:PROVIDE(1) LAYER OF 518' TYPE' C' 2 -HR SHAFTENCLOSURR FIRE BARRIER-SHAFTLINERWhWD FRAMING ON ME SIDE FG -7 PROVIDE (2) LAYERS OF 5I8' TYPE C' GYP BO (NON W F 2 SHAFTENCLOSURE, FIRE BARRIER-8H4FRINER W'L WD FRAMING ON ONE SIDE WI -5C FLOOR ASSEMBLY: 110 GYPMETE TOPPING OVER GYP BD ON RC DELUXE SPACED PER ASSEMBLY WIC 1 2 H RATED PLENUM AS OCCURS BELOW, SEE RLP) 3 SAP WI-] T SHAFT ENCLOSURE 2x WE STUD GWB ON EACH SIDE MIA 2 H FIREWALL- 8' PRECAST CONCRETE SUBFLOORON2xJOISTS (SPACED PER STRUCT); FC -2 MTLSND WITH (1) LAYER WEIN C'GYP BD FGi WI- 16 FG1 GYPCRETE ELSEWHERE) ON 314' SUBRCOR OVER FIREWALL- SHAFTLINER(ONLY) g AHR FIREWALL-(2)2x(WDWALL ONLY) WI -39c AHR PROVIDE (2) LAYERS OF SS-TYPE'C' GYP BD. (NON WI -10 NR 6"PRECAST 18H TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL 1 -HR LEVEL 4_133'-11 518' WI -11b 1 -HR OCCUPANCY SEPARATION , FIREBARRIER-28 FG2 — — — LEVEL 4:133'-115/8' OCCUPANCY SEPARATION, FIREBARRIER-2A WI -12a 1 -HR PER ASSEMBLY; PROVIDE (1) LAYER OF 518' TYPE C' WI -12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLSWI GWB WI -Ma 1 -HR INT. BEARINGWAIL-26 MR SND WITH (1)IAYER 518- TYPE 'C'GYP BD 1 -HR INT. BEARING WALL -2x8 WFAa GYP BO ON RC DELUXE SPACED PER ASSEMBLY INTERIOR WALL -2X4 N NR INTERIORWALL-2x6 WI -14c NR INTERIORWALL-2x0 WI -16a _LEVEL 3 PLATE: 132'432'4 T/�8 FIRE BARRIER -20 WI -15b 1lS-HR FIRE BARRIER -2x6 _ _ _LEVEL 3 PLATE: 132'42' 7/�8" 1 -HR INTERIOR BEARING WALL- 20 WNBb LEVEL 1: 100'1: 1000' INTERIOR BEARING WALL- 28 WI -1 Pc 1 -HR — — — LEVEL 1: 100': 100'0' CEILING: 510' TYPE'C GYP. BOON M DELUXE KEYNOTES ND. CHANNEL _ _ _ _ FIRE PARTTION, (2) 2x WD SND WALLS WITH 518' _ L _ BASEMENT PLATE: 98'-3 TYPE'X' GWB ON UNIT SIDE, BATT INSUL PER _ _ BASEMENT PLATE: 98'.33(4' eiPr ASSEMBLY. RE: STRRCT FOR SHEAR RED'S. ZIPa FIRE PARTTON, (2) 2x WE SND WALLS WITH 518' WE -2 -j EXT, 2x WD STUD WITH AS TYPE x GWB ON BOTH LEVEL3CUT OUT OF SECTION; SIMILAR TO LEVEL2 LEVEL 3 CUT OUT OF SECTION; SIMILAR TO LEVEL 2 SIDES: EXT SHTH PER STRUCT. FILL CAVI' WITH R-21 BATT INSUL PER ENERGY RED'S ASSEMBLY. RE'. STURCT FOR SHEAR REQS. FIRE PARTITION, (2) 2x WD SND WALLS WITH 518' jB2ejUNITB2e TYPE 'X' GWB ON UNIT SIDE, BATT INSUL PER CORRIDOR ASSEMBLY, RE: STRRCT FOR SHEAR RED'S. PARKING GARAGE CORRIDOR UNIT IUNIT IFLOOR ASSEMBLY: 1 v4' GYPMETE TOPPING OVER FLOOR ASSEMBLY:1112" GYPCRETE TOPPING OVER IW SOUND MAT AT HARD SURFACES (1112' SIM SUBFLOOR ON 2x JOISTS (SPACED PER STRUCT); A524 AS 2.4 GYPCRETE ELSEWHERE) ON 314' SUBFLWR OVER FG] —PROVIDE (2) LAYERS OF 518- TYPE' CGYP BD.(NON TYPES' TYPE 'B' 18" TRUSSES (SPACE PER STRUCT); 31?BATT INSUL RATED PLENUM AS OCCURS BELOW, SEE ROP) 3 W FC -1 WI -16 FGi PER ASSEMBLY; PROVIDE (1) LAYER OF 518' TYPE IT AREA GRAIN; RE: PLUMB AND CIVL FC -2 MR SND WITH (1) OYER 518- TYPE 'C'GYP BD L 24 'B'POST-STRUT GYP BD ON RC DELUXE SPACED PER ASSEMBLY _ _ _ LEVEL 2: 11212'-77/8 _ _ _ LEVEL 2_1122'-77/8' T ED CIXJCRETE FOUNDATION; RE: V 4 URAL STRUCTURAL — — — — — — — — — LEVEL 1 PLATE: 111'11'-11I�8' — — LEVEL 1 PL -11 \ SIM KEY PLAN ® 4 — PROJECT PARKING GARAGE MARK FIRE RATING CORRIDOR RC -1 1 H UNIT. MOF TRUSSES, PROVIDE (1) IAYER GWB ON RCDELUE RC -2 1 H CORRIDOR, ROOF TRUSSES, FROVIDE(2)IAYERSGWB RC -3 2 H EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR EAT 2x WD STUD WITH 518" TYPE'2(' GWB ON BOTH RC 1 H ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 H UNIT, RWF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELI RC-] 1-1111 METALFRAMING, PROVIDE (2) GWB ROA SIDES; EXT BIRTH PER STRUCT. FILL CAVITY WITH METALFMMING, PROVIDE (2) GWB UNIT B2e.7 UNIT B2e.7 FIRE PARTTION,(2) 2x WD STUD WALLS WITH SM' WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Deecriolon R- 21 BATT INSUL PER ENERGY RED'S 1 -HR AS 2A AS -24 TYPE' X' GWB ON UNIT SIDE, BATT INSUL PER CORRIDOR,' JOIST WI SHTI AND GYPCREM TOPPING PC NR BALCONY,' JOIST WI COMPOSITE DECKING F" 1 -HR BALCONY, 15- MAX TRUSS WI CONCRETE TOPPING FC5 TYPES' TYPE B1 ASSEMBLY. BE: STURCT FOR SHEAR RED'S. NR STAIR LANDING, L JOIST WI SHTH(LAP OVER ADJACENT SET) AND SIC GYPCREFE TOPPING FO-] 1 -HR GNtAGE, DOUBLE TEE WI CONCRETE TOPPING FCA AHR TRASH, 18- MUSS WI SHTI AND GYPMETE TOPPING PE -9 1 -HR SIM WI 2b 112HRCORRIDOR, FIRE PARTTON-2x6WITHRC WI -3 2 H EXIT ENCLOSURE FIRE BARRIER-$BAFTLINER&WDFRAMING WI -3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI -3b A7A.2 EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING J 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING W14b AHR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING FLOOR ASSEMBLY: 1114' GYPCRETE TOPPING OVER 2 -HR SHAFTENCLOSURR FIRE BARRIER-SHAFTLINERWhWD FRAMING ON ME SIDE WI36 W F 2 SHAFTENCLOSURE, FIRE BARRIER-8H4FRINER W'L WD FRAMING ON ONE SIDE WI -5C FLOOR ASSEMBLY: 110 GYPMETE TOPPING OVER SHAFT ENCLOSURE, FIRE BARRIER-SHAFTLINER&WD FRAMING ON EACH SIDE WIC 1 2 H 114" SWND MAT AT HARD SURFACES (1112- WI-] 2 H SHAFT ENCLOSURE 2x WE STUD GWB ON EACH SIDE MIA 2 H FIREWALL- 8' PRECAST CONCRETE SUBFLOORON2xJOISTS (SPACED PER STRUCT); 1 -HR FGi WI- 16 FG1 GYPCRETE ELSEWHERE) ON 314' SUBRCOR OVER FIREWALL- SHAFTLINER(ONLY) g AHR FIREWALL-(2)2x(WDWALL ONLY) WI -39c AHR PROVIDE (2) LAYERS OF SS-TYPE'C' GYP BD. (NON WI -10 NR 6"PRECAST 18H TRUSSES (SPACE PER STRUCT); 3112' BATT INSUL 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -20 WI -11b 1 -HR OCCUPANCY SEPARATION , FIREBARRIER-28 FG2 RATED PLENUM AS OCCURS BELOW, SEE ROP) 35I8" OCCUPANCY SEPARATION, FIREBARRIER-2A WI -12a 1 -HR PER ASSEMBLY; PROVIDE (1) LAYER OF 518' TYPE C' WI -12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLSWI GWB WI -Ma 1 -HR INT. BEARINGWAIL-26 MR SND WITH (1)IAYER 518- TYPE 'C'GYP BD 1 -HR INT. BEARING WALL -2x8 WFAa GYP BO ON RC DELUXE SPACED PER ASSEMBLY INTERIOR WALL -2X4 N NR INTERIORWALL-2x6 WI -14c NR INTERIORWALL-2x0 WI -16a 1lS-HR FIRE BARRIER -20 WI -15b 1lS-HR FIRE BARRIER -2x6 WI -16a 1 -HR INTERIOR BEARING WALL- 20 WNBb LEVEL 1: 100'1: 1000' INTERIOR BEARING WALL- 28 WI -1 Pc 1 -HR — — — LEVEL 1: 100': 100'0' KEYNOTES ND. NOTE _ _ _ _ _ L _ BASEMENT PLATE: 98'-3 _ _ BASEMENT PLATE: 98'.33(4' eiPr FIRE PARTTON, (2) 2x WE SND WALLS WITH 518' TYPE 'X' GWB ON UNIT SIDE, BATT INSUL PER ASSEMBLY. RE'. STURCT FOR SHEAR REQS. jB2ejUNITB2e PARKING GARAGE CORRIDOR SIM AREA GRAIN; RE: PLUMB AND CIVL 24 'B'POST-STRUT ED CIXJCRETE FOUNDATION; RE: PORT-TENGIONED CONCRETE FWNDATION; RE: URAL STRUCTURAL STRUCNRAL 0COM. FLUID APPLIED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC.; RE SOLS REPORT_—————_BASEMENT: 8989'-2� VERTICAL DRAINAGE BOARD, INSTALL PER MFR _ _ _ BASEMENT: B9'-2� . F- SPECS; RE: SOILS REPORT —III III III—III_ H LL f7t 4- DIAMETER PERFORATED RIGID DRAIN PIPE PER ILII) III—III— SOILS REPORT SECTION 8 BUILDING SEPARATION (@ GARAGE 7 - UNIT DEMISING eeeeeeee, njjW10N KEY PLAN ® 4 — PROJECT ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 H UNIT. MOF TRUSSES, PROVIDE (1) IAYER GWB ON RCDELUE RC -2 1 H CORRIDOR, ROOF TRUSSES, FROVIDE(2)IAYERSGWB RC -3 2 H EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) LAYER GWB RC 1 H ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 H UNIT, RWF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELI RC-] 1-1111 METALFRAMING, PROVIDE (2) GWB ROA 1 -HR METALFMMING, PROVIDE (2) GWB WE -ib 1 -HR EXTERIORWALL-26 WE -1c 1 -HR FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Deecriolon FE -1 1 -HR UNIT. Ir MUSS WI SHTH AND GTPCRETE TOPPING FO -2 1 -HR CORRIDOR,' JOIST WI SHTI AND GYPCREM TOPPING PC NR BALCONY,' JOIST WI COMPOSITE DECKING F" 1 -HR BALCONY, 15- MAX TRUSS WI CONCRETE TOPPING FC5 1 -HR UNF,,18' TRUSSES WI SHTH AND GYPCRETE TOPPING FC -6 NR STAIR LANDING, L JOIST WI SHTH(LAP OVER ADJACENT SET) AND SIC GYPCREFE TOPPING FO-] 1 -HR GNtAGE, DOUBLE TEE WI CONCRETE TOPPING FCA AHR TRASH, 18- MUSS WI SHTI AND GYPMETE TOPPING PE -9 1 -HR UNF,,18'MUSS At SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. KEY PLAN ® 4 — PROJECT WALL TYPE SCHEDULE MIRK FIRE RATING DESCRIPTION WL1a AHR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT WL11b AHR SHAFT ENCLOSURE- NF CONCRETE, RE: STRUCT W42 AHR 10' CONCRETE FIRE WALL, RE: STRUCT WNa NR WCONCRETEWALL,RE:STRUCT WQb NR 12" CONCRETE WALL, RE: STRUCT W-01 NR 6 CMU WALL W-05 2 -HR FIRE BARRIER B' CMU WALL WE -la 1 -HR EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-26 WE -1c 1 -HR EXTERIORWALL-29 WE -2 1 -HR EXTERIOR WALL- W WI GWB ON BOTH SIDES WEOa 1 -HR EXTERIOR WALL- 2 L4 WE3b I 1 -HR I EXTERIOR WALL DEMISING -2W WE3c 1 -HR EXFERICRWAI1-DEMISING-22x8 WE -0 NR PARAPET -245 ADS 1 -HR EXTERICRBSMCKERMS' R -2x8 WEK% 1 -HR GENERIC WAIL WAR 1 -HR UNIT DEMISING, FIRE PARTITION -(2)20 WI lb 1 H UNIT DEMISING, FIRE PARTITION -(2)2x6 WI 2a 112 HR CORRIDOR, FIRE PARTITION2X4 WI 2b 112HRCORRIDOR, FIRE PARTTON-2x6WITHRC WI -3 2 H EXIT ENCLOSURE FIRE BARRIER-$BAFTLINER&WDFRAMING WI -3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING W14b AHR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WDFRAMING WLY 2 -HR SHAFTENCLOSURR FIRE BARRIER-SHAFTLINERWhWD FRAMING ON ME SIDE WI36 AHR SHAFTENCLOSURE, FIRE BARRIER-8H4FRINER W'L WD FRAMING ON ONE SIDE WI -5C 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFTLINER&WD FRAMING ON EACH SIDE WIC 1 2 H ISHAFT ENCLOSURE, 8' PRE CAST WI-] 2 H SHAFT ENCLOSURE 2x WE STUD GWB ON EACH SIDE MIA 2 H FIREWALL- 8' PRECAST CONCRETE WIAa 1 -HR EXTERIORWALL-2x6 WI6 AHR FIREWALL- SHAFTLINER(ONLY) WI -9m AHR FIREWALL-(2)2x(WDWALL ONLY) WI -39c AHR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR 6"PRECAST WLita 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -20 WI -11b 1 -HR OCCUPANCY SEPARATION , FIREBARRIER-28 WI -110 1 -HR OCCUPANCY SEPARATION, FIREBARRIER-2A WI -12a 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER-O)WINALLSWI GWB WI -12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLSWI GWB WI -Ma 1 -HR INT. BEARINGWAIL-26 WI -13b 1 -HR INT. BEARING WALL -2x8 WFAa NR INTERIOR WALL -2X4 WFAb NR INTERIORWALL-2x6 WI -14c NR INTERIORWALL-2x0 WI -16a 1lS-HR FIRE BARRIER -20 WI -15b 1lS-HR FIRE BARRIER -2x6 WI -16a 1 -HR INTERIOR BEARING WALL- 20 WNBb 1 -HR INTERIOR BEARING WALL- 28 WI -1 Pc 1 -HR INTERIOR BEARING WALL- 2 2x8 KEYNOTES ND. NOTE KEY PLAN ® 4 — PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WAWUT STREET DENVER, COLORADO MMS ..an.mBbenmm U) FEMM Z W M \/ 55 LL fO 00 Q IO1 W w C) LL Q W a. Q= LIJ U5 D /wu V! 0 F— C/)O Ow =U _ w > SOF C040 N 037 4 �SFD ARC`F. 03.25.2021 No. Date Now 10,18.19 tW%CO 0828.20 PEnM MEN UBMIT . r 9 n O mN r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Dorm By RS JT CT Cbxke4 By DMB Toe WALL SECTIONS Spael Number A6=14 NI m�o� O y Viii OW�m 0 Ti� V� y w� >Ol�m O m� NI N wfi OyJnq g2g nl ^I $ISI k'?g wo„,z o m�ea8 o f.31 �1 w�Co �' �8uo o n1 wl w�Doi gQuo r KAoowg qw o W4on cwg �4w o 'er. r KAocw3 �4w W .. .. z_mm' ou> pw z_mm pw N 99 w n F mgm foo>w zx0o x v r uagmm— zxOO x g Y zy.a w a > W g iio ownowr 6zz6� 3 w a ffna Dr w�z�6 3 W a o�Wo=r z�6 a w� > Co:��83 Sud wG w Co o00 Su< r wj d dl d01 � �o� w3m� W _�uwoo mEE U. a mw V: MD 1�1 0�� �r=n�"d� Jsap mw J WI �ym`�� �FaZo �w JI �1 �r=n�`�r >ia2o w� wl tl3atl NtlOM lO.OL NUM 033 ww Tui i�w ymmjw OCj ou w AnK ism mxO6 O°u mw Cvmli�m mmOO_ �N N'J3OJOONASV.Z0'NIW m8nu �i viw3i rF wOnu �� tnw3i F moauO��U 0w3_ p OO• V' Y� 0 yw p vi. 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COLO%u o SEMS U) Z W M 5C7 O L 00 j0 all Pw Wp LL Q Q W a. Q= LIJ LLJ v , VF- V/ O=W =U 2 W 0> c� ' ^ V M N� L.L SOF CO4O 0 N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Now 10,19.19 1001 NAM FE14MI Maker 1 1223M rRMTII FEJ B n D mg r DJV Pmgd Designer DMB m 08.28.2020 Jbb Number aaaaa 218094 Cermarri By aaaaa RB JT CT overfed By aaaaa DMB rine aaaaa WALL SECTIONS GARAGE SAeN Nu Mar A6-3.3 STEP #7 GALVANIZED METAL FLASHING WITH HEMMED EDGE. OVERLAP SEAMS AND FULLY SEAL SEAMG. PAINT TO MATCH ADJACENT FINISH. INSTALL SECOND 6" LAYER OF FLASHING OVER UNNRNED LEG OF METAL HEAD FLASHING. FOLD DOWN FLAP OF W.R.B. AT HEAD CONTINUOUS TAPE DOWN FLAP AS INDICATED WINDOW FLASHING SEQUENCE 1 STEP #5 INSTALL 6' WIDE STRIPS OFSAF.ATHEPDAS INDICATED, INSTALL 6' WIDE STRIPS OFS.AP.ATJAMESAS INDICATED. INSTALL WINDOW PER MANUFACTURER'S RECOMMENDATIONS. NO FASTENERS SHALL BE INSTALLED WITHIN 80FA CORNER IN BOTH DIRECTIONS. STEP #3 INSTALLCONTINUOUS BEADOFSEALANTAT HEADANDJAMBS-DO NOTAPPLYSEALANTAT SILL. CONFIRM SEAIAIJT IS COMPATIBLE WITH W.R.B., SAY., AND WINDOW. INSTALL SILL FLASHING OPTION INSTALL FLEXIBLE SILL FLASHING(DUPONT FLEXWRAP OR EQUAL) IN ONE PIECE PER MANUFACTURER'S RECOMMENDATIONS. CUT AND FOLD 12' STRIP SELF ADHERED FLEXIBLE FLASHING (S.A.F.) IMO OPENING AS INDICATED. OPTION B ONLY INSTALL CORNER PATCHES AT LOWER OUTER CORNERS OF OPENING -PATCHES TO BESAF.CUTIN BUTTERFLY FORM. WRAP WALL WITH WEATHER RESISTIVE BARRIER(W.RB.)PER MANUFACTURER'S RECOMMENDATIONS. FOLD FLAP UP AT HEAD 8 TEMPORARILYSECURE THE EXPOSED SHEATHING FOR HEAD FLASHING INSTALLATION. MAKE ANT CUT IN W R.B. AT WINDOW OPENING. FOLD JAMB FLAPS INTO OPENING, CUT EXCESS MATERIAL, 8 SECURE. ^o, 111 �� ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO Arms U) Z W M M _j00 0 .jO F_ w LU p I Q W/ T. A� 1WQI /u V! lF— O V OI1l1 =U W _ W 0 > W � l ' ^ V M E� SOF CO4O J N 037 4 �SFD ARC`F. 03.25.2021 No. Datek�TSUBM�k MM MR r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Dzen By RB JT CT CIIxME By DMB Tide FLASHING DETAILS SAeNNumber A7 -0e0 ^o, PAN SET IN BUTYL SEALANT PLAN VIEW OF STEP 1; INSTALL CONTINUOUS STRIP OF WEATHER RESISTIVE )N THE FACE OF CTURE AND WALL STEP 3: INSTALL ONE-PIECE 24 GA. GALVANIZEDMETALFIASHING SREQUIRED. STEP 3: INSTALL WALL -TO -DECK 24 GA GALVANIZED METAL V STEP O: (NOT SHOWN) INSTALL ALL COMPONENTS OF DECK WATERPROFFINGSYSTEM SHOWN IN DETAIL AND PLACE CONCRETE ON WATERPRORREDDECK VEATHERRESISTME )VER MEATAL PND W.R.B FROM ALVANIZED METAL iHINGATBALCONYTO AND FOLD INTO WING 1F -ADHERED AT TOP OF METAL FOLDINTODOOR ETAL PAN FLASHING IPENING WELDED ,HT WITH END DAMS IED BACK EDGE. AND FULLY SEAL i OF PAN FLASHING, BALCONYTOWALL RMETALFIASHING. "4 046 M ealleale INSTALL SHEET WATERPROOF MEMBRANE OVER DECKING AND METAL FLASHING STEP 6: SEALSEAMS AND JOINTS WITH MANUFACTURED APPROVED SEALANT STEP T: FASTEN DOUBLED WATERPROOF MEMBRANE SHIMS AT 187O.C. STEP 1; INSTALL IT PIECE OF WATERPROOF MEMBRANE FLASHING AT CORNER OF DECK TO MINIMUN S ill' UP WALL. STEP 2: OVERLAP WALL FLASHING WITH 17 SQUARE PIECE OF CORNER FLASHING, CUT TO FOLD ALONG WALL AND DECKING. STEP 3: INSTALL S' x Y GALVANIZED METAL �� BASHING AT DRIP EDGE; TO OVERLAP KEPHART )R FINISH EXXIESTEP STEPO: 4 25M WALNUT STREET DENVER, cDiDRADD MIMS .... ,mmnmm INSTALL S' x 6' GALVANIZED METAL FLASHING AT WALL TO DECK TMNS BION. MINIMUM B" UP WALL. Z STEP 1; INSTALL IT PIECE OF WATERPROOF MEMBRANE FLASHING AT CORNER OF DECK TO MINIMUN S ill' UP WALL. STEP 2: OVERLAP WALL FLASHING WITH 17 SQUARE PIECE OF CORNER FLASHING, CUT TO FOLD ALONG WALL AND DECKING. 111 �� ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, cDiDRADD MIMS .... ,mmnmm U/ Z W M M _j00 0 .jO w w LCL( Q Q W Q= /wL V! lF- V! OOw =U 2 W 0> W � l ' ^ V M EDF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 Now 08282DFEPAITSUBMITTK INo.Data r DJV Pmgd Designer DMB Date 08.28.2020 kb Number 218094 Driven By RB JT CT CIIxME By DMB The FLASHING DETAILS Sheet Number A7-0 m 1 R NOTES: 1. STEP AI- APPLY CONTINUOUS BEAD OF WATERBLOCK CENTERED UNDER NAILS. FASTEN METAL SCUPPER WITH APPROPRIATE FASTENERS AND ROUND ALL CORNERS OF SCUPPER. 2, STEP 42 STRIP IN ALL EXPOSED EDGES OF SCUPPER AS INDICATED WITH S SEAM FLASHING STARTING WITH SIDES OF SCUPPER. 3. USE TPO PRIMER TO CLEAN AND PRIME TPO MATING SURFACES PRIOR TO INSTALLATION 4. SCUPPER MUST BE WELDED METAL a SLEEVE WITH 3"FLANGE. APPROPRIATE FASTENER AT 4' OC. MAX WELDED METAL SCUPPER SLEEVE (SEE NOTES) 1-114" HOT DIPPED GALVANIZED ROOF NAILS AT T OZ, MAX. CONTINUOUS BEAD CF WATERBLOCK (SEE EDGE :TRIC VIEW TYP 3""=1 HEMMED FLASHING STEP 1: CUT ALONG THIS BEND OF FLASHING FOR, DEPTH EQUAL TO THE HORIZONTAL PROJECTION OF THE FLASHING PROFILE STEP CUT H 2: EM PORTION OF FLASHING OFF STEP 3: FOLD VERTICAL LEG OF FLASHING FORM STEP 4: APPLY 114' BEAD OF SEALANT ONTO HORIZONTAL LEG OF FLASHING (TO ADHEF BACK OF VERTICAL LEG) STEP 5: FOLD HORIZONTAL LEG OF FLASHING UPW STEP 5: APPLY 1/4' BEAD OF SEAWQ AT JUNCTI01 HORIZONTAL AND VERTICAL SURFACES STEP 1: :UT HEM BACK 4' STEP 2: WPLY SEALANT ALONG ENTIRE SURFACE OF GALVANIZED METAL FLASHING STEP 3: SLIDE CUT PORTION OF METAL FLASHING ISOMETRIC VIEW ALVANIZED METAL FLASHING ELF -ADHERED FLASHING OVER SHING LAP, CENTERED ON SEAT ILL CONVERAGE NOTE: PROVIDE QUICKFLASH TOR SIM.) AROUND ALL PENETRATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. DRYEW NOTES: EXHAUST 1. STEP M3- CENTER STRIP OF T SEAM FAN VENT FLASHING OVER 5 -SEAM FLASHING AT (EXHAUST) BASE CF SCUPPER AS SHOWN. 2, STEP"- APPLYTPOSEALANTTO 25M WALNUT STREET DENVER, COLORADO 80206 .... mBmnmm PERIMETER OFSEAM FL)VSHING. 3, USE TPO PRIMER TO CLEAN AND PRIME 1'-0" MIN. TPO MATING SURFACES PRIOR TO v4 INSTALIATION. EDGE :TRIC VIEW TYP 3""=1 HEMMED FLASHING STEP 1: CUT ALONG THIS BEND OF FLASHING FOR, DEPTH EQUAL TO THE HORIZONTAL PROJECTION OF THE FLASHING PROFILE STEP CUT H 2: EM PORTION OF FLASHING OFF STEP 3: FOLD VERTICAL LEG OF FLASHING FORM STEP 4: APPLY 114' BEAD OF SEALANT ONTO HORIZONTAL LEG OF FLASHING (TO ADHEF BACK OF VERTICAL LEG) STEP 5: FOLD HORIZONTAL LEG OF FLASHING UPW STEP 5: APPLY 1/4' BEAD OF SEAWQ AT JUNCTI01 HORIZONTAL AND VERTICAL SURFACES STEP 1: :UT HEM BACK 4' STEP 2: WPLY SEALANT ALONG ENTIRE SURFACE OF GALVANIZED METAL FLASHING STEP 3: SLIDE CUT PORTION OF METAL FLASHING ISOMETRIC VIEW ALVANIZED METAL FLASHING ELF -ADHERED FLASHING OVER SHING LAP, CENTERED ON SEAT ILL CONVERAGE NOTE: PROVIDE QUICKFLASH TOR SIM.) AROUND ALL PENETRATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. DRYEW WATER HEATER WATER HEATER CONCENTRIC EXHAUST VENT EXHAUST) VENTUNTAKE) FURNACE VENT FAN VENT UNTAKFJ (EXHAUST) EXHAUST) 7 - LINE OF BOTTOM OF TOP CHORDOFFLOORTRUSS (HOLD ALL VENT PIPES TO BOTTOM OF TOP CHORD) FIREPLACE RUE VENT (EXHAUST) itl MIN. E%HAUST 111 B-0MIN. EXHAUST TO E%HAUST(TYP.) O14USA) . O14USA) . TOMECH.INTAKE(TYP) 25M WALNUT STREET DENVER, COLORADO 80206 .... mBmnmm U) 1'-0" MIN. DIAGRAM STEP 1: INSTALL PIECE OF WEATHER RESISTIVE BARRIER OVER BEAM POCKET, MAKE MANUFACTURER'S STANDARD "I" CUT AT OPENING AND FOLD FLAPS IMO BEAM POCKET STEP 2: INSTALL SELF -ADHERED SILL FLASHING,C AND FOLD INTO BEAM POCKET PER MANUFACTURER'S RECOMMENDATIONS. STEP 3: INSTALL SELF ADHERED JAMB FLASHING SIDES OF BEAM POCKET, LAP OVER SILL FLASHING AS INDICATED AND RETURN INT BEAM POCKET. STEP 4: INSTALL SELFADHERED CORNER FLASHIN OVER JAMB AND SILL FLASHING AS INDICA (STEP 5: SET BEAM AND WRAP WITH STRIPS OF SELF -ADHERED FISHING AS INDICATED, FLASHING TO EXTEND MINIMUM Z" ONTO BEAN. S STEP B: INSTALL PIECE OF WEATHER RESISTIVE BARRIER AROUND BEAM POCKET, MAKE MANUFACTURER'S STANDARD -r CUT AT OPENING AND FOLD FLIPS IMO BEAM POCKET 111 �� ■ KEPHART community • planning aarchilacture 25M WALNUT STREET DENVER, COLORADO 80206 .... mBmnmm U) Z W MM 5\/ /� LL O 00 .jO F- wap/ Lu I LL W Q= /Luh V ! - lF— V) O V OI1l1 =U W _ W 0 > V M SOF C040 B N 037 4 �SFD ARC`F. 03.25.2021 IS No. Date IBaw 0828.ID FERMTSUBMRTK Y r "IS -ng 000 mg DJV Pmgd Designer DMB are 08.28.2020 kb Number 218094 RB JT CT CIIxME By DMB Tide FLASHING DETAILS Sheet Number A7=01 'X'GYP. BD. EXTERIOR SHEATHING; RE: STRUCTURAL WEATHER RESISTIVE BARRIER INTERIOR CEMENTITIOUS LAP SIDING, INSTALL PER MAJOR SPECS: RE: ELEVATONS FOR EXPOSURE STARTER STRIP: GAPS AT 16' O.C. FOR DRA ILLI INSTALL V2' UP FROM BOTTOM WALK; RE: CIVIL LAWFOUNDAION: RE: COM FLUID APPLIED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC. —) VERTICAL DRAINAGE BOARD. INSTALL PER LAYER 518' TYPE 'l GYP. BD. EXTERIOR SHEATHING: RE: STRUCTURAL WEATHER RESISTIVE BARRIER INTERIOR CEMENTI11O9S LAP SIDING, INSTALL PER MANOR SPECS; RE: ELEVATIONS FOR llr4v�,,�,EXPOSURE INTERIOR CONCRETE WALK; RE: 111 ,, EXTERIOR SHEATHING; RE: STRUCTURAL CIVIL•.,......... ,... Anning a— CML °..I: lip - EXTERIOR SHEATHING; RE: STRUCTURAL w .I Z W I MM WEATHER RESISTIVE BARRIER T H Y I— —) 1 SLABffOUNDATION; RE : %; SLAHIFOUNDATION; RE: —) STRUCTURAL - L1 STRUCTURAL . .Ha. _ �0 .. > H A O JdCONCRETE Ir •i LLIp< = L. 1QI W VAPOR BARRIER 4 C0 D CONCRETE SIABIFOUNDATION; RE: a GALVANIZED METAL THROUGHWALL OOW STRUCTURAL � _ Id f 0 > FLASHING: OVERLAP SEAMS 4 -AND FULLY �co VAPOR BARRIER ♦ FINISH GRADE; RE: CIVIL11 VERTICAL DRAINAGE tT J III RE: SLAB PIPNSB ELEVATIONS ,i- J f I; GROUT SOLID ALL r • �•d SOF C040 - —III I ( ) SPECS GORAURDSINGS III lip No. Date CONT. FLUID APPLIED WATERPROOFING 10.16.19 1W%CO IIIIII VERTICAL DRAINAGE dr�•• r k •. , I —III a MEMEBRANE INSTgLL PER MFR. SPEC. NEER UNIT W WITH I ' 8 BOARD, INSTALLPERMFR GALVANIZED METAL THROUGH -WALL _ AIRSPACE AND WALL TIES RE: SLAB PLANS ELEVATIONS SPECS SPECS mg TO. BRICKLEDGE Pmpd Designer ,e VERTICALDRAINAGE FLASHING; OVERLAP SEAMS 4 -AND FULLY INTERIOR II elleelleDue 08.28.2020 Job Number SpERCS,INSTALL PER MFR 218094 Drawn By .. elleelle RB JT CT I— _III II III„ SEAL SEAMS; COLOR TO MATCH FIELD I I•I• a SAeh Number I ,; d �•, _ ., —I 114 IIIa. PERIMETER ,t III OF RADON T PWITHIN TREATED 2X SILL PLATE SET SILL 12-36. OF PON WAALLL ANDDON m 12d60F FDN WALL ANOP' lip.WITHN —III 33 GRID SYSTEM TO CREAM APPROX. . ItJ"' III lq SEAUER SEALER LT - WI ANCHOR BOREE : I�• 2,,WOJ,000 SO FT SECTIONS INTERIOR STARTER STRIP: GAPS AT 16.O C. FOR DRAINAGE; INSTALL VT' UP FROM BOTTOM INTERIOR RE: CIVIL RE: CONT. FLUID APPUED WATERPROOFING MEMEBRANEINSTALL PER MFR SPEC VERTICAL DRAINAGE BOARD, INSTALL PER MFR SPECS PERIMETER 'LOOP' OF WON MAT WITHIN 1236.OF FDN WALL AND GRID SYSTEM TO CREATE APPROX. 2,0004,000 SO FI SECTIONS WITH RUNNERS INSTALL PER MFG'S SPECS. RE: A2 00 FOR AWN INFO (1) LAYER 51$' TYPE'X' GYP. BD. R-21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING; RE: STRUCTURAL WEATHER RESISTIVE BARRIER CEMENT MOUS LAP SIDING, INSTALL PER MWNUF. SPECS; RE: ELEVATIONS FOR EXPOSURE TREATED 2X SILL PLATE SET ON SILL -SEALER WIANCHORBOLT-RE: TO MATCH FIELD; SET IN BE -CONCRETE WALK. RE: CIVIL RE: — CONT. FLUID APPUED WATERPROOFING —III— MEMEBRANE INSTALL PER MFR. SPEC. -------) VERTICAL DRAINAGE BOARD, INSTALL PI IMFR SPEC'S III PERIMETER WITHIN 1238'OFFDNWPON T LLAND GRID SYSTEM TO CREATE APPROX. 2,D30-0,000 SQ FT SECTIONS WITH RUNNERS INSTALL PER MFG'S SPECS. RE: A2 00 FOR ADDN INFO 1 SIDING TERMINATION AT FLUSH WALK INTERIOR CONCRETE WALK; RE: 111 ,, EXTERIOR SHEATHING; RE: STRUCTURAL CIVIL•.,......... ,... Anning a— CML °..I: U) EXTERIOR SHEATHING; RE: STRUCTURAL w .I Z W I MM WEATHER RESISTIVE BARRIER T H Y I— —) 1 SLABffOUNDATION; RE : %; SLAHIFOUNDATION; RE: —) STRUCTURAL - L1 STRUCTURAL . .Ha. _ �0 .. > H ( O JdCONCRETE Ir STRUCTURAL LLIp< = L. 1QI W VAPOR BARRIER 4 C0 D CONCRETE SIABIFOUNDATION; RE: a GALVANIZED METAL THROUGHWALL OOW STRUCTURAL � _ TO, BRICK LfDGE h f 0 > FLASHING: OVERLAP SEAMS 4 -AND FULLY �co VAPOR BARRIER ♦ FINISH GRADE; RE: CIVIL11 VERTICAL DRAINAGE tT J III RE: SLAB PIPNSB ELEVATIONS ,i- J f I; GROUT SOLID ALL r • �•d SOF C040 - —III I ( ) SPECS GORAURDSINGS 03.25.2021 PER PROVIDE WALL-TIESIII No. Date CONT. FLUID APPLIED WATERPROOFING 10.16.19 1W%CO IIIIII VERTICAL DRAINAGE dr�•• r k II f I STARTER STRIP: GAPS AT 16.O C. FOR DRAINAGE; INSTALL VT' UP FROM BOTTOM INTERIOR RE: CIVIL RE: CONT. FLUID APPUED WATERPROOFING MEMEBRANEINSTALL PER MFR SPEC VERTICAL DRAINAGE BOARD, INSTALL PER MFR SPECS PERIMETER 'LOOP' OF WON MAT WITHIN 1236.OF FDN WALL AND GRID SYSTEM TO CREATE APPROX. 2,0004,000 SO FI SECTIONS WITH RUNNERS INSTALL PER MFG'S SPECS. RE: A2 00 FOR AWN INFO (1) LAYER 51$' TYPE'X' GYP. BD. R-21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING; RE: STRUCTURAL WEATHER RESISTIVE BARRIER CEMENT MOUS LAP SIDING, INSTALL PER MWNUF. SPECS; RE: ELEVATIONS FOR EXPOSURE TREATED 2X SILL PLATE SET ON SILL -SEALER WIANCHORBOLT-RE: TO MATCH FIELD; SET IN BE -CONCRETE WALK. RE: CIVIL RE: — CONT. FLUID APPUED WATERPROOFING —III— MEMEBRANE INSTALL PER MFR. SPEC. -------) VERTICAL DRAINAGE BOARD, INSTALL PI IMFR SPEC'S III PERIMETER WITHIN 1238'OFFDNWPON T LLAND GRID SYSTEM TO CREATE APPROX. 2,D30-0,000 SQ FT SECTIONS WITH RUNNERS INSTALL PER MFG'S SPECS. RE: A2 00 FOR ADDN INFO 1 SIDING TERMINATION AT FLUSH WALK INTERIOR (1) LAYER Wl TYPE 'r GYP. BD. R-21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING; RE: STRUCTURAL WEATHER RESISTIVE BARRIER TREATED 2X SILL PLATE SET ON SILL CEMENT MOUS LW SIDING, INSTALL PER -MANUF. SPECS; RE: ELEVATIONS FOR EXPOSURE GALVANRED METAL FLASHING WITH HEMMED EDGE: OVERLAP SEAMS 4- AND FULLY SEAL SEAMS COLOR TO MATCH ADJACENT FINISH RE: -FINISH GRADE; RE: CIVIL CONT. FLUID APPUED WATERPROOFING MEMBRANE INSTALL PER MFR. SPEC. —) VERTICAL DRAINAGE BOARD, INSTALL PER MFR SPECS PERIMETER'Upel OF RADON MAT WITHIN 12-36- OF PON WALL AND GRID SYSTEM TO CREATE APPROX. 2,0364,000 SO FT SECTIONS WITH RUNNERS INSTALL PER MFG'S SPECS. RE t A2 00 FOR AWN INFO 'X•GYP. BD. EXTERIOR SHEATHING; RE: STRUCTURAL WEATHER RESISTIVE BARRIER GALVANIZED METAL THROUGH -WALL FLASHING; OVERLAP SEAMS P AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD INTERIOR Al 'X•GYP. BD. RE: STRUCTURAL GALVANIZED METAL THROUGHWALL FLASHING: OVERLAP SEAMS 4 -AND FULLY SEAL SEAMS: COLOR TO MATCH FIELD CONT. FLUID APPUED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC. ) Al CONCRETE WALK; RE: 111 ,, EXTERIOR SHEATHING; RE: STRUCTURAL CIVIL•.,......... ,... Anning a— CML °..I: U) EXTERIOR SHEATHING; RE: STRUCTURAL w .I Z W I MM WEATHER RESISTIVE BARRIER T H Y I— —) 1 SLABffOUNDATION; RE : %; SLAHIFOUNDATION; RE: —) STRUCTURAL - L1 STRUCTURAL . .Ha. _ �0 .. > H ( O JdCONCRETE Ir STRUCTURAL LLIp< = L. 1QI W VAPOR BARRIER 4 C0 D CONCRETE SIABIFOUNDATION; RE: a GALVANIZED METAL THROUGHWALL OOW STRUCTURAL � _ TO, BRICK LfDGE h f 0 > FLASHING: OVERLAP SEAMS 4 -AND FULLY �co VAPOR BARRIER ♦ FINISH GRADE; RE: CIVIL11 VERTICAL DRAINAGE tT J III RE: SLAB PIPNSB ELEVATIONS ,i- J f I; GROUT SOLID ALL r • �•d SOF C040 - —III I ( ) SPECS GORAURDSINGS 03.25.2021 PER PROVIDE WALL-TIESIII No. Date CONT. FLUID APPLIED WATERPROOFING 10.16.19 1W%CO IIIIII VERTICAL DRAINAGE dr�•• r k T.O. BRICK LEDGE f BOARD, INSTALL PER MFR a MEMEBRANE INSTgLL PER MFR. SPEC. NEER UNIT W WITH I ' 8 BOARD, INSTALLPERMFR GALVANIZED METAL THROUGH -WALL _ AIRSPACE AND WALL TIES RE: SLAB PLANS ELEVATIONS SPECS SPECS mg TO. BRICKLEDGE Pmpd Designer ,e VERTICALDRAINAGE FLASHING; OVERLAP SEAMS 4 -AND FULLY INTERIOR II elleelleDue 08.28.2020 Job Number SpERCS,INSTALL PER MFR 218094 Drawn By .. elleelle RB JT CT I— _III DMB III„ SEAL SEAMS; COLOR TO MATCH FIELD I I•I• a SAeh Number I ,; d �•, _ ., (1) LAYER Wl TYPE 'r GYP. BD. R-21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING; RE: STRUCTURAL WEATHER RESISTIVE BARRIER TREATED 2X SILL PLATE SET ON SILL CEMENT MOUS LW SIDING, INSTALL PER -MANUF. SPECS; RE: ELEVATIONS FOR EXPOSURE GALVANRED METAL FLASHING WITH HEMMED EDGE: OVERLAP SEAMS 4- AND FULLY SEAL SEAMS COLOR TO MATCH ADJACENT FINISH RE: -FINISH GRADE; RE: CIVIL CONT. FLUID APPUED WATERPROOFING MEMBRANE INSTALL PER MFR. SPEC. —) VERTICAL DRAINAGE BOARD, INSTALL PER MFR SPECS PERIMETER'Upel OF RADON MAT WITHIN 12-36- OF PON WALL AND GRID SYSTEM TO CREATE APPROX. 2,0364,000 SO FT SECTIONS WITH RUNNERS INSTALL PER MFG'S SPECS. RE t A2 00 FOR AWN INFO 'X•GYP. BD. EXTERIOR SHEATHING; RE: STRUCTURAL WEATHER RESISTIVE BARRIER GALVANIZED METAL THROUGH -WALL FLASHING; OVERLAP SEAMS P AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD INTERIOR Al 'X•GYP. BD. RE: STRUCTURAL GALVANIZED METAL THROUGHWALL FLASHING: OVERLAP SEAMS 4 -AND FULLY SEAL SEAMS: COLOR TO MATCH FIELD CONT. FLUID APPUED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC. ) Al 'X•GYP. BD. • M M�0) LAYER 96• TYPE 'i GYP. BD. CONCRETE WALK; RE: 111 ,, EXTERIOR SHEATHING; RE: STRUCTURAL CIVIL•.,......... ,... Anning a— CML °..I: U) EXTERIOR SHEATHING; RE: STRUCTURAL w .I Z W I MM WEATHER RESISTIVE BARRIER CONCRETE H CONCRETE I— —) 1 SLABffOUNDATION; RE : %; SLAHIFOUNDATION; RE: —) STRUCTURAL - L1 STRUCTURAL . .Ha. _ �0 .. ,i- H ( I.i JdCONCRETE Ir STRUCTURAL LLIp< = L. 1QI W VAPOR BARRIER 4 C0 D CONCRETE SIABIFOUNDATION; RE: VAPOR BARRIER GALVANIZED METAL THROUGHWALL OOW STRUCTURAL CONT. FLUID APPUED WATERPROOFING _ TO, BRICK LfDGE h f 0 > FLASHING: OVERLAP SEAMS 4 -AND FULLY �co VAPOR BARRIER ♦ FINISH GRADE; RE: CIVIL11 VERTICAL DRAINAGE tT J III RE: SLAB PIPNSB ELEVATIONS ,i- J f I; GROUT SOLID ALL BOAROINSTALLPERMFR • �•d SOF C040 - —III I ( ) SPECS GORAURDSINGS 03.25.2021 PER PROVIDE WALL-TIESIII No. Date CONT. FLUID APPLIED WATERPROOFING 10.16.19 1W%CO IIIIII VERTICAL DRAINAGE dr�•• r k T.O. BRICK LEDGE f BOARD, INSTALL PER MFR a MEMEBRANE INSTgLL PER MFR. SPEC. NEER UNIT W WITH I ' 8 BOARD, INSTALLPERMFR GALVANIZED METAL THROUGH -WALL _ AIRSPACE AND WALL TIES RE: SLAB PLANS ELEVATIONS SPECS SPECS mg TO. BRICKLEDGE Pmpd Designer ,e VERTICALDRAINAGE FLASHING; OVERLAP SEAMS 4 -AND FULLY INTERIOR RE: SLABPLANSBELEVATDN3 Y elleelleDue 08.28.2020 Job Number SpERCS,INSTALL PER MFR 218094 Drawn By (-------) elleelle RB JT CT I— _III DMB a SEAL SEAMS; COLOR TO MATCH FIELD I I•I• a SAeh Number I —III d —I 114 IIIa. PERIMETER ,t III OF RADON T PWITHIN TREATED 2X SILL PLATE SET SILL 12-36. OF PON WAALLL ANDDON m 12d60F FDN WALL ANOP' lip.WITHN —III 33 GRID SYSTEM TO CREAM APPROX. . ItJ"' III lq SEAUER SEALER LT - WI ANCHOR BOREE : I�• 2,,WOJ,000 SO FT SECTIONS I TREATED 2X SILL PLATE SET ON SILL 2RCOM,COD SD IT SECTIONS WITH m III RUNNERS INSTALL PER MFG'S III RUNNERS INSTALL PER MFG'S WITHIN I2-36'OF FDN WALLANDI M E SPECS. RE: Al FOR ADDN INFO SYSTEM TO CREATE APPROX. SEALER Wr ANCHOR BOLT -RE: GRID SYSTEM TO CREATE APPROX. SPECS. RE: A2-00 FOR AWN INFO b 2,(064,000 SO FT SECTIONS WITH — 2,SOFALL PER MFG'S „III STRUCTURAL SPECS. E RE'A2-W FOR AWN INFO O MORTAR NET ATTHRWGFFWALL FLASHING II II VIII \ VII —III II II WEEP HOLES AT 24' O.C. VIII r VIIIleVIII III, \BRICK TERMINATION AT FLUSH WALK �„1 STONE TERMINATIO AT FLUSH WALK ple 'X•GYP. BD. • M M�0) LAYER 96• TYPE 'i GYP. BD. = 1,-D• A • IF 3' = 111 ,, EXTERIOR SHEATHING; RE: STRUCTURAL WEEP HOLES AT 24 OG Anning a— community a rRTre / U) EXTERIOR SHEATHING; RE: STRUCTURAL w .I Z W MM WEATHER RESISTIVE BARRIER LL0 AHI.f J I— —) 1 O —) P L1 WEATHER RESISTIVE BARRIER w �0 ,i- SLABIFOUNDATION, RE: ( JdCONCRETE Ir STRUCTURAL LLIp< = 1QI W — / C0 D CONCRETE SIABIFOUNDATION; RE: GALVANIZED METAL THROUGHWALL OOW STRUCTURAL CONT. FLUID APPUED WATERPROOFING _ W f 0 > FLASHING: OVERLAP SEAMS 4 -AND FULLY �co VAPOR BARRIER FINISH GRADE; RE: CIVIL11 MEMEBRANE INSTALL PER MFR. SPEC. _ III BRICKVENEER. f I; GROUT SOLID ALL SEAL SEAMS; COLOR TO MATCH FIELD SOF C040 BELOW —III I ( ) GORAURDSINGS 03.25.2021 PER PROVIDE WALL-TIESIII No. Date CONT. FLUID APPLIED WATERPROOFING 10.16.19 1W%CO MFR. SPECS UBMITTK r k — CONCRETE MASONRY MEMEBRANE INSTgLL PER MFR. SPEC. NEER UNIT W WITH I ' 8 BOARD, INSTALLPERMFR GALVANIZED METAL THROUGH -WALL _ AIRSPACE AND WALL TIES —III SPECS J mg INTERIOR TO. BRICKLEDGE Pmpd Designer °:•I. VERTICALDRAINAGE FLASHING; OVERLAP SEAMS 4 -AND FULLY INTERIOR RE: SLABPLANSBELEVATDN3 Y elleelleDue 08.28.2020 Job Number SpERCS,INSTALL PER MFR 218094 Drawn By (-------) elleelle RB JT CT I— _III DMB The SEAL SEAMS; COLOR TO MATCH FIELD IIIIII SAeh Number T.O. BRICK LEDGE b d RE: SLAB PLANSd ELEVATONBY TREATED 2X SILL PLATE SET SILL �¢ 33 SEAUER SEALER LT - WI ANCHOR BOREE : TREATED 2X SILL PLATE SET ON SILL m —III PERIMETER'LOOP°OF RPDCN MAT STRUCTURAL 6 III WITHIN I2-36'OF FDN WALLANDI M E A6 61IIIGRID SYSTEM TO CREATE APPROX. 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VERTICALDRAINAGE __ RE: SLABPLANSBELEVATDN3 Y elleelleDue 08.28.2020 Job Number SpERCS,INSTALL PER MFR 218094 Drawn By elleelle RB JT CT I— _III DMB The IIIIII SAeh Number T.O. BRICK LEDGE b d RE: SLAB PLANSd ELEVATONBY III I OF RADON T PWITHIN12d60FPON —III PERIMETER'LOOP°OF RPDCN MAT WALL AND 6 III WITHIN I2-36'OF FDN WALLANDI A6 61IIIGRID SYSTEM TO CREATE APPROX. dA6 GRID SYSTEM TO CREATE APPROX. 2,(064,000 SO FT SECTIONS WITH III 2,SOFALL PER MFG'S „III 11 '`< • ., SPECS. E RE'A2-W FOR AWN INFO = 1,-D• A • IF 3' = 111 ,, ■ PeH Anning community a rRTre eleele 25M WAWOT STREET DENVER. COLORADO Mi xxw.bpM1enmm U) Z W MM M LL0 J 00 1 O P L1 w �0 LCL( Qa. LL/A�l1 LLIp< = 1QI W — / C0 D lF V! OOW =U _ W 0 > W �co el el SOF C040 B N 037 4 �SFD ARC`F. 03.25.2021 No. Date IBauB 10.16.19 1W%CO NAM PERM UBMITTK r 8 n O mg DJV Pmpd Designer DMB elleelleDue 08.28.2020 Job Number 218094 Drawn By elleelle RB JT CT Cher By DMB The FOUNDATION DETAILS SAeh Number A7-1.0 WATER ING AT ELEVATOR PIT INTERIOR CORRIDOR 1 1/2" = T -O" LAYER SIB' TYPE'X' GYP. BD. I LAYER 98' TYPE'X' GYP. BD. 12" GYPCRETE TOPPING I' FLOOR SHEATHING: RE: STRUCTURAL MATED 2x12 WOOD LEDGER; RE: rRUCTURAl. FIRE SPRINKLER, ETC PLACE CONCRETE WAIL. RE: Efi BOARD. INSTALL PER CONCRETE SLABIFOUNDATION; RE: 1 Tizz2"VW LIA'Tisl�fi� �� UNHEATED SLABS PER STRUCT KEPHART DRAINAGE LAYER. RE: SOILS REPORT A" DIAMETER PERFORATED RIGID DRAIN 25M WALNUT STREET DENVER, COLORADO Ill .... mHm,nmm PIPE PER SOILS REPORT '5 SPLIT 111 �� ■ KEPHART community • planning aarchilacturs 25M WALNUT STREET DENVER, COLORADO Ill .... mHm,nmm U) Z W M M -100 0 .jO F- w LU p Q F� QQ W Q= LU w�: �F- D V) OOw =U 2 W 0> W �ci ' ^ V M SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue Nl FEPAITSUBMRTK Y r in D mg r DJV Pmgd Designer DMB 08.28.2020 kb Number 218094 Drawn By RB JT CT CM1edeU Sy DMB The FOUNDATION DETAILS SAest Number A7=1 e 1 MO SEAM I FASTENER PER MFR. RECOMMF CONT. BEAD OF MID METAL SOUPPERSLEAV WO TPO SEAMI ROOFIN FASTENER PER MFR. RECOMMf MID ROOF MEMBRANE: INSTALL +�eugi4eeiu-� -- _ L�jL•i� 1 L<MIN011111 TPO SEAM FASTENER PER MFR. RECOMM CONT. BEAD OF TP( CONT. BEAD OF TP( TPO SEAM ROOM FASTENER PER MFR. RECOMM MO ROOF MEMBRANE; INSTALL EXTERIORSHEA-HING: RE: STRUCTURAL WEATHER RESISTIVE BARRIER; WRAP IN TO SCUPPEROPENING BEV ADHERED FLASHING INSTALLED PER MFR. SPECS GALVANIZED METAL FLASHING: OVERLAP SFAMS 4 -AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD CEMENTITIOUS LAP SIDING, INSTALL PER MANUF. SPECS: RE: ELEVATIONS FOR EXPOSURE STARTER STRIP; GAPS AT 1 I O.L. FOR DRAINAGE: INSTALL Vr UP FROM BOTTOM OF SIDING. TYP, METAL SCUPPER SLEAVE WELDED WATERTIGHT TURN ROOF MEMBRANE VERTICAL ROOF PROTECTION BOARD AS NEEDED METAL SCUPPER SLEAVE WELDED WATERTIGHT CEMENTRIOUS LAP SIDING, INSTALL PER WHILE SPECS; RE: ELEVATIONS FOR EXPOSURE WEATHER RESISTIVE BARRIER: TURN IMO SCUPPEROPENING —) MO ROOF MEMBRANE: INSTALL PER MFR SLOPED CLOSED -CELL SPRAY POL W RETHANE FOAM AND AIR BARRIER; R-20 MIN DEP' AT SIDI EXTERIOR SHEATHING; RE: STRUCTURAL I— - - —) SELF ADHERED FLASHING INSTALLED PEI MFR. SPECS CEMENTITIOUS IAP SIDING, INSTALL PER MWNUR SPECS; RE: ELEVATIONS FOR EXPOSURE ROOF PROTECTION BOARD AS NEEDED 1fe112-MIN.��t CEMENT91OUS LAP SIDING, INSTALL PER MANUR SPEC'S; RE. ELEVATIONS FOR EXPOSURE CONT. BEAD OF MO SEALANT ROOFINGPRIMER TPOSEAMFLASHING FASTENER PER MFR. RECOMMENDATION TPOROOFMEMBRANE; INSTALL PER MFR. SPECS ROOF PROTECTION CONT. BEAD OF WATERBLOCK TPO ROOFING MEMBRANE OVER PROTECRON BOARD WHERE REDD SLOPED 2x WOOD BLOCKING AS REO'D ROOF TRUSS; RE: STRUCTURAL FILL CAVITY WITH BLOWN -114 INSULATION CLOSED -CELL SPRAY POLYURETHANE —) BEV ADHERED FLASHING INSTALLED PER MFR. SPECS —) ROOF MEMBRANE VERTICAL BEAD OF TPO SE IANT EXTERIOR SHEATHING: RE: STRUCTURAL I— - - —) CEMENTITIOUS LAP SIDING, INSTALL PER WHILE SPECS; RE: ELEVATIONS FOR 1•-4• SLOPE I' <\ SPACEr 6, f• it L COPING AT GAP SLOPE �PRENNISHED METAL PARAPET CAP �TPO ROOF MEMBRANE; INSTALL PER MFR. SPEC'S TO WRAP OVERAND DOWN WALL IN. 2• ------------------------- FASTEN CLEAT WITH COPING NAIL AND NEOPRENE WASHER6.00. WEATHER RESISTIVE BARRIER FASTENER, 12' O C.11R" DOWN FROM T FROM T.0 REAR FACE EXTERIOR SHEATHING: RE: STRUCTURAL WEATHER RESISTIVE BARRIER are x B CEMENTITIOUS TRIM COM. SEALANT SPECS �I ( -) SHEATHING; RE: STRUCTURAL I KEPHART METAL PLATE AND FASTENER AT 12" OZ. RESISTIVE BARRIER community • planning •architecture —) ROOFING PRIMER MEMBRANE; INSTALL PER MFR. CONT. BEAD OF MO SEALANT ---------------- ROOF PROTECTION BOARD AS NEEDED ROOF SHEATHING; RE: STRUCTURAL OUS LAP SIDING, INSTALL PER 2x WOOD BLOCKING EC'S; RE: ELEVATIONS FOR •- - -- -- 2x12 WOOD LEDGER; RE: STRUCTURAL -100 IED EDGE: OVERLAP SEAMS 4' e... .m...m CMU BOND BEAM RE STRUCT. SLOPED CLOSED -CELL SPRAY POL W RETHANE FOAM AND AIR BARRIER; R-20 MIN DEP' AT SIDI EXTERIOR SHEATHING; RE: STRUCTURAL I— - - —) SELF ADHERED FLASHING INSTALLED PEI MFR. SPECS CEMENTITIOUS IAP SIDING, INSTALL PER MWNUR SPECS; RE: ELEVATIONS FOR EXPOSURE ROOF PROTECTION BOARD AS NEEDED 1fe112-MIN.��t CEMENT91OUS LAP SIDING, INSTALL PER MANUR SPEC'S; RE. ELEVATIONS FOR EXPOSURE CONT. BEAD OF MO SEALANT ROOFINGPRIMER TPOSEAMFLASHING FASTENER PER MFR. RECOMMENDATION TPOROOFMEMBRANE; INSTALL PER MFR. SPECS ROOF PROTECTION CONT. BEAD OF WATERBLOCK TPO ROOFING MEMBRANE OVER PROTECRON BOARD WHERE REDD SLOPED 2x WOOD BLOCKING AS REO'D ROOF TRUSS; RE: STRUCTURAL FILL CAVITY WITH BLOWN -114 INSULATION CLOSED -CELL SPRAY POLYURETHANE —) BEV ADHERED FLASHING INSTALLED PER MFR. SPECS —) ROOF MEMBRANE VERTICAL BEAD OF TPO SE IANT EXTERIOR SHEATHING: RE: STRUCTURAL I— - - —) CEMENTITIOUS LAP SIDING, INSTALL PER WHILE SPECS; RE: ELEVATIONS FOR 1•-4• SLOPE I' <\ SPACEr 6, f• it L COPING AT GAP SLOPE �PRENNISHED METAL PARAPET CAP �TPO ROOF MEMBRANE; INSTALL PER MFR. SPEC'S TO WRAP OVERAND DOWN WALL IN. 2• ------------------------- FASTEN CLEAT WITH COPING NAIL AND NEOPRENE WASHER6.00. WEATHER RESISTIVE BARRIER FASTENER, 12' O C.11R" DOWN FROM T FROM T.0 REAR FACE EXTERIOR SHEATHING: RE: STRUCTURAL WEATHER RESISTIVE BARRIER are x B CEMENTITIOUS TRIM COM. SEALANT WEATHER PROOF EXPANSION JT AT SEPARATE BUILDINGS FASTEN CLEAT WITH LOPING NAIL AND NEOPRENE WASHER, V O.C. SELF -ADHERED FLASHING INSTALLED PER MFR. SPECS; WRAP TOP OF PRECAST WALL I-----) MEN PROOF TRUSS WITH SLOPING TOP CHORD AND BUILT-IN PARAPET WALL & WOOD BLOCKING BETWEEN TRUSSES MO ROOFING MEMBRANE OVER - _ PROTECTION BOARD WHERE REO'D; SLOPED METAL PLATE AND FASTENER AT 17 O.C. CLOSEDCELLSPRAY POLYURETHANE FOAM AND AIR BARRIER: R"20 MIN DEPTH ADHERED TO UNDERSIDE FO DECK AND DOWN PERIMETER OF TRUSS TO TOP PLATE, VAPOR BARRIER PER IBC 2018, TABLE 1203; INSTALL PER MFR. SPECS TOP PLATE R-21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING: RE: STRUCTURAL WEATHER RESISTIVE BARRIER -- ) CEMENTITIOUS LAP SIDING. INSTALL PER MANUF. SPECS; RE: ELEVATIONS FOR EXPOSURE �I 111 CSI I KEPHART community • planning •architecture 25M WALNUT STREET DENVER, CCLOMDO mms xww.bpM1eRmm U/ Z W M M -100 0 .jO PL W p F Q Q I III I I III lW^ V! I O I II =U IV1l1 W I I IIIY WEATHER PROOF EXPANSION JT AT SEPARATE BUILDINGS FASTEN CLEAT WITH LOPING NAIL AND NEOPRENE WASHER, V O.C. SELF -ADHERED FLASHING INSTALLED PER MFR. SPECS; WRAP TOP OF PRECAST WALL I-----) MEN PROOF TRUSS WITH SLOPING TOP CHORD AND BUILT-IN PARAPET WALL & WOOD BLOCKING BETWEEN TRUSSES MO ROOFING MEMBRANE OVER - _ PROTECTION BOARD WHERE REO'D; SLOPED METAL PLATE AND FASTENER AT 17 O.C. CLOSEDCELLSPRAY POLYURETHANE FOAM AND AIR BARRIER: R"20 MIN DEPTH ADHERED TO UNDERSIDE FO DECK AND DOWN PERIMETER OF TRUSS TO TOP PLATE, VAPOR BARRIER PER IBC 2018, TABLE 1203; INSTALL PER MFR. SPECS TOP PLATE R-21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING: RE: STRUCTURAL WEATHER RESISTIVE BARRIER -- ) CEMENTITIOUS LAP SIDING. INSTALL PER MANUF. SPECS; RE: ELEVATIONS FOR EXPOSURE 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, CCLOMDO mms xww.bpM1eRmm U/ Z W M M -100 0 .jO PL W p F Q Q LU1QI lW^ V! lF O OD =U IV1l1 W W 0> W �M ' ^ V M SOF CO4O J N 037 4 �SFD ARC`F. 03.25.2021 No. Date New 0828.ID FEPAITSUBMRTK Y r n D mN DJV Pmgd Deeigner DMB N 08.28.2020 kb Number 218094 Deveri By RB JT CT ChN*mJ By DMB Tore ROOF DETAILS Sneet N�moer A71l INTERIOR T EXTERIOR ,8F WOOD CANOPY 1 _N., UCTURAL PER MFR. SHEATHING', RE: STRUCTURAL MEMBRANE. INSTALL PER MFR. PROTECTION BOARD AS NEEDED D OF INSULATION. AS REQUIR�TOMCBEA" ED T 'TRUSS, RE: STRUCTURAL BEAM, RE: STRUCTURAL 'CgNT. SEALANT CEMENTITIOUS LAP SIDING. INSTALL PER 'MANDE. SPEC'S; RE: ELEVATIONS FOR EXPOSURE WEATHER RESISTIVE BARRIER NEOPRENE WARNER, 6'OC. PREFINISHED 'METAL PARAPET CAP WEATHER RESISTIVE CEMENTITIOUS CHUTE EXTENSION AND GALVANIZED I / 1 1/2" METAL \� FIELD INSTALL PER METALDRIPEDGE �I TPo ROOF MEMBRANE; INSTALL PER MFR. SPECS, WRAP OVER CORNER GMIN. ) ROOF SHEATHING; RE; STRUCTURAL RGOF TRUSS; RE: STRUCTURAL TPO ROOF MEMBRANE; INSTALL PER MFR SPECS CONI. BEAD OF TPO SEALAMT RGOFINGPRIMER TPO SEAM FLASHING COM. BEAD OF TPO SEALANT TERMINATION 111 �� ■ KEPHART community • planning • architecture 25M WALNUTSTREET DENVER, COLORADO Moms .n mB6enmm U) Z W M M -100 0 I— IO1 W w LCL( Q Q LL1 < /Vw ! 11- ) O OIV =U W _ W 0 > W �M ' ^ V M SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Issue 0828.ID FEPAITSUBMITTK I zoin D mg DJV Pmgd Designer DMB 08.28.2020 Job Number 218094 Drawn By RB JT CT CDxME By DMB Me ROOF DETAILS SnPoM milker A7=11 .\ SIDEWALL AT SIDING AND ASPHALT SHINGLES CEMENTITIWS SOFFIT BOARD CONT. BACKER ROD AND SEALANT EXTERIOR SHEATHING; RE t STRUCTURAL WEATHER RESISTIVE BARRIER 514 x 0 CEMENTITIOUS TRIM MIN. RGO BATT INSULATION PER ENERGY MODEL CONT. SEALANT CEMENTITIWS LAP SIDING, INSTALL PER WNUF. SPECS; RE: ELEVATIONS FOR EXPOSURE 2'-T OVERHANG I EXTERIOR SHEATHING RE: STRUCTURAL WEATHER RESISTIVE BARRIER I— - - — OF SIDING, TYP. CEMENTITIWS LAP SIDING, INSTALL PER WHILE. SPECS; RE: ELEVATIONS FOR ROOF SHEATHING; RE: STRUCTURAL t�*ROGF (1) LAYER 3N ROOFING FELT UNDERIAYMENT ASPHALT ROOF SHINGLES; INSTALL PER MFR. SPECS (1) LAYER Ell TYPE" X' GYP. GD. R-21 BATT INSULATION PER ENERGY REQUIREMENTS TRUSS; RE: STRUCTURAL AND ASPHALT SHIN ROOF TRUSS. RE: STRUCTURAL ICE AND WATER SHIELD TO EXTEND UP ROOF SHEATHING TO 24" HORIZONTAL FROM INSIDE FACE OF STUD (1) LAYER 309 ROOFING FELT UNDERLAYMENT ASPHALT ROOF SHINGLES: INSTALL PER MFR.SPEC'S CONTINUOUS METAL DRIP EDGE SOFFIT VENT, PAINT TO MATCH SOFFIT; RE ROOF PLANS FOR LOCATIIXJS, ON, AND SIZE 2x0 WOOD SUB FASCIA METAL GUTTER, SCREW HANGERS AT 24" O.C.: PAINT TO MATCH FASCIA CCEII BEAD OF SEALANT S TRUSS; RE: STRUCTURAL NUOUS METAL DRIP EDGE M4 X 10 CEMENTITIWS FASCIA, PT SOFFIT VENT, PAINT TO MATCH SOFFIT; RE: ROOF PLANS FOR LOCATIONS, QTY, AND OF SEALANT 111 �� ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO Eras ..... ,mama U) Z W MM \/ 5 T LL O 00 .jO I— w w LL Q W Q= w / L V ! 11- V! OOw =U 2 W 0> W �ci ' ^ V M N� L.L SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. DaftLPEWITSUBM�k Man2 01.14.21 rw g r DJV Pmgd Designer DMB b 08.28.2020 kb Number 218094 Dromi By RB JT CT CIIxME By DMB Tide ROOF DETAILS Sneer Nemoer A71l Ki H►SOY i/IM1111114 3" = 1'-0" L 24' PER A 1/4 ' GAP MME PROVIDEDBEIWEEN EDGE OFSHINGLE&RAISED \ PORTION OF PIPE FLASHING K31HNCOU UP AL SHEATHING: RE: STRUCTURAL SR BOX ROOFING FELT ROOF SHINGLES; INSTALL PER GA, GALVANIZED STORM COLLAR ROOF SHINGLES; INSTALL PER AND WATER SHIELD; BELO%% K7 H►SOY F 111 �� ■ KEPHART community • planning • architecture 255M WALNUT STREET DENVER, COLORADO 80205 .... ,mmnmm U) Z W M M -100 C) .jO F -w w p Q F� QQ w T. C/5 v, /wLJ V! lF- V! OOw =U 2 W 0> W ' ^ V M C) 1 SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Data Now 0128M FEPAITSUBMITFK Y r n D mg r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Drawn By RB JT CT CIIxME By DMB Tide ROOF DETAILS Sneer Nemoer A7=3a3 EL ISOMETRIC VIEW VENT NAHJSUE ROOF SHEATHING STARTER STRIP' if►f'ilBiBi1111 UPPER AND S10E ASPHALT SHINGLES OVERLAP FIANCE AND ARE SET IN PLASTIC ROOF CEMENT LOWER PART OF FLANGE OVERLAPS LOWER ASPHALT SHINGLES ASPHALT SHINGLES CUT TO FIT AROUND COLLAR OPENING AND SET IN PLASTIC ROOF CEMENT PREFORMED VENT FLANGE SET IN PLASTIC ROOF CEMENT & SECURE WITH GROMMETTED FASTENERS. SET AND ARE SET IN ASPHALT ROOF CEMENT LOWER PART OF FLANGE OVERLAPS LOWER ASPHALT SHINGLES „T GUTTER SECUREMENT METHOD I O.C. NUFACTURER XPOSURE HERE PER P FAST T BVJg NOTE' 1. CRITTER NOT SHOWN FOR CLARITY 2, LEAVE I Y GAP BETWEEN LIP OF COPING AND FASCIA BOARD TO FACILITATE INSTALLATION OF GUTTER. 3. ICE & WATER DAM PROTECTION MEMBRANE REO'D ON ALL ROOF SURFACES AT OR BELOW 3:12 PITCH iflIPAMI115111 111 �� ■ KEPHART community • planning aarclemicturs 25M WALNUT STREET DENvaa,coiDRADo mms .....,.ml�nmm Z W M 5M /� LL O 00 .jO � LLi w0_/ LL Q W Q= C/5 w v, C0 D lF V! OOw =U 2 W 0> W �ci ' ^ V M SOF CO4O J N 037 4 �SFD ARC`F. 03.25.2021 No. Data Issue 0828.ID FERIATSUBMITTK Y r �G mg r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driveri By RB JT CT CIIxME By DMB Tide ROOF DETAILS Sneer Nemoer A7=14 VIII LEVEL 2:112'-7 ]/R' 21/2' EXTRUDED ALUMINUM "T' BAR W/ DRIP EDGE ON MEMBRANE SHIM -4'X4' @ 12" O C. MAX SINGLE PLY WATERPROOF MEMBRANE SHIM BELOW T -BAR COM. FLUID APPLIED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC. GALVANIZED METAL FLASHING. OVERLAP SEAMS 4' AND FULLY SEAL SEAMS; COLOR TO MATCH SIDING LVL BEAM; RE: STRUCT lPO ROOF MEMBRANE; INSTALL PER MFG. SPEC'S 114' ROOF PROTECTION BOARD RIGID INSULATION M- MAX. US MIN. BALCONY TRUSS WITH SLOPED TOP CHORD: RE: STRUCTURAL RESILIENT CHANNEL, INSTALLED AT 12" O.C.; (2) COURSES OF RC CHANNEL BE O.C. OF WALLBOARD BUTT JOINTS (3- EACH SIDE OF BUTT JOINT); INSTALL RC CHANNEL OPPOSITE OF WALLBOARD JOINTS CEILING WIE TYPE'C' GYP. BD. ON RC DELUXE CHANNEL LEVEL 1 PLATE. 111'-1 118' 5RE TYPE'C GYP. BD. ON RC DELUXE SIM — — — — — _ — — — — — — —LEVEL 2: 112-7 7/8 EXTERIOR BREATHING; RE: STRUCT. ROOF SHEATHING: RE: STRUCTURAL CEMENTITIOUS LAP SIDING, INSTALL PER MANUS /SPEC'S; RE'. ELEVATIONS FOR EXPOSURE RIGID INSULATION WEATHER RESISTIVE BARRIER 1l4' ROOF PROl ECT10N BOARD ANNOD FULLY TPO ROOF MEMBRANE; INSTALL PER MFG. SPECS GREAL. SEAMS; OVERLAPSEAMS 4" ULLY GEAL SEAMB; COLOR TO MATCH FIELD TPO TIE IN, PER MFG SPECS' . STARTER STRIP; GAPS AT O.C. FOR DRAINAGE; GALV MTL DRIP EDGEPTTO MATCH ADI. INSTALL 1R" UP FROM BOTTOM M OF SIDING, NP. WEATHER RESISTIVE BARRIER ROOF MEMBRANE; INSTALL PER MFG. SPECS LVL BEAM; RE: STRUCT 1/4'x'-0-0: — — — — — -- ---------------- j - ----------------j — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -----------L_—_---_--_ _ _—_ --------------Jlll�lllfllllllllr--------------------- 2 I,EPJ,T 3" = 1'-0" TO. STRIJCTI� L 111 �� ■ KEPHART III �C 25M WALNUT STREET DENVER, COLORADO mms xx ,mM1enmm U) Z 111 ;CAGE, MM _�II! ��, 5\/ O VIII LEVEL 2:112'-7 ]/R' 21/2' EXTRUDED ALUMINUM "T' BAR W/ DRIP EDGE ON MEMBRANE SHIM -4'X4' @ 12" O C. MAX SINGLE PLY WATERPROOF MEMBRANE SHIM BELOW T -BAR COM. FLUID APPLIED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC. GALVANIZED METAL FLASHING. OVERLAP SEAMS 4' AND FULLY SEAL SEAMS; COLOR TO MATCH SIDING LVL BEAM; RE: STRUCT lPO ROOF MEMBRANE; INSTALL PER MFG. SPEC'S 114' ROOF PROTECTION BOARD RIGID INSULATION M- MAX. US MIN. BALCONY TRUSS WITH SLOPED TOP CHORD: RE: STRUCTURAL RESILIENT CHANNEL, INSTALLED AT 12" O.C.; (2) COURSES OF RC CHANNEL BE O.C. OF WALLBOARD BUTT JOINTS (3- EACH SIDE OF BUTT JOINT); INSTALL RC CHANNEL OPPOSITE OF WALLBOARD JOINTS CEILING WIE TYPE'C' GYP. BD. ON RC DELUXE CHANNEL LEVEL 1 PLATE. 111'-1 118' 5RE TYPE'C GYP. BD. ON RC DELUXE SIM — — — — — _ — — — — — — —LEVEL 2: 112-7 7/8 EXTERIOR BREATHING; RE: STRUCT. ROOF SHEATHING: RE: STRUCTURAL CEMENTITIOUS LAP SIDING, INSTALL PER MANUS /SPEC'S; RE'. ELEVATIONS FOR EXPOSURE RIGID INSULATION WEATHER RESISTIVE BARRIER 1l4' ROOF PROl ECT10N BOARD ANNOD FULLY TPO ROOF MEMBRANE; INSTALL PER MFG. SPECS GREAL. SEAMS; OVERLAPSEAMS 4" ULLY GEAL SEAMB; COLOR TO MATCH FIELD TPO TIE IN, PER MFG SPECS' . STARTER STRIP; GAPS AT O.C. FOR DRAINAGE; GALV MTL DRIP EDGEPTTO MATCH ADI. INSTALL 1R" UP FROM BOTTOM M OF SIDING, NP. WEATHER RESISTIVE BARRIER ROOF MEMBRANE; INSTALL PER MFG. SPECS LVL BEAM; RE: STRUCT 1/4'x'-0-0: — — — — — -- ---------------- j - ----------------j — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -----------L_—_---_--_ _ _—_ --------------Jlll�lllfllllllllr--------------------- 2 I,EPJ,T 3" = 1'-0" TO. STRIJCTI� 111 �� ■ KEPHART III (2) IAYERSW TYPE X GYP So APPLIED TO BEAM PER ASSEMBLY 25M WALNUT STREET DENVER, COLORADO mms xx ,mM1enmm U) Z 111 ;CAGE, MM _�II! ��, 5\/ O 00 OI i t .jO (21 UYERSW TYPE CAGE, R ASSEMBLY1.:rAPPLIEDBEAM i .CEILING Pw SAFTYPE-UGYRIED.OfIRCIDELUKE w —BRAKE METAL TRIM CLOSURE, UP SEAMS 4' MIN —HORIZONTAL J TRIM NOTE: EL13 TRIM, BOD, AT OUTSIDE CORNERS OF CANOPY START PANEL CENTERED ON CANOPY FOR EO. PANEL LENGTHS BUT AT OUTSIDE CORNERS. BUTT JOINTS OVER LENGTH OR CANOPY 3" = 1'-01• PREFINISHED METAL PARAPET CAP �TPO ROOF MEMBRANE: INSTALL PER MFG. SPECS T WRAP OVER AND DOWN WALL MIN. 2' WEATHER RESISTIVE BARRIER FASTEN CLEAT WITH COPING NAIL AND NEOPRENE WASHER. B"SHEATHING; EA EXTERIORISHED AT AL P; RA STRUCT. PREFINISHED METAL PARAPET CAP CEMENTITIOUS PANEII n3TENER AT 12" O C. VA" ROOF PROTECTION BOARD RIGID INSUL, SLOPED FOR DRAINAGE — LEVEL2: 112'-]]/8� EXTERIOR SHEATHING; RE: STRUCT. �2x WOOD FRAMING; RE: STRUCTURAL ROOF SHEATHING; RE: STRUCTURAL MTLDECK; RE: STRUCTURAL �STL BEAM; RE STRUCTURAL �STL C CHANNEL; RE: STRUCTURAL 5B - TYPE 'X GYP BD APPLIED TO BEAM ASSEMBLY LEVEL 1 PLATE: 111'-1 W& NOTE: EZA3 TRIM, BOD, AT OUTSIDE CORNERS OF CANOPY START PANEL CENTERED ON CANOPY FOR EO. PANEL LENGTHS BUT AT OUTSIDE CORNERS. BUTT JOINTS OVER LENGTH OR CANOPY 111 �� ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO mms xx ,mM1enmm U) Z W MM 5\/ O 00 .jO Pw w LCL( Q Q W Q= C/ , C/5 w , lF—^ V! OOw =U 2 W 0> V � E� SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Issue 02SM FEPAITSUBMITTK n D mg DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Drimen By RB JT CT d 4B DMB rma CANOPY DETAILS Sneet NJMier A7=15 II II I I II II I I II CEMENTITIOUS LAP SIDING. INSTALL PER v 3 WHILE. SPEC5; RE: ELEVATIONS FOR WEEP HOLES AT 24' GC. EXPOSURE GALVANIZED METAL THROUGH -WALL SELFADHEREDFLASHING INSTALLED PER ; OVERLAP SEAM FULLY MFR. SPECS SAL SEACH FIE SEAL SEAMS; COLOR i0 MATCH FIELD WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING; RE: STRUCTURAL STARTER STRIP; GAPS AT 1670.C. FOR WEATHER RESISTIVE BARRIER DRAINAGE; INSTALL 12' UP FROM BOTTOM OF SIDING, TYP. VAIRSPACE TERMINAL OUTER RANGE SECURED PER MFR BRICK SOLDIER STANDARD; RE: WRITTEN INSTRUCTIONS ELEVATIONS FOR BANDING COLOR AND GALVANIZED METAL FLASHING; OVERLAP LOCATIONS SEAM$4- AND FULLY SEAL SEAMS; COLOR 3N' REAVFJLL: RE: ELEVATIONS TO MATCH FIELD /� LL CONT. BEAD OF SEALANT BRICK BANDING; RE: ELEVATIONS FOR BOD; SPARKS MODERN POWER VENT KIT, LOCATIONS AND COLOR INSTALL PER MFR WRITTEN INSTRUCTONS 3N7 REAVE4; RE: ELEVATIONS VENTING AS REQUIRED BY STELLAR HEARTH BRICK BANDING; RE: ELEVATIONS FOR 6 T3 -GL. INSTALL PER MFR WRITTEN 3147 REAVEAL; RE: ELEVATIONS INSTRUCTIONS F- w LU RESILIENT CHANNEL, INSTALLED AT 12' O.C.; p Q F� (2) COURSES OF RC CHANNEL 6' O.C. OF QQ BUTT JOINTS (3' EACH SIDE OF BUR JOINT) Q= (1) LAYERS 5107 TYPE'C' GYP. BD. :ONT. SEALANT lI- EXTERIOR SHEATHING; RE: STRUCTURAL V! OOw METAL STUD FRAMING, SPACE PER ASSEMBLY 2 1) LAYERS SIB' TYPE C' GYP. BD. AT LAP SIDING rL W � AT 5/4x4 BELLY BAND INATION AT BEAUTY BLOCK R 3 T R MIM) = 1 -On \� 3.. = ,._0.. \'2� 3.. = TION AT BRICK RE: STRUCTURAL ARRIER VG INSTALLED PER I. SUB FLR D SEALANT IETALDRYERVENT EXTERIOR SHEATHING; RE: STRUCNRAL WEATHER RESISTIVE BARRIER CEMENTITIOUS LAP SIDING, INSTALL PER MANUF. SPECS; RE: ELEVATIONS FOR EXPOSURE SELF -ADHERED FLASHING INSTALLED PER MFR. SPECS ) COM. BEAD OF SEPLANT 3147 REAVEAL; RE: ELEVATIONS BRICK BANDING; RE: ELEVATIONS FOR LOCAIICNSANDC0.0R RICK TRANSITION AT = 1'-ne PONE TO BRICK TRANSITION =,,_De WEEP HOLES AT 24' GC. / GALVANIZED METAL THROUGH -WALL KEPHART ; OVERLAP SEAM FULLY SAL SEACH FIE SEAL SEAMS; COLOR i0 MATCH FIELD 25M WALNUT STREET DENVER, COLORADO PoMS xw mmmmw' EXTERIOR SHEATHING; RE: STRUCTURAL WEATHER RESISTIVE BARRIER VAIRSPACE BRICK SOLDIER STANDARD; RE: W ELEVATIONS FOR BANDING COLOR AND MM LOCATIONS 3N' REAVFJLL: RE: ELEVATIONS 5\/ /� LL O BRICK BANDING; RE: ELEVATIONS FOR LOCATIONS AND COLOR 3N7 REAVE4; RE: ELEVATIONS BRICK BANDING; RE: ELEVATIONS FOR LOCATIONS AND COLOR 3147 REAVEAL; RE: ELEVATIONS RICK BANDING MIM) = 1 -On \� 3.. = ,._0.. \'2� 3.. = TION AT BRICK RE: STRUCTURAL ARRIER VG INSTALLED PER I. SUB FLR D SEALANT IETALDRYERVENT EXTERIOR SHEATHING; RE: STRUCNRAL WEATHER RESISTIVE BARRIER CEMENTITIOUS LAP SIDING, INSTALL PER MANUF. SPECS; RE: ELEVATIONS FOR EXPOSURE SELF -ADHERED FLASHING INSTALLED PER MFR. SPECS ) COM. BEAD OF SEPLANT 3147 REAVEAL; RE: ELEVATIONS BRICK BANDING; RE: ELEVATIONS FOR LOCAIICNSANDC0.0R RICK TRANSITION AT = 1'-ne PONE TO BRICK TRANSITION =,,_De 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO PoMS xw mmmmw' U) Z W MM 5\/ /� LL O 00 .jO F- w LU p Q F� QQ W Q= /wL V ! lI- V! OOw =0 2 W 0> W � l ' ^ V M SOF C040 0 N 037 4 �SFD ARC`F. 03.25.2021 No. Datek�TSUBM�k MM mg r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driven By RB JT CT xME By DMB Tide EXTERIOR WALL DETAILS Sheet Number A7=4e0 ct �(1) LAYER INSULE -VATION GYP. NE R-21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING; RE: STRUCTURAL WEATHER RESISTIVE BARRIER BRICK VENEER, STANDARD SRI PROVIDE WALL TIES PER MFR. SPECS CONT. BACKER ROD AND SEALANT She x 2 CEMENTITIOUS TRIM 514 x 4 CEMENTITIOUS TRIM CgJT. SEALANT CEMENTITIOUS LAP SIDING, INSTALL PER MANI SPECS; RE: ELEVATIONS FOR EXPOSURE RICK TO SIDING PLANAR TRANSITION 31911 ISIDE CORNER AT SIDING 1 B^ R U 6 - SIDE CORNER AT BRICK TO SIDIN e^ R SIDE CORNER AT = 1•_0e e^ E 1^ 2UCTURAL "g' 111 �� (1) LAYER SIB" TYPE -V GYP. BD. EXTERIOR SHEATHING: RE: STRUCTURAL community • planning aarchitecture R-21 BATT INSULATION PER ENERGY (1) LAYER US' TYPE -X-GAP BD. WEATHER RESISTIVE BARRIER 'ALLEO PER RECKAREMENTS Z SELF- ADHERED FLASHING INSTALLED PER EXTERIOR SHEATHING; RE: STRUCTURAL R 5M B LL WEATHER RESISTIVE BARRIER; WRAP OVER 00 .jO CORNERFLASHING CEMEN ITIOUS LAP SIDING, INSTALL PER I— w w MANUR SPEC'S; RE: ELEVATIONS FOR LL Q EXPOSURE W Q= w SELF ADHERED FLASHING INSTALLED PER / L V ! R 21 BATT INSULATION PER ENERGY MFR. SPECS: WRAP S' EACH SIDE OF OO =U •B^; PROVIDE CORNER W 2 0> z W �Sl- CONCRETE MASONRY VENEER UNIT W ITH M ' ^ V M REQUIREMENTS SOF CO4O J WEATHER RESISTIVE BARRIER N 037 4 �SFD ARC`F. 03.25.2021 UJCTURAL 0828.20 FEMITSUBI EXTERIOR SHEATHING; RE: STRUCTURAL ERGY EXTERIOR SHEATHING; RE: STRUCTURAL R-21 BATT INSULATION PER ENERGY g METAL UAP SIDING CORNER TRIM I. mg (1) LAYER 6'8^ TYPE ^X^ GYP. BD. Pmgd Designer %1 INSIDE CORNER AT STONE kb Number 218094 WEATHER RESISTIVE BARRIER: WRAP OVER RB JT CT cneriNd By eeeeee DMB The EXTERIOR WALL PLAN DETAILS Sheet Nurtber A7-4.1 CORNER FLASHING CEMENTITIOUS LAP SIDING, INSTALL PER MANUR SPECS; RE; ELEVATIONS FOR EXPOSURE — 2 SELF -ADHERED FLUSHING INSTALLED PER MFR. SPECS; WRAP e' EACH SIDE OF g EXTERIOR SHEATHING: RE: STRUCTURAL CORNER D WEATHER RESISTIVE BARRIER _----) E p & SELF ADHERED FLASHING INSTALLED PER Qw MFR.SPEC'S ] CEMENTITIOUS LAP SIDING. INSTALL PER q' all SPEC'S; RE: ELEVATIONS FOR v EXPOSURE SELF-0DHERED FrASHIN1 w O Q 514x4 CEMENTITIOUS TRIM — ILL y CONT. SEALANT i • METAL LAP SIDING CORNER TRIM CEMENTITIOUS LAP SIDING, INSTALL PER CEMENTRIOUS LAP SIDING, INSTALL PER RE: ELEVATIONS FOR ueU MANUR SPECS; RE; ELEVATIONS FOR EXPOSUREEC'S: EXPOSURE a CONT. SEALANT WEATHER RESISTIVE BARRIER y CEMENTITIOUS PANEL SIDING, INSTALL PER MANUR SPEC'S EXTERIOR SHEATHING; RE: STRUCTURAL (2) 2X12 BEAM; RE -STRUCTURAL; SEE R-21 BATT INSULATION PER ENERGY BALCONY DETAILS RECUIREMENTS (1) LAYER SIS" TYPE 'r GYP. BD. UTSIDE CORNER AT SIDING AT BALCONY FACE �„1 INSIDE CORNER AT SIDING U 6 - SIDE CORNER AT BRICK TO SIDIN e^ R SIDE CORNER AT = 1•_0e e^ E 1^ 2UCTURAL "g' 111 �� (1) LAYER SIB" TYPE -V GYP. BD. EXTERIOR SHEATHING: RE: STRUCTURAL community • planning aarchitecture R-21 BATT INSULATION PER ENERGY U) WEATHER RESISTIVE BARRIER 'ALLEO PER RECKAREMENTS Z SELF- ADHERED FLASHING INSTALLED PER EXTERIOR SHEATHING; RE: STRUCTURAL R 5M B LL WEATHER RESISTIVE BARRIER; WRAP OVER 00 .jO CORNERFLASHING CEMEN ITIOUS LAP SIDING, INSTALL PER I— w w MANUR SPEC'S; RE: ELEVATIONS FOR LL Q EXPOSURE W Q= w SELF ADHERED FLASHING INSTALLED PER / L V ! 11- MFR. SPECS: WRAP S' EACH SIDE OF OO =U •B^; PROVIDE CORNER W 2 0> z W �Sl- CONCRETE MASONRY VENEER UNIT W ITH M ' ^ V M AIRSPACE ANO WALL TIES SOF CO4O J WEATHER RESISTIVE BARRIER N 037 4 �SFD ARC`F. 03.25.2021 UJCTURAL 0828.20 FEMITSUBI EXTERIOR SHEATHING; RE: STRUCTURAL ERGY R-21 BATT INSULATION PER ENERGY g METAL UAP SIDING CORNER TRIM U 6 - SIDE CORNER AT BRICK TO SIDIN e^ R SIDE CORNER AT = 1•_0e e^ E 1^ 2UCTURAL "g' 111 �� I EXTERIOR SHEATHING: RE: STRUCTURAL community • planning aarchitecture 25M WALNUT STREET DENv R, COLORADO rhol .... mBmnmm U) WEATHER RESISTIVE BARRIER 'ALLEO PER m Z SELF- ADHERED FLASHING INSTALLED PER M o 5M B LL MFR. SPEC'S 00 .jO I— w w �0_�// LL Q 'OURSE W Q= w ALTERNATE CORNERS AT EACH COURSE / L V ! 11- V! OO =U •B^; PROVIDE W 2 0> W �Sl- CONCRETE MASONRY VENEER UNIT W ITH M ' ^ V M AIRSPACE ANO WALL TIES SOF CO4O J WEATHER RESISTIVE BARRIER N 037 4 �SFD ARC`F. 03.25.2021 UJCTURAL 0828.20 FEMITSUBI EXTERIOR SHEATHING; RE: STRUCTURAL ERGY R-21 BATT INSULATION PER ENERGY REQUIREMENTS I. mg (1) LAYER 6'8^ TYPE ^X^ GYP. BD. Pmgd Designer %1 INSIDE CORNER AT STONE kb Number 218094 Driven By RB JT CT cneriNd By eeeeee DMB The EXTERIOR WALL PLAN DETAILS ER I t^ 111 �� ■ KEPHART community • planning aarchitecture 25M WALNUT STREET DENv R, COLORADO rhol .... mBmnmm U) Z W M 5M B LL O 00 .jO I— w w �0_�// LL Q Q W Q= w / L V ! 11- V! OO =U w W 2 0> W �Sl- M ' ^ V M SOF CO4O J N 037 4 �SFD ARC`F. 03.25.2021 No. Data Isbut 0828.20 FEMITSUBI r n D mg DJV Pmgd Designer DMB Data eeeeeee 08.28.2020 kb Number 218094 Driven By RB JT CT cneriNd By eeeeee DMB The EXTERIOR WALL PLAN DETAILS Sheet Nurtber A7-4.1 W GWB CORRIDOR RE: STRUCTURAL 2X FRAMING; RE: STRUCTURAL EXTERIOR NON COMBUSTIBLE SHEATHING WEATHER RESISTIVE BARRIER CORRIDOR I �M-TYPE x GWB / 111 �� / \ CEMENTITIOUS LAP SIDING, INSTALL PER KEPHART community • planning aarchitecture MANUR SPECS: RE: ELEVATONS FOR a: g EXPOSURE + EXTERIOR NON COMBUSTIBLE SHEATHING r J . M M 'a N " y ",V T, NOTE: EXTEND WALL SHEATHING ANDWRB4MIN PAST FACE OF _.' COM. SEALANT { a •4" ' 5/4 x 4 CEMENTITIOUS TRIM MIN.. COM. BACKER ROD AND SEALANT EXPOSURE (n /w `+ ) V ! COMPRESSIBLE EXPANSION JOINT, WIDTH 8 O - INSTALLATION PER MFR WRITTEN W 'p INSTRUCTIONS _ W �" PRECAST CONCRETE, 2 -HR FIRE WALL RE: > d STRUCTURAL 01 ' ^ V M COM. BACKER ROD AND SEALANT GONG FOUNDATION WALL, RE: STRUCT SOF C040 U N COMPRESSIBLE EXPANSION JOINT, WIDTH B 03.25.2021 INSTALLAMON PER MFR WRITTEN Nl FERMTSUBl EXTERIOR r GARAGEs^< , VENTILATION 1• : ` �tl GONG FOUNDATION WALL, RE: STRUCT ..,o,e.e. AIR WELL mg TRANSITION - 2 TO SI ING PLANAR nPRECAST Data 08.28.2020 o`>••r• EXTERIOR CORRIDOR I �M-TYPE x GWB 3" = 11-01, CAST IN PLACE CONCRETE WALL. RE: 111 �� BTRULT KEPHART community • planning aarchitecture 25M WAWUTSTREET DENVER. COLORADO mors .n mBhenmm a: g Z EXTERIOR NON COMBUSTIBLE SHEATHING r J . M M 'a WEATHER RESISTIVE BARRIER " y ",V T, NOTE: EXTEND WALL SHEATHING ANDWRB4MIN PAST FACE OF _.' CONCRETE MINT, INTOAIR SAPOE. F- w Lu CEMEN MANUS. SPECSPECS LAP SIDING, INSTALL PER S; RE: ELEVATIONS FOR F� Q QQ EXPOSURE (n /w `+ ) V ! ' # O COM. SEALANT OIU) =U W _ W &4 x 4 CEMENTITIOUS TRIM 0 > W 01 ' ^ V M COM. BACKER ROD AND SEALANT 4+ SOF C040 U N COMPRESSIBLE EXPANSION JOINT, WIDTH B 03.25.2021 INSTALLAMON PER MFR WRITTEN Nl FERMTSUBl INSTRUCTIONS r ,` 1• : ` �tl GONG FOUNDATION WALL, RE: STRUCT rbhng D PRECAST CONCRETE, 2 A FIRE WALL; RE: mg DJV Pmgd Designer STRUCTURAL Data 08.28.2020 o`>••r• EXTERIOR Draw By RB JT CT • 'P.• VENTILATION GARAGE?-.w.a DETAILS AIR WELL L ,. >re 7-4.2 .,...,. 3" = 11-01, 111 �� ■ KEPHART community • planning aarchitecture 25M WAWUTSTREET DENVER. COLORADO mors .n mBhenmm U) Z W M M -100 0 .jO F- w Lu p F� Q QQ W Q= (n /w `+ ) V ! l�^ O OIU) =U W _ W 0 > W 01 ' ^ V M SOF C040 U N 037 4 n� ,ftp �SFD ARC`S. 03.25.2021 No. Date Issue Nl FERMTSUBl r rbhng D mg DJV Pmgd Designer DMB Data 08.28.2020 Job Number 218094 Draw By RB JT CT GeMe4By DMB RIOR WALL PLAN DETAILS L 7-4.2 TURN FLEXIBLE SELF -ADHERED WINDOW/STOREFRONT �� ■ R-21 BATT INSULATION PER ENERGY Anning community a rRTrB 25M WALNUT STREET DENVER, COLORADO mms xxw.bpM1enmm :.+..:.. R-21 BATT INSULATION PER ENERGY FLASHING UP JAMB MIN. T Z <........ .: W REQUIREMENTS M 5M B LL CONI. BEAD OF SEALANT BETWEEN REQUIREMENTS VINYL WINDOW WITH LGW-E GLASS 00 .jO CONT. BEAD OF SEALANT BETWEEN EXTERIOR SHEATHING; RE t STRUCTURAL CONT. BEAD OF SEALANT BETWEEN Lu EXTERIOR SHEATHING, RE: STRUCTURAL — COM. SEALANT p F CONT. BEAD OF SEALANT BETWEEN WEATHER RESISTIVE BARRIER Q W SHEATHING PND NAILING FIN (n WEATHER RESISTIVE BARRIER /LLLJ V ! 0 1- V) OLU=U SHEATHING AND NAILING FIN ( —) _ SHEATHING AND NAILING FIN ( —) VINYL WINDOW WITH LCI GLASS > W R-21 BATT INSULATION PER ENERGY l ' ^ V CONT. BACKER ROD AND SEALANT co CONT. BACKER ROD AND SEALANT REQUIREMENTS _KF BRICK VENEER, STANDARD 3COP; PROVIDE 037 4 �SFD ARC`F. 03.25.2021 CONT. SACKER ROD AND SEALANT No. Mek�TSUBM�k CONCRETE MASONRY VENEER UNIT WITH' MINIMAL EXPANDING FOAM; SEAL ROUGH MINIMAL EXPANDING FOAM; SEAL ROUGH WALL TIES PER MFR. SPECS MINIMAL EXPANDING FOAM; SEAL ROUGH AIRSPACE AND WALL TIES OPENING EXTERIOR SHEATHING; RE: STRUCTURAL mg DJV MINIMAL EXPANDING FOAM; SEAL ROUGH DMB Date 08.28.2020 OPENING 218094 ALVANIZED METAL THROUGH WALL eeeeee RB JT CT xMEB OPENING DMB ne GALVANIZED METAL THROUGH WALL COM. BACKER ROD AND SEALANT SnPoM milker CEMENTITIWS LAP SIDING. INSTALL PER OPENING LASHING: OVERLAP SEAMS 4' AND FULLY OPENING FLASHING; OVERLAP SEAMS 4' AND FULLY MANUF. SPECS; RE: ELEVATIONS FOR NNYL WINDOW WTIN LOW -E GLASS EAL SEAMS; COLOR TO MATCH FIELD VINYL WINDOW WITH LOW -E GLASS VINYL WINDOW WITH LOWS GLASS SEAL SEAMS, COLOR TO MATCH FIELD BRAKE METAL TRIM: FINISH TO MATCH WINDOW HEAD AT SIDING EXPOSURE WINDOW HEAD AT BRICK WINDOW HEAD AT STONE 9 WINDOW/STOREFRONT 3 SELF -ADHERED FLASHING INSTALLED PER 3" = 1'-0" 3" = 1'-0" SELFADHERED FLASHING INSTALLED PER TURN FLEXIBLE SELFADHERED SELF -ADHERED FLASHING INSTALLED PER TURN FLEXIBLE SELFADHERED MFR. SPECS; WRAP OVER WINDOW TURN FLEXIBLE SELFADHERED TURN FLEXIBLE BEV ADHERED FLASHING UP JAMB MIN. V MFR. SPECS; WRAP OVER WINDOW EXTERIOR SHEATHING; RE: STRUCTURAL FLASHING UP JAMB MIN, 8' MFR. SPECS; WRAP OVER WINDOW FLASHING UP JAMB MIN. 8' FLANGE MDF WINDOW SILL AND APRON; PAINT r— FLANGE MDF WINDOW SILL AND APRON; PAINT FLANGE r— MDF WINDOW SILL AND APRON; PAINT r— — SELF -ADHERED FLASHING INSTALLED PERMFR. MDF WINDOW SILL AND APRON; PAINT CONT. SEALANT CONT. SEALANT SPECS; WRAP OVER WINDOW WEATHER RESISTIVE BARRIER; WRAP OVERW.R CONT. SEALANT CONT. SEALANT FLANGE VINYL WINDOW WTIN LOW -E GLASS VINYL WINDOW WITH LOW -E GLASS B.SEAMTAPE WINDOW FLANGE W.R.B. SEAM TAPEWEATHER VINYL WINDOW WITH LOWS GLASS RESISTIVE BARRIER;WRAPOVER (— - - —)WINDOW MINIMAL EXPANDING FOAM; SEAL ROUGH FLANGE W.R.B. SEAM TAPE MORTAR NET AT THROUGH -WALL FLASHING MINIMAL EXPANDING FOAM; SEAL ROUGH OPENING SELFADHERED FLASHING INSTALLED PER OPENING OPENING MFR. SPECS; WRAP OVER WINDOW SELF -ADHERED FLASHING INSTALLED PERBRICK SOLDIER. STANDARD CONT. BACKER ROD AND SEALANT FLANGE CONT. BACKER ROD AND SEALANT MFR. SPECS; WRAP OVER METAL TRIM CONT. BACKER ROD AND SEALANT ( ) BRAKE METAL TRIM; FINISH TO MATCH WEEPATZVOC. I pWEEPATZVOC. TAPE TION NO SE�W AT THIS NSH PRE -CAST STONE WATER TABLE; RAKE — CEMENTITIOUS PANEL WINDOW I STOREFROM BRAKEM AL TRIM; FIITO MATCH _ _ STEEL LINTEL ANGLE. RE: STRUCTURAL SLOP 'JI \x/ STEEL LINTEL ANGLE. RE: STRUCTURAL METALTRIM: FINISH TO MATCH . .:.. .:....:.'.r.: WINDOW/STOREFRONT �� ■ '.-::- ;. ..: Anning community a rRTrB 25M WALNUT STREET DENVER, COLORADO mms xxw.bpM1enmm :.+..:.. Z <........ .: W M 5M B LL CONI. BEAD OF SEALANT BETWEEN 00 .jO CONT. BEAD OF SEALANT BETWEEN CONT. BEAD OF SEALANT BETWEEN Lu LLI p F CONT. BEAD OF SEALANT BETWEEN Q Q W SHEATHING PND NAILING FIN (n SHEATHING AND NAILING FIN /LLLJ V ! 0 1- V) OLU=U SHEATHING AND NAILING FIN _ SHEATHING AND NAILING FIN 0 > W COM. BACKER ROD AND SEALANT l ' ^ V CONT. BACKER ROD AND SEALANT co CONT. BACKER ROD AND SEALANT B N 037 4 �SFD ARC`F. 03.25.2021 CONT. SACKER ROD AND SEALANT No. Mek�TSUBM�k MM MINIMAL EXPANDING FOAM; SEAL ROUGH MINIMAL EXPANDING FOAM; SEAL ROUGH MINIMAL EXPANDING FOAM; SEAL ROUGH mg DJV MINIMAL EXPANDING FOAM; SEAL ROUGH DMB Date 08.28.2020 OPENING 218094 Driven By eeeeee RB JT CT xMEB OPENING DMB ne WINDOW DETAILS SnPoM milker OPENING OPENING NNYL WINDOW WTIN LOW -E GLASS VINYL WINDOW WITH LOW -E GLASS VINYL WINDOW WITH LOW -E GLASS VINYL WINDOW WITH LOWS GLASS )W HEAD TO SILL AT PANEL SIDING WINDOW HEAD AT SIDING WINDOW HEAD AT BRICK WINDOW HEAD AT STONE 9 A 3 3" = 1'-0" 3" = 1'-0" 3" = V-0" TURN FLEXIBLE SELFADHERED TURN FLEXIBLE SELFADHERED TURN FLEXIBLE SELFADHERED TURN FLEXIBLE BEV ADHERED FLASHING UP JAMB MIN. V FLASHING UP JAMB MIN. T FLASHING UP JAMB MIN, 8' FLASHING UP JAMB MIN. 8' — — F MDF WINDOW SILL AND APRON; PAINT r— MDF WINDOW SILL AND APRON; PAINT r— MDF WINDOW SILL AND APRON; PAINT r— — MDF WINDOW SILL AND APRON; PAINT CONT. SEALANT CONT. SEALANT CONT. SEALANT CONT. SEALANT VINYL WINDOW WTIN LOW -E GLASS VINYL WINDOW WITH LOW -E GLASS VINYL WINDOW WITH LOW -E GLASS VINYL WINDOW WITH LOWS GLASS MINIMAL EXPANDING FOAM; SEAL ROUGH MINIMAL EXPANDING FOAM; SEAL ROUGH MINIMAL EXPANDING FOAM; SEAL ROUGH MINIMAL EXPANDING FOAM; SEAL ROUGH OPENING OPENING OPENING OPENING COM. BACKER ROD AND SEALANT CONT. BACKER ROD AND SEALANT CONT. BACKER ROD AND SEALANT CONT. BACKER ROD AND SEALANT BRAKE METAL TRIM; FINISH TO MATCH PRE -CAST STONE WATER TABLE; RAKE WINDOW I STOREFROM SLOP MORTAR BETWEEN UNITS, FILL WITH — — — WEATHER RESISTIVE BARRIER — — — — — WEATHER RESISTIVE BARRIER — — BACKER ROD ANO SEALANT (— - - —) WEATHER RESISTIVE BARRIER (_ - - _) SELFADHERED(— - - —) SELF ADHERED -L* WEATHER RESISTIVE BARRIER FLASHING INSTALLED SELF -ADHERED FLASHING INSTALLED PER FLASHING INSTALLED ( —) PER MFR. SPECS; TURN MFR. SPECS; TURN INTO WINDOW OPENING PER MFR. SPECS, TURN SELFADHEREDFLASHING INSTALLED PER INTO WINDOW OPENING (— --) IIWOWINOOWOPENING MFR. SPECS: TURN INTO WINDOW OPENING SELF -ADHERED FLASHING INSTALLED PER BRICK ROWLOCK SILL, MFR. SPECS; WRAP OVER METAL TRIM BRICK ROWLCCN SILL, X SLOPE TO DRAIN RAKE (— — — — —) SLOPE TO DRAIN; RAKE / \ \ MORTAR BETWEEN MJRTARBETVJEEN WEEP AT 24 OZ, UNITS, FILL WITH BACKER CEMENTITIWS LAP SIDING, INSTALL PER UNITS, FILL WITH BACKER GALVANIZED AL THROUGH -WALL RODANDSEALANT MANUF. SPECS: RE: ELEVATIONS FOR ROUANDSEALANT — FLASHING; OVERLAP SEAMS 4' AND FULLY WEEP ATWO.L.SEAL EXPOSURE SEAMS; COLOR TO MATCH FIELD WEEP AT 24' O.C. GALVANIZED METAL THROUGH WALL R-21 BATT INSULATION PER ENERGY GALVANIZED METAL THROUGHWALL R-21 BATT INSULATION PER ENERGY FLASHING; OVERLAP SEAMS AND FULLY REQUIREMENTS FLASHING: OVERIAPSEAMSCANDFULLY REQUIREMENTS SEAL SEAMS: COLOR TO MATCH FIELD SEAL SEAMS; COLOR TO MATCH FIELD EXTERIOR SHEATHING: RE: STRUCTURAL R-21 &ATT INSULATION PER ENERGY EXTERIOR SHEATHING; RE: STRUCTURAL REQUIREMENTS REC BATT INSULATION PER ENERGY 1"AIRSPACE REQUIREMENTS EXTERIOR SHEATHING: RE: STRUCTURAL EXTERIOR SHEATHING; RE: STRUCTURAL CONCRETE MASONRY VENEER UNIT WITH' 1'AIRSPACE AIRSPACE AND WALL TIES 1"AIRSPACE BRICK VENEER, STANDARD 3C=8": PROVIDE BRICK VENEER. STANDARD 3C=8': PROVIDE WALL TES PER MFR. SPEC'S WALL TIES PER MFR. SPEC'S 114" REVEAL; RE: ELEVATIONS )W SILL AT BRICK WINDOW SILL AT SIDING WINDOW SILL AT BRICK BANDING WINDOW SILL AT STONE $ 5 2 311- 1'-0" 3" = 1'-01, 31 = 1'-01, —MDF WINDOW SILL AND APRW; PAINT —CONT. SEALANT —VINYL WINDOW WITH LOW -E GLASS _MINIMAL EXPANDING FOAM; SEAL ROUGH OPENING —CONT. BACKER ROD AND SEAIANT PRE -CAST STONE WATER TABLE: RATS —MORTAR BETWEEN UNITS, FILL WITH BACKER RCD AND SEALANT r WEATHER RESISTIVE BARRIER (--.—) SELF ADHERED FLASHING INSTALLED PER MFR. SPECS; TURN INTO WINDOW WENINC —) _CONCRETE MASONRY VENEER UNIT WITH 1" AIRSPACE AND WALL TIES —WEEPAT24"0.C. GALVANIZED METAL THROUGH WALL —FLASHING; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD R-21 BATT INSULATION PER ENERGY REQUIREMENTS —EXTERIOR SHEATHING; RE: STRUCTURAL °-ADHERED FLASHIGN BELOW; L8' S' GYP. BD. RE: STRUCTURAL WEATHER RESISTIVE BARRIER —) SELF -ADHERED FLASHING INSTALLED PER MFR. SPECS CEMENTITIWS LAP SIDING, INSTALL PER MANUR SPECS: RE: ELEVATIONS FOR EXPOSURE CONT. BEAD OF SEALANT BETWEEN SHEATHING AND NAILING FIN MINIMAL EXPANDING FOAM; SEAL ROUGH OPENING BRAKE METAL TRIM; FINISH TO MATCH WINDOW) STOREFRONT VINYL WINDOW WITH LOW -E GLASS 4 WINDOW JAMB AT BRICK 3" = 1'-0" FLEXIBLE SELFADHEREDFLASHIER BELOW; TURN UP WALL 8' (1) LAYERS 518' GYP. BD. 2X FRAMING, RE: STRUCTURAL R-21 BATT INSULATION PER ENERGY WEATHER RESISTIVE BARRIER SELFADHERED FLASHING INSTALLED PER MFR. SPECS I-----) E CONCRETE MASONRY VENEER UNIT WITH V AIRSPACE AND WALL TIES STONE RETURN AT JAMB CONT. BEAD OF SEALANT BETWEEN SHEATHING AND NAILING FIN MINIMAL EXPANDING FOAM; SEAL ROUGH OPENING CONT. BACKER ROD AND SEALANT VINYL WINDOW WITH LOW -E GLASS 111 �� ■ PBH Anning community a rRTrB 25M WALNUT STREET DENVER, COLORADO mms xxw.bpM1enmm Z W M 5M B LL O 00 .jO F_ Lu LLI p F Q Q W Q= (n `+ /LLLJ V ! 0 1- V) OLU=U O _ W 0 > W l ' ^ V co SOF C040 B N 037 4 �SFD ARC`F. 03.25.2021 No. Mek�TSUBM�k MM mg DJV Pmgd Deeigner DMB Date 08.28.2020 kb N umber 218094 Driven By eeeeee RB JT CT xMEB DMB ne WINDOW DETAILS SnPoM milker A7-5.0 GALVANIZED METAL FLASHING; OVERLAP SEAMS 4 -AND FULLY SEAL SEAMS: COLOR TO MATCH FIELD SELFADHEREDFLASHING INSTALLED PER MFR. SPECS NO SEALANT AT THIS LOCATION CONT. BEAD OF SEALANT 2 BELLY BATT INSULATION PER ENERGY SHEATHING; RE: STRUCTURAL HERED FLASHING INSTALLED PER eC5; WRAPOVER WINDOW R RESISl1VE BARRIER: WRAP OVER 1 SEAM TAPE 12 CEMENTITOUS TRIM BEAD OF SEALANT BETWEEN HING AND NAILING FIN BACKER ROD AND SEALANT rL E%PANDING FOAM; SEAL SWISH VG WINDOW WITH LOWE GLASS BATT INSULATION PER ENERGY EXTERIOR SHEATHING; RE: STRUCTURAL CEMENTITIOUS IAP SIDING, INSTALL PER MWNUF. SPECS; RE: ELEVATIONS FOR EXPOSURE SELFADHEREDFLASHING INSTALLED PER MFR. SPECS; WRAP OVER METAL FLASHING GALVANIZED METAL FLASHING; OVERLAP SEAMS 4 -AND FULLY SEAL SEAMS; COLOR SELF -ADHERED FLASHING INSTALLED PER MFR. SPECS; WRAP OVER WINDOW FW GE NO SEALANT AT THIS LOCATION CONT. BEAD OF SEALANT WEATHER RESISTIVE BARRIER; WRAP OVER WINDOW FLANGE W.R.B.SEAMTAPE 94 x 4 CEMENTITIOUS TRIM BEAD OF SEALANT BETWEEN HING AND NAILING FIN BACKER ROD AND SEALANT IL EXPANDING FOAM: SEAL ROUGH VG NINDOW WITH LOW{ GLASS WINDOW HEAD AT 5/4x4 BELLY BAND MDF WINDOW SILL AND APRON; PAINT CONT. SEALANT VINYL WINDOW WITH LOW{ GLASS MINIMAL EXPANDING FOAM; SEAL SWISH OPENING COM. BACKER ROD AMID SEALANT 1 SELF -ADHERED FLASHING INSTALLED PER MFR. SPECS; TURN IWO WINDOW OPENING I 94 x 8 CEMENTITIOUS TRIM CONT. SEALANT R-21 BATT INSULATION PER ENERGY SHEATHING: RE: STRUCTURAL 111 �� ■ KEPHART community • planning •architecture 25M WAWUTSTREET DENVER, COLORADO 80205 xw ,mmmw' U FEMM Z W � 5 /8��1 J 00 .1O F- Lu W 0 EE 2 Q Q W EL Q= LU U) lL^u vJ 0 L U) O OW =U _ W Z _0> W �M ' ^ v M t1pF CD<O B N 037 4 n� �SFD ARC 03.25.2021 No. Date Now W2B.ID FEPAITSUBMITTK r n D mg r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driven By RB JT CT xM4B DMB rge WINDOW DETAILS Sneer Number A7-5.1 FLEXIBLE SELF -ADHERED FIASHIGN BELOW; TURN UP WALL T .(1) LAYERS WS' GYP. BD. 2X FRAMING, RE: STRUCTURAL r R 21 BATT INSULATION PER ENERGY REQUIREMENT —EXTERIORSHEATH ING, RE: STRUCTURAL 1' —WEATHER RESISTIVE BARRIER (-- - —) 111 -ADHERED FLASHING INSTALLED PER FLASHING UP JAMB MIN.6' —SELF MFR. SPECS: TURN INTO ROUGH OPENING Anning CEMENTITIOUS LAP SIDING, INSTALL PER community a rRTre —MWNUF. SPECS; RE; ELEVATIONS FOR CONT. BACKER ROD AND SEALANT EXPOSURE METAL TRIM; FINISH TO MATCH _BRAKE WINDOW/STOREFRONT ALUMINUM STOREFRONT WITH INSULATED —SHIM AS REQUIRED —CONT. BACKER ROD AND SEALANT M L— ALUMINUM STOREFRONT FRAMING WITH — LOW -E GLAZING; TEMPERAS _j00 _INSULATED REQUIRED; INSTALL PER MFR. CONTINUOUS SEALANT RECOMMENDATIONS 1 i n9 STOREFRONT WINDOW/STOREFRONT ,STOREFRONT JAMB AT BRICK TURN FLEXIBLE SELFADHERED FLASHING UP JAMB MIN. V ALUMINUM STOREFRONT WITH INSULATED LOW -E GLAZING; TEMPER AS REQUIRED; INSTALL PER MFR. SPECS CONT. SEALANT SHIM AS REQUIRED CONT. BACKER ROD AND SEALANT CONTINUOUS SEALANT BRAKE METAL TRIM; FINISH O MATCH WINDOW/STOREFRONT SELF -ADHERED FLASHING INSTALLED PER MFR. SPECS SELF ADHERED FLASHING INSTALLED PER MFR. SPECSS', WRAP INTO ROUGH OPENINT WEATHER RESISTIVE BARRIER W.RH. SEAM TAPE BRAKE METAL TRIM; FINISH TO MATCH WINDOWISTOREPRONT SHIM AS REQUIRED CONT. BACKER ROD AND SEALANT SHIM AS REQUIRED ALUMINUM STOREFRONT WITH INSULATED LOW -E GLAZING; TEMPER AS REQUIRED; INSTALL PER MFR. SPECS ILL AT PANEL SILL AT PANEL SIDING s1n FRAMING z1n a1n 1' TURN FLEXIBLE BELEAGUERED 111 ,, FLASHING UP JAMB MIN.6' PMH Anning MDF WINDOW SILL AND APRON; PAINT community a rRTre 25M WAWOT STREET DENVER, COLORADO mms xxw.bpM1enmm CONT. BACKER ROD AND SEALANT SHIM AS REQUIRED ALUMINUM STOREFRONT WITH INSULATED LOW -E GLAZING; TEMPERAS REQUIRED; M INSTALL PER MFR. SPECS M GALVANIZED METAL FLASHING _j00 C) CONTINUOUS SEALANT • I 1 BRAKE METALTRIM: FINISH TO MATCH .jO WINDOW/STOREFRONT R-21 BATT INSULATION PER ENERGY ' REQUIREMENTS F_ Lu EXTERIOR SHEATHING; RE: STRUCTURAL LLI p WEATHER RESISTNE BARRIER F SELF -ADHERED FLASHING INSTALLED PER QQ MFR. SPECS; WRAP INTO ROUGH OPENING Q= I-----) SELF -ADHERED FLASHING INSTALLED PER MFR. SPECS; WRAP OVER METAL TRIM —) /w V ! l�^ CEMENTITIOUS PANEL SIDING, INSTALL PER O AWHILE. SPECS SILL AT PANEL SIDING s1n FRAMING z1n a1n ALUMINUM STOREFRONT DOOR WITH TEMPERED GLAZING; INSTALL PER MFR SPECS ACCESSIBLE ALUMINUM THRESHOLD SET IN FULL BED OF SEALANT FULL BED OF GUNGRADE BUTYL SEALANT :RETE WALK: RE: CNIL :RETE SLAWROUNDATION: RE CTURAL IN BARRIER FLUID APPLIED WATERPROOFING :BRANE INSTALL PER MER. SPEC. ICAC DRAINAGE BOARD, INSTALL PER EXTERIOR SHEATHING; RE: STRUCTURAL R-21 BATT INSULATION PER ENERGY WEATHER RESISTIVE BARRIER REQUIREMENTS ( —) BRICK VENEER, STANDARD 3C=8'; PROVIDE EXTERIOR SHEATHING RE: STRUCTURAL WALL TIES PER MFR. SPECS CEMENTITIOUS LAP SIDING, INSTALL PER MANUF. SPECS; RE: ELEVATIONS FOR EXPOSURE 4• GALVANIZED METAL THROUGH -WALL FLASHING; OVERLAP SEAMS 0' AND FULLY SELF -ADHERED FLASHING INSTALLED PER SEAL SEAMS; COLOR O MATCH HELD MFR. SPECS; WRAP INTO ROUGH OPENING SELF -ADHERED FLASHING INSTALLED PER (— — — — —) MFR. SPECS; WRAP INTO ROUGH OPENING WEATHER RESISTIVE BARRIER; WRAPOVER (— — — — —) SELF ADHERED FLASHING W.RB.SEAMTAPE W.R B. SEAM TAPE MORTAR NET AT THROUGHWALLFLASHING SELF -ADHERED FLASHING INSTALLED PER BRICK SOLDIER, STANDARD MFR. SPECS; WRAP OVER METAL TRIM ( —) WEEPAT26'OC. LOCATIONNOSEALANTATTHIS BRAKE METALTRIM FIH O MATCH STEEL LINTEL ANGLf, RE: STRUCTURAL WINDOW/STOREFRONT 777. CONT. BACKER ROD ANO SEALANT CONT. BACKER RCD AND SEALANT SHIM AS REQUIRED SHIM AS REQUIRED ALUMINUM STOREFRONT WITH INSULATED ALUMINUM STOREFRONT WITH INSULATED LOW -E GLAZING; TEMPERAS REQUIRED; LOW -E GLAZING; TEMPER AS REQUIRED; INSTALL PER MFR. SPECS INSTALL PER MFR. SPECS TURN FLEXIBLE SELF -ADHERED I TURN FLEXIBLE SELFADHERED FLASHING DOWN JAMB MIN. V FLASHING DOWN JAMB MIN. V L_ _ L_ FOREFRONT HEAD AT SIDING3 STOREFRONT HEAD AT BRICK 1' TURN FLEXIBLE BELEAGUERED 1' TURN FLEXIBLE SELF' ADHERED FLASHING UP JAMB MIN, 6' FLASHING UP JAMB MIN, 6' MDF WINDOW SILL AND APRON; PAINT JF_ F WINDOW SILL AND APRON; PAINT CONT. BACKER ROD AND SEALANTNT. BACKER ROD AND SEALANT SHIM L REQUIRED IM AS REQUIRED ALUMINUM STOREFRONT WITH INSULATEDUMINUM STOREFRONT WITH INSULATED LOW -E GLAZING, TEMPERAS REQUIRED;W�E GLAZING; TEMPER AS REQUIRED; INSTALL PER MFR. SPECSTALL PER MFR. SPECS GALVANIZED METAL FLASHINGVANIZED METAL FLASHING CONTINUOUS SEALANTNT. BEAD OF SEALANT BRAKE METALTRIM: FINISH TO MATCHATHER RESISTIVE BARRIER WINDOW /STIX2EFRgJTR-21 BATT INSULATION PER ENERGYLFADHERED FLASHINGINSTALLED PER REQUIREMENTS FR. SPECS; WRAP INTO ROUGH WENINE milEXTERIOR SHEATHING; RE: STRUCTURALBRICK ROWLOCK SILLWEATHER RESISTNE BARRIERSLOPE TO DRAIN RAKE MORTAR BETWEEN UNITS, FILL WITH BACKER SELF -ADHERED FLASHING INSTALLED PERROD AND SEALANT MFR. SPECS; WRAP INTO ROUGH OPENING EP AT26'OCSELF-ADHERED FLASHING INSTALLED PERMFR. SPECS; WRAP OVER METAL TRIMLVANIZED METAL THROUGH -WALL SHING; OVERLAP SEAMS 0' AND FULLY CEMENTITIOUS LAP SIDING, INSTALL PERAL SEAMS; COLOR TO MATCH FIELD MANUR SPECS: RE: ELEVATIONS FOREXPOSURE 1 BATT INSULATION PER ENERGY QUIREMENTS TERIOR SHEATHING; RE: STRUCTURAL IRSPACE SILL AT SIDING s1m r R MING z1m atm 111 ,, ■ PMH Anning community a rRTre 25M WAWOT STREET DENVER, COLORADO mms xxw.bpM1enmm Z W M M _j00 C) • I 1 .jO ' F_ Lu LLI p F I QQ - Q= (n `+ ) /w V ! l�^ O OIV1l1 =U W _ W 0 > 2 — l ' ^ V M SOF CO4O J N 037 4 �SFD ARC`F. Y No. Me Issue e PERMIT II ,„III -IIIc - mg DJV r a ALUMINUM STOREFRONT DOOR WITH TEMPERED GLAZING; INSTALL PER MFR SPECS ACCESSIBLE ALUMINUM THRESHOLD SET IN FULL BED OF SEALANT FULL BED OF GUNGRADE BUTYL SEALANT :RETE WALK: RE: CNIL :RETE SLAWROUNDATION: RE CTURAL IN BARRIER FLUID APPLIED WATERPROOFING :BRANE INSTALL PER MER. SPEC. ICAC DRAINAGE BOARD, INSTALL PER EXTERIOR SHEATHING; RE: STRUCTURAL R-21 BATT INSULATION PER ENERGY WEATHER RESISTIVE BARRIER REQUIREMENTS ( —) BRICK VENEER, STANDARD 3C=8'; PROVIDE EXTERIOR SHEATHING RE: STRUCTURAL WALL TIES PER MFR. SPECS CEMENTITIOUS LAP SIDING, INSTALL PER MANUF. SPECS; RE: ELEVATIONS FOR EXPOSURE 4• GALVANIZED METAL THROUGH -WALL FLASHING; OVERLAP SEAMS 0' AND FULLY SELF -ADHERED FLASHING INSTALLED PER SEAL SEAMS; COLOR O MATCH HELD MFR. SPECS; WRAP INTO ROUGH OPENING SELF -ADHERED FLASHING INSTALLED PER (— — — — —) MFR. SPECS; WRAP INTO ROUGH OPENING WEATHER RESISTIVE BARRIER; WRAPOVER (— — — — —) SELF ADHERED FLASHING W.RB.SEAMTAPE W.R B. SEAM TAPE MORTAR NET AT THROUGHWALLFLASHING SELF -ADHERED FLASHING INSTALLED PER BRICK SOLDIER, STANDARD MFR. SPECS; WRAP OVER METAL TRIM ( —) WEEPAT26'OC. LOCATIONNOSEALANTATTHIS BRAKE METALTRIM FIH O MATCH STEEL LINTEL ANGLf, RE: STRUCTURAL WINDOW/STOREFRONT 777. CONT. BACKER ROD ANO SEALANT CONT. BACKER RCD AND SEALANT SHIM AS REQUIRED SHIM AS REQUIRED ALUMINUM STOREFRONT WITH INSULATED ALUMINUM STOREFRONT WITH INSULATED LOW -E GLAZING; TEMPERAS REQUIRED; LOW -E GLAZING; TEMPER AS REQUIRED; INSTALL PER MFR. SPECS INSTALL PER MFR. SPECS TURN FLEXIBLE SELF -ADHERED I TURN FLEXIBLE SELFADHERED FLASHING DOWN JAMB MIN. V FLASHING DOWN JAMB MIN. V L_ _ L_ FOREFRONT HEAD AT SIDING3 STOREFRONT HEAD AT BRICK 1' TURN FLEXIBLE BELEAGUERED 1' TURN FLEXIBLE SELF' ADHERED FLASHING UP JAMB MIN, 6' FLASHING UP JAMB MIN, 6' MDF WINDOW SILL AND APRON; PAINT JF_ F WINDOW SILL AND APRON; PAINT CONT. BACKER ROD AND SEALANTNT. BACKER ROD AND SEALANT SHIM L REQUIRED IM AS REQUIRED ALUMINUM STOREFRONT WITH INSULATEDUMINUM STOREFRONT WITH INSULATED LOW -E GLAZING, TEMPERAS REQUIRED;W�E GLAZING; TEMPER AS REQUIRED; INSTALL PER MFR. SPECSTALL PER MFR. SPECS GALVANIZED METAL FLASHINGVANIZED METAL FLASHING CONTINUOUS SEALANTNT. BEAD OF SEALANT BRAKE METALTRIM: FINISH TO MATCHATHER RESISTIVE BARRIER WINDOW /STIX2EFRgJTR-21 BATT INSULATION PER ENERGYLFADHERED FLASHINGINSTALLED PER REQUIREMENTS FR. SPECS; WRAP INTO ROUGH WENINE milEXTERIOR SHEATHING; RE: STRUCTURALBRICK ROWLOCK SILLWEATHER RESISTNE BARRIERSLOPE TO DRAIN RAKE MORTAR BETWEEN UNITS, FILL WITH BACKER SELF -ADHERED FLASHING INSTALLED PERROD AND SEALANT MFR. SPECS; WRAP INTO ROUGH OPENING EP AT26'OCSELF-ADHERED FLASHING INSTALLED PERMFR. SPECS; WRAP OVER METAL TRIMLVANIZED METAL THROUGH -WALL SHING; OVERLAP SEAMS 0' AND FULLY CEMENTITIOUS LAP SIDING, INSTALL PERAL SEAMS; COLOR TO MATCH FIELD MANUR SPECS: RE: ELEVATIONS FOREXPOSURE 1 BATT INSULATION PER ENERGY QUIREMENTS TERIOR SHEATHING; RE: STRUCTURAL IRSPACE SILL AT SIDING s1m r R MING z1m atm ALUMINUM STOREFRONT WITH INSULATED LOW -E GLAZING; TEMPER AS REQUIRED; INSTALL PER MFR. SPECS SHIM AS REQUIRED ALUMINUM SILL PAN SET IN SEALANT; NO FASTENERS THROUGH SILL TO ATTACHED PAN: ONLY ATTACH PAN AT WALL CONT. SACKER ROD AND SEALANT FULL BED OF GUN -GRADE BUM SEALANT RE: CIVIL OUNDATION: RE: T. FLUID APPLIED WATERPROOFING EBRANE INSTALL PER MFR. SPEC. 'ICAL DRAINAGE BOARD, INSTALL PI SPEC -S STOREFRONT SILL AT BRICK ALUMINUM STOREFRONT WITH INSULATED LOW -E GLAZING TEMPER AS REQUIRED; INSTALL PER MFR. SPECS SHIM AS REQUIRED ALUMINUM SILL PAN SET IN SEALANT: NO FASTENERS THROUGH SILL TO ATTACHED PAN: ONLY ATTACH PAN AT WALL FULL BED OF GUN -GRADE BUM SEALANT CONT. BACKER ROD AND SEALANT RE: FINISH GRADE; RE: CIVIL CONT. FLUID APPLIED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC. (_-----_) VERTICAL -DRAINAGE BOARD, INSTALL PER 111 ,, ■ PMH Anning community a rRTre 25M WAWOT STREET DENVER, COLORADO mms xxw.bpM1enmm Z W M M _j00 C) • I 1 .jO ' F_ Lu LLI p F I QQ - ALUMINUM STOREFRONT WITH INSULATED LOW -E GLAZING; TEMPER AS REQUIRED; INSTALL PER MFR. SPECS SHIM AS REQUIRED ALUMINUM SILL PAN SET IN SEALANT; NO FASTENERS THROUGH SILL TO ATTACHED PAN: ONLY ATTACH PAN AT WALL CONT. SACKER ROD AND SEALANT FULL BED OF GUN -GRADE BUM SEALANT RE: CIVIL OUNDATION: RE: T. FLUID APPLIED WATERPROOFING EBRANE INSTALL PER MFR. SPEC. 'ICAL DRAINAGE BOARD, INSTALL PI SPEC -S STOREFRONT SILL AT BRICK ALUMINUM STOREFRONT WITH INSULATED LOW -E GLAZING TEMPER AS REQUIRED; INSTALL PER MFR. SPECS SHIM AS REQUIRED ALUMINUM SILL PAN SET IN SEALANT: NO FASTENERS THROUGH SILL TO ATTACHED PAN: ONLY ATTACH PAN AT WALL FULL BED OF GUN -GRADE BUM SEALANT CONT. BACKER ROD AND SEALANT RE: FINISH GRADE; RE: CIVIL CONT. FLUID APPLIED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC. (_-----_) VERTICAL -DRAINAGE BOARD, INSTALL PER 111 ,, ■ PMH Anning community a rRTre 25M WAWOT STREET DENVER, COLORADO mms xxw.bpM1enmm Z W M M _j00 C) .jO F_ Lu LLI p F QQ W Q= (n `+ ) /w V ! l�^ O OIV1l1 =U W _ W 0 > W � l ' ^ V M SOF CO4O J N 037 4 �SFD ARC`F. 03.25.2021 No. Me Issue e PERMIT mg DJV Pmgd Oeeigner DMB Date 08.28.2020 Job Number 218094 Driven By RB JT CT CIIxME By DMB Tide STOREFRONT DETAILS Snrru m I er A7-5.2 VENEER, STANDARD 318"; PROVIDE TIES PER MFR. SPECS HER RESISTIVE BARRIER W NET AT THROUGH -WALL FLASHING AT24.O.C. RE: STRUCTURAL P AT24" O C CONT. BEAD OF SEALANT RE -STRUCTURAL GALVANISED METAL THROUGH WALL FLASHING OVERLAP SEAMS 4 -AND FULLY SEAL SEAMS' COLOR TO MATCH FIELD COM. BACKER ROD AND SEALINT SHIMASREWIRED ALUMINUM STOREFRONT WIT -1 INSULATED LOW -E GLA➢NG; TEMPER AS REQUIRED: INSTALL PER MFR. SPECS TURN FLEXIBLE SELF -ADHERED L_ FIASHING DOWN JAMB MIN. G A' HEAD I I I I I ALUMINUM STOREFRONT; TEMPER AS RE'UIRED; INSTALL PER MFR. SPECS SHIM AS REQUIRED CONT. BACKER ROD AND SEALANT CONCRETE SLAB FOUNDATION; RE: 111 �� ■ KEPHART community • planning •arahilaolurs 25M WALNUT STREET DENVER, COLORADO Arms .... ,mmnmm U) Z W M M -100 0 .jO F- w LU p F W^ a.Q Q=> LUQ w v / F- V) OO =U w 2 W 0> W �ci ' ^ V M N� L.L SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Me IBaue PERMIT My DJV Pmgd Designer DMB b 08.28.2020 Job Number 218094 Drinei By RB JT CT CDxME By DMB De STOREFRONT DETAILS U�eerN,mher A7-5.3 UNIT BALCONY DOOR; RE; DOOR SCHEDULE UNIT FLOORICEILING ASSEMBLY; RE: ASSEMBLIES ENDURA ALUMINUM THRESHOLD BET IN BED OFGURGRAG BUTYL SEALANT METAL PAN FLASHING W" END DAMS, SET IN` ED OF SEALANT CEMENTITIOUS TRIM: CUT TO FIT COM. BACKER ROD AND SEALANT WEATHER RESISTIVE BARRIER BEHIND r — — LEDGER BOARD I - - F DRAINAGE MAT GALVANIZED METAL FLASHING, OVERLAP ANDFULLY SEAL SEAMS CONT. FLUID APPLIED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC.: TURN INTO DOOR OPENING � NORMAL WEIGHT CONCRETE TOPPING; MIN. ®i IIF/I 1IIIIIimlll III----------------- DOOR THRESHOLD AT UPPER FLOORS LCONY DOOR; RE; DOOR SCHEDULE ABLE ALUMINUM THRESHOLD SET IN GUNGRADEBUTYL SEALANT :TE FOUNDATION. RE: STRUCTURAL HEAD AT SIDI PER ENERGY RE: STRUCTURAL EXPOSURE WEATHER RESISTIVE BARRIER; WRAP OVER SELF'SDHERED FLASHING SELF ADHERED FLASHING INSTALLED PER MFR. SPECS: WRAP OVER METAL TRIM SELF ADHERED FLASHING INSTALLED PER MFR. SPECS; WRAP INTO ROUGH OPENING ! —1 SEALANT AT THIS LOCATION \KE METAL TRIM; FINISH TO MATCH IDOW I STOREFROW VT. BACKER ROD AND SEALANT IS. SEAM TAPE BENTITIOUS BRICKMOLD. PREFINISHE TO MATCH ADJ TRIM -MANUFACTURED DOOR FRAME; REt M SCHEDULE MRIOR DOOR: RE: DOOR SCHEDULE r.\ BALCONY DOOR THRESHOLD AT DRIP THROUGH T UNIT BALCONY DOOR; RE: DOOR SCHEDULE ENDURA ALUMINUM THRESHOLD SET IN BED OF GUN -GRADE BUTYL SEAIAM METAL PAN FLASHING WITH END DAMS, SET IN BED OF SEALANT; TURN DOWN TO CONCEAL BLOCKING 2x PRESSURE TREATED WOW BLOCKING; CUT TO FIT CONCRETE FOUNDATION. RE: STRUCTURAL 111 ,, ■ KEPHART community • planning •architecture 25M WAWOT STREET DENVER, COLORADO PoMS xxw.bpM1enmm U) Z W i M M a-0 0 c .jO P Lu SLOPE p F Q Q W Q= (n t /LLLJ V !I- 0 U) OO =U LU 4 _ W A � > W LL r 411 ' ^ V M S t.• J N 037 4 �SFD ARC`F. 03.25.2021 No. Datak�TSUBM�k MM .9 jr mg • DJV x DMB .2020 kb r 18094 Dromi By a.• T CT DMB DOOR DETAILS Sneer Nemoer A71l 4 — II a HEAD AT SIDI PER ENERGY RE: STRUCTURAL EXPOSURE WEATHER RESISTIVE BARRIER; WRAP OVER SELF'SDHERED FLASHING SELF ADHERED FLASHING INSTALLED PER MFR. SPECS: WRAP OVER METAL TRIM SELF ADHERED FLASHING INSTALLED PER MFR. SPECS; WRAP INTO ROUGH OPENING ! —1 SEALANT AT THIS LOCATION \KE METAL TRIM; FINISH TO MATCH IDOW I STOREFROW VT. BACKER ROD AND SEALANT IS. SEAM TAPE BENTITIOUS BRICKMOLD. PREFINISHE TO MATCH ADJ TRIM -MANUFACTURED DOOR FRAME; REt M SCHEDULE MRIOR DOOR: RE: DOOR SCHEDULE r.\ BALCONY DOOR THRESHOLD AT DRIP THROUGH T UNIT BALCONY DOOR; RE: DOOR SCHEDULE ENDURA ALUMINUM THRESHOLD SET IN BED OF GUN -GRADE BUTYL SEAIAM METAL PAN FLASHING WITH END DAMS, SET IN BED OF SEALANT; TURN DOWN TO CONCEAL BLOCKING 2x PRESSURE TREATED WOW BLOCKING; CUT TO FIT CONCRETE FOUNDATION. RE: STRUCTURAL HM 3' __ JAMB AT SIDING HM 3' __ AT SIDI HEAD AT 71 111 ,, ■ KEPHART community • planning •architecture 25M WAWOT STREET DENVER, COLORADO PoMS xxw.bpM1enmm U) Z W i M M a-0 0 .jO P Lu SLOPE p F Q Q W Q= (n `+ /LLLJ V !I- 0 U) OO =U LU _ W A 0 > W LL 411 ' ^ V M SOF CO4O J N 037 4 �SFD ARC`F. 03.25.2021 No. Datak�TSUBM�k MM .9 jr mg • DJV x DMB .2020 kb r 18094 Dromi By a.• T CT HM 3' __ JAMB AT SIDING HM 3' __ AT SIDI HEAD AT 71 111 ,, ■ KEPHART community • planning •architecture 25M WAWOT STREET DENVER, COLORADO PoMS xxw.bpM1enmm U) Z W i M M a-0 0 .jO P Lu W p F Q Q W Q= (n `+ /LLLJ V !I- 0 U) OO =U LU _ W 0 > W LL Mr ' ^ V M SOF CO4O J N 037 4 �SFD ARC`F. 03.25.2021 No. Datak�TSUBM�k MM mg • DJV x DMB .2020 kb r 18094 Dromi By a.• T CT DMB DOOR DETAILS Sneer Nemoer A71l 4 — II a — III '"• "I)'•• '-I — E RIOR SHEATHING; RE: STRUCTURAL CEMENTIIIOUS LAP SIDING, INSTALL PER MWNUR SPECS; RE: ELEVATIONS FOR EXPOSURE WEATHER RESISTIVE BARRIER; WRAP OVER SELF-SDHERED FLASHING —) 1 SELF -ADHERED FLASHING INSTALLED PER MFR. SPEC ; WRAP INTO ROUGH OPENING —) STARTER STRIP; CAPS AT 18" OZ. FOR DRAINAGE; INSTALL 1I2" UP FROM BOTTOM OFSIDING.TYP. NO SEALANT AT THIS LOCATION BRAKE METAL TRIM; FINISH TO MATCH WINDOW/STOREFRONT CONTINUOUSSEALANT W.R.B.SEAMTAPE HOLLOW METAL DOOR AND FRAME; RE: SHEATHING: RE: STRUCTURAL BRICK SOLDIER. STANDARD W.RB.SEAMTAPE MORTAR NET AT THROUGH -WALL FLASHING SELF -ADHERED FLASHING INSTALLED PER MFR. SPEC ; WRAP INTO ROUGH OPENING WEEPAT26OC. STEEL LINTEL ANGLE. RE: STRUCTURAL RE: RE: CIVIL OUNDATION: RE: VERTICAL DRAINAGE BOARD. INSTALL PER 111 ,, ■ KEPHART community • planning •architecture 25M WAWOT STREET DENVER, COLORADO PoMS xxw.bpM1enmm U) Z W M M a-0 0 .jO P Lu W p F Q Q W Q= (n `+ /LLLJ V !I- 0 U) OO =U LU _ W 0 > W LL Mr ' ^ V M SOF CO4O J N 037 4 �SFD ARC`F. 03.25.2021 No. Datak�TSUBM�k MM mg DJV DMB .2020 kb r 18094 Dromi By T CT DMB DOOR DETAILS Sneer Nemoer A71l CPENINGAT CORRIDOR WALLTO ALLOW PER REQUIRED DOOR PUSH CLEARANCE FILL AIRSPACE WITH INSUTAIION GYP. BD. ON STEEL STUD FRAMING ATTACHED TO PRE -CAST PANEL; INSIDE FACE OF GYP. BD. SHALL ALIGN WITH 2• AIRSPACE; FIELD VERIFY B• r s1rz• GARGE 6 HM DOOR 3"' 11.0, GARGE I EXTERIOR SHEATHING: RE: STRUCTURAL 4 TURN SELF -ADHERED FLASHING community • planning aarchitecture 25M WAWUTSTREET DENVER, COLORADO PoMS xxw.'mN�vnmm WEATHER RESISTIVE BARRIER; WRAP OVER EMENTS UP JAM MIN. 8" I ST CONCRETE WALL; RE: W ' M (— - - —) URAL M -100 0 CE&ENTITIOUS LAP SIDING, INSTALL PER ACOUSTICAL SOUND MAT .jO MANOR SPECS: RE'. ELEVATIONS FOR a P ISOLATION STRIP PER MANUF. SPEC. EXPOSURE P w w 0 SELF -ADHERED FLASHING INSTALLED PER BARRIER -- THRESHOLDCHGWN AS SOLID NATION) SPECS; MAINTAIN ACCESSIBLE 8 t SHALL EANCHO ED TO ¢ l�^ ° THERSHCLO INTERIOR & EXTERIOR MCORRIIDORAST tE BELOW; At _ BELOW, € o FLOORSPM GARAGJ AND HAVE 1 RMFLOO SELFADHERED FLASHING INSTALLED PER iR 5I0' TYPE "%' GYP. BD. HEIGHT TOFLOI2'MAX. HEIGHT FROM FLOORTO FLOOR 00 > W LL IN BED OF SEALANT � Mr ' ^ V -- M SELFADHEREDFLASHING INSTALLED PER STARTER STRIP: GAPS AT IV OC. FOR SOF C040 OF TAIRSPACE BELOW WI E%PASIONT� IL N w DRAINAGE; INSTALL VT' UP FROM BOTTOM 037 4 �SFD ARC`F. 03.25.2021 No. Data AND PROVIDE END DAM W28.ID FEPAITSUBMITTK —GALVANRED OF SIDING, NP. r METAL FLASHING; OVERLAP in CPENINGAT CORRIDOR WALLTO ALLOW PER REQUIRED DOOR PUSH CLEARANCE FILL AIRSPACE WITH INSUTAIION GYP. BD. ON STEEL STUD FRAMING ATTACHED TO PRE -CAST PANEL; INSIDE FACE OF GYP. BD. SHALL ALIGN WITH 2• AIRSPACE; FIELD VERIFY B• r s1rz• GARGE 6 HM DOOR 3"' 11.0, GARGE WALL CORRIDOR AGE TO APART CORRIDOR HOLLOW METAL DOOR; RE: DOOR SCHEDULE METAL PAN FLASHING WITH END DAMS, SEF IN BED OF SEALANT STEEL PLATE TO SPAN AIRSPACE: SET IN SEALANT. ATTACH TO PRE -CAST PANEL COMPRESSIBLE EXPANSION JOINT, WIDTH & INSTALLATION PER MFR WRITTEN INSTRUCTIONS KING AS REO'D CORRIDOR FLOORICEILING ASSEMBLYI RE: ASSEMBLIES ee 0 r1 ZVI GARAGE GARGE CORRIDOR I 2'AIRSPACE BEYONDI I SII I � I HOLLOW METAL DOOR; RE: DOOR SCHEDULE _ METAL PAN FLASHING WITH END DAMS, SET IN BED OF SEALANT STEEL PLATE TO SPAN AIRSPACE; SET IN — — — r — — — — — — SEALANT, ATTACH TO PRECASTPANEL COMPRESSIBLE EXPANSION JOINT, WIDTH& INSTALLATION PER MFR WRITTEN ----- _ INSTRUCTIONS CONCRETE FOUNDATION. RE STRUCTURAL ry 11 4 e' 4 r 11•. ' ,,'B',iHRESHoin . CORRIDOR BACKER RCD AND SEALANT kL EXPANDING FOAM; SEAL ROUGH VG G GLASS DOOR: INSTALL PER MFR. 3D HEAD AT SIDING miffli EXTERIOR SHEATHING: RE: STRUCTURAL TT INSULATION PER ENERGY TURN SELF -ADHERED FLASHING community • planning aarchitecture 25M WAWUTSTREET DENVER, COLORADO PoMS xxw.'mN�vnmm WEATHER RESISTIVE BARRIER; WRAP OVER EMENTS UP JAM MIN. 8" SELF-SDHERED FLASHING ST CONCRETE WALL; RE: W M (— - - —) URAL M -100 0 CE&ENTITIOUS LAP SIDING, INSTALL PER ACOUSTICAL SOUND MAT .jO MANOR SPECS: RE'. ELEVATIONS FOR FIND ISOLATION STRIP PER MANUF. SPEC. EXPOSURE P w w 0 SELF -ADHERED FLASHING INSTALLED PER BARRIER MFR. SPECS; WRAP OVER METAL TRIM E - RE: STRUCTURAL SPECS; MAINTAIN ACCESSIBLE lw^ V! D l�^ (— ) THERSHCLO INTERIOR & EXTERIOR V! OOw =U SELFADHERED FLASHING INSTALLED PER iR 5I0' TYPE "%' GYP. BD. 00 > W LL IN BED OF SEALANT MFR. SPECS; WRAP INTO ROUGH OPENING Mr ' ^ V M SELFADHEREDFLASHING INSTALLED PER STARTER STRIP: GAPS AT IV OC. FOR SOF C040 J MFR. SPECS; TURN IMO DOOR OPENING N F--- DRAINAGE; INSTALL VT' UP FROM BOTTOM 037 4 �SFD ARC`F. 03.25.2021 No. Data AND PROVIDE END DAM W28.ID FEPAITSUBMITTK —GALVANRED OF SIDING, NP. r METAL FLASHING; OVERLAP in NO SEALANT AT THIS LOCATION SEAMS 4AND FULLY SEAL SEAMS: COLOR �n D IIIF/'2x12 TO MATCH FIELD NH DJV Pmgd Designer DMB COMPOST DECKING ON DECK JOIST PER ILII 08.28.2020 �BRAKEMETALTRM;FINISHTOMATCH WALL CORRIDOR AGE TO APART CORRIDOR HOLLOW METAL DOOR; RE: DOOR SCHEDULE METAL PAN FLASHING WITH END DAMS, SEF IN BED OF SEALANT STEEL PLATE TO SPAN AIRSPACE: SET IN SEALANT. ATTACH TO PRE -CAST PANEL COMPRESSIBLE EXPANSION JOINT, WIDTH & INSTALLATION PER MFR WRITTEN INSTRUCTIONS KING AS REO'D CORRIDOR FLOORICEILING ASSEMBLYI RE: ASSEMBLIES ee 0 r1 ZVI GARAGE GARGE CORRIDOR I 2'AIRSPACE BEYONDI I SII I � I HOLLOW METAL DOOR; RE: DOOR SCHEDULE _ METAL PAN FLASHING WITH END DAMS, SET IN BED OF SEALANT STEEL PLATE TO SPAN AIRSPACE; SET IN — — — r — — — — — — SEALANT, ATTACH TO PRECASTPANEL COMPRESSIBLE EXPANSION JOINT, WIDTH& INSTALLATION PER MFR WRITTEN ----- _ INSTRUCTIONS CONCRETE FOUNDATION. RE STRUCTURAL ry 11 4 e' 4 r 11•. ' ,,'B',iHRESHoin . CORRIDOR BACKER RCD AND SEALANT kL EXPANDING FOAM; SEAL ROUGH VG G GLASS DOOR: INSTALL PER MFR. 3D HEAD AT SIDING miffli AT ROOF DECK KEPHART TURN SELF -ADHERED FLASHING community • planning aarchitecture 25M WAWUTSTREET DENVER, COLORADO PoMS xxw.'mN�vnmm U) UP JAM MIN. 8" Z W M 1114" GYP -CRETE TOPPING ON IMT M -100 0 ACOUSTICAL SOUND MAT .jO ISOLATION STRIP PER MANUF. SPEC. P w w 0 SLIDING GLASS DOOR; INSTALL PER MFR. F W a.Q Q= SPECS; MAINTAIN ACCESSIBLE lw^ V! D l�^ THERSHCLO INTERIOR & EXTERIOR V! OOw =U METAL PAN FLASHING WITH END DAMS. SET w 00 > W LL IN BED OF SEALANT Mr ' ^ V M SELFADHEREDFLASHING INSTALLED PER SOF C040 J MFR. SPECS; TURN IMO DOOR OPENING N F--- 037 4 �SFD ARC`F. 03.25.2021 No. Data AND PROVIDE END DAM W28.ID FEPAITSUBMITTK —GALVANRED r METAL FLASHING; OVERLAP in SEAMS 4AND FULLY SEAL SEAMS: COLOR �n D IIIF/'2x12 TO MATCH FIELD NH DJV Pmgd Designer DMB COMPOST DECKING ON DECK JOIST PER ______ 08.28.2020 Job Number 218094 Driveri By Al xM4B ______ __TU Tore DOOR DETAILS 3neel N:moer WOOD LEDGER; RE: STRUCTURAL AT ROOF DECK KEPHART community • planning aarchitecture 25M WAWUTSTREET DENVER, COLORADO PoMS xxw.'mN�vnmm U) Z W M M -100 0 .jO P w w 0 F W a.Q Q= LUQ lw^ V! D l�^ V! OOw =U _ w 00 > W LL Mr ' ^ V M SOF C040 J N 037 4 �SFD ARC`F. 03.25.2021 No. Data Issue W28.ID FEPAITSUBMITTK r in �n D NH DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driveri By REI JT CT xM4B DMB Tore DOOR DETAILS 3neel N:moer A7=6a1 UNIT HM DOOR JAMB AT SHAFTLINER 312' 4" 512' DOUBLE EGRESS DOOR JAMB AT EXT. WALL 312' 4" 3 t2' (2) LAYERS V GYP. SHN'TUNER PER ASSEMBLY V GYP. MILLER AT JAMB AND HEAD HEADER -RE: STRUCTURAL (1) LAYER 518' TYPE '%' GYP. BD. CONT. SEALANT DOUBLE EGRESS DOOR AND FRAME; RE: DOOR SCHEDULE: PROVIDE FIRE SAFING AR RFOI METAL Cl ATTACHMENT DOUBLE EGRESS DOOR HEAD AT FIRE WALL J3,1 - T_0" LONG FOUNDATION WALL, RE: STRUCT ,, ■ KEPHART (1) LAYER SAY TYPE "X' GYP. BD. 25M WALNUT STREET DENVER, COLORADO BUMS ......mBr�nmm U FEMM 1' GTP. FILLERAT JAMB Z (2) LAYERS 1' GYP. SHAFTLINER PER WCell ASSEMBLY METALCSTUDAFTACHIrENT11 5 DOUBLE EGRESS DOM AND FME; RE: w �DOORSCHEDULE;PROVIDEFIRESAFING EGRESS DOOR JAMB AT FDN WALL 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO BUMS ......mBr�nmm U FEMM Z WCell � 5 /8��1 J 00 .1O F- Lu w EE 2 Q Q Lij IL LU U) lLU vJ L U) OOw =U _ W > W �M ' ^ v M It I..L tlOF CO<O U N 037 4 n� �SFD ARC 03.25.2021 No. Data Now 0828.ID FEPAITSUBMRTAL Y r n D mg r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Drown By RB JT CT xMEB DMB TmB DOOR DETAILS Sneer Number A7=6m2 A2/A2a BALCONY - D A2/A2a BALCONY - C 12'-2- 51.5. 8'-S• A2/A2a BALCONY - B 12'-2- 51-11F 2' 2• 5'-1m 6-10' 4 1 14 14 I lb A2/A2a BALCONY - A KEYPLAN - UNIT A2 PLAN 5.10 Jaz d R n -x. E-1 Al BALCONY - N 1z-112• Al BALCONY - M 12-1112- Al BALCONY - L 12'-2- 9-0. 2' 2•9-0" Yb" 6• 8 W1 -ib q� • E-16 S r m m a $ WH R Al BALCONY - K Al BALCONY - J I v Al BALCONY - I ?-(E 1 2 1z -r S10 LP E-0 DESCRIPTION 9-0• 2'-10' 6 56 9•-0• � 0^ W42 Erb 56 FZ� E 6" CONCRETEWALL RE'. STRUCT [No Slope] WH E-1 E3 m [No Slope] W4X Y 6 CMU WALL W-05 41 1 { E-1 ry EXTERIORWALL-2W WE -ib 4 q WE -1c FIFE q WE -2 E-1 EXTERIORWALL-2x6 W/ GWB ON BOTH SIDES WE3 m FIFE a WE3b 1 -HR EXTERIORWALLDENSING-2D& WE3c 1 -HR EMERIORWPILDEMISING-22x8 WE -0 R PARAPET 26 WEa 1 -HR $ WH 1 -HR GENERICWALL WI -la 1 -HR UNIT DEMISING FIRE PARTITION (2) 20 WI -1b 1 H UNITDEMISING FIREPARTITIGN (2)2x5 WI -2B 112 HR CORRIDOR FIRE PARTITION 2x6 WI -2b 4 CORRIDOR FIRE PARTITION MWITH RC ss 2 H 4 4 2 H 9 a 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WH 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTHNERSWDFRAMING WI4a 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFTLINERSWDFRAMING WI4b WH EXIT ENCLOSURE FIRE BARRIER- SHAFTLINERSWDFRAMING R 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SH)FTLINERW hWO FRAMING ON ONE SIDE WI3b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE WI -So 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH SIDE WW 2 -HR SHAFT ENCLOSURE. W PRE -CAST WI -7 2 -HR SHAFT ENCLOSURE. 2x WD STUD R GWB ON EACH SIDE WI3 Ea FIREWALL-B•PRECASTCONCRETE WIAa 1 -HR EXTERICRW5LL-2x6 W19 2 -HR FIREWALL - SHAFTLINER(ONLY) E-3 2 -HR FIREWALL -(2) 2x( WD WALL ONLY) WI{2c ' E1 SHAFT ENCLOSURE- r CONCRETE, RE: STRUCT WI -10 NR 6"PRECAST WNia 1 -HR I v Al BALCONY - I ?-(E 1 2 1z -r S10 LP E-0 DESCRIPTION 9-0• 2'-10' 6 56 WI -1b N � NC W42 Erb CONCRETE PATIO AT FOUNDATION No Sloe WH E-1 E Al BALCONY - D 1z• -z• 1r -r 8'-0" 2'd' 8" SRO 2'4" 8' SB 5.6 ..,0 E-lb� WI -1b Y E�1brEl bI aWH I%- < E-3 m :..: 'I\ nmu Al BALCONY - H 2'ra IE 1z -r S10 LP E-0 DESCRIPTION 9-0• 2'-10' 6 56 7y" E1 0 NC W42 WE -1 CONCRETE PATIO AT FOUNDATION E -1b Y 6" CONCRETEWALL RE'. STRUCT [No Slope] WH E-1 E3 m [No Slope] W4X Y 6 CMU WALL W-05 2 -HR { E-1 ry EXTERIORWALL-2W Al BALCONY - G 12'9• Al BALCONY - F 9w• r91W 7 1z -r 58 ]18 DESCRIPTION 9-0• 2'-10' 6 56 7y" E - NORMALIUSSES CIXJCRETE TOPPING OVER WOOD TRUSSES W42 2 -HR CONCRETE PATIO AT FOUNDATION E -1b Y 6" CONCRETEWALL RE'. STRUCT [No Slope] WH E-1 w 12"CONCRETEWALLRE:STRUCT W4X Y 6 CMU WALL I Al BALCONY - E Al BALCONY - C Al BALCONY - B 1z -r 12 2" DESCRIPTION 9-0• 2'-10' 6 56 7y" 2 -HR NORMALIUSSES CIXJCRETE TOPPING OVER WOOD TRUSSES W42 2 -HR CONCRETE PATIO AT FOUNDATION PI Y 6" CONCRETEWALL RE'. STRUCT PI NR 12"CONCRETEWALLRE:STRUCT W4X Y 6 CMU WALL W-05 2 -HR { EAU• ry EXTERIORWALL-2W WE -ib 1 -HR q WE -1c FIFE q WE -2 FIFE EXTERIORWALL-2x6 W/ GWB ON BOTH SIDES WE3a FIFE a WE3b 1 -HR EXTERIORWALLDENSING-2D& WE3c 1 -HR EMERIORWPILDEMISING-22x8 WE -0 R PARAPET 26 WEa 1 -HR $ WH 1 -HR GENERICWALL WI -la 1 -HR UNIT DEMISING FIRE PARTITION (2) 20 WI -1b 1 H UNITDEMISING FIREPARTITIGN (2)2x5 WI -2B 112 HR CORRIDOR FIRE PARTITION 2x6 WI -2b 112 HR CORRIDOR FIRE PARTITION MWITH RC ss 2 H ri 10 2 H EXITENCLOSURE, FIRE BARRIER-SHAFTHNERSWDFRAMING Al BALCONY - B Al BALCONY -A KEYPLAN - UNIT Al PLAN UNIT BALCONY LEGEND 1z -r UNIT DEMISING LINE DESCRIPTION 9-0• E 2•-0110. 7y" Al BALCONY -A KEYPLAN - UNIT Al PLAN UNIT BALCONY LEGEND MARK UNIT DEMISING LINE DESCRIPTION DRIP THROUGH COMPOSITE DECKING ON WOOD JOISTS E SHAFT ENCLOSURE- r CONCRETE, RE: STRUCT W -011b 2 -HR NORMALIUSSES CIXJCRETE TOPPING OVER WOOD TRUSSES W42 2 -HR CONCRETE PATIO AT FOUNDATION PI Y 6" CONCRETEWALL RE'. STRUCT PI NR 12"CONCRETEWALLRE:STRUCT W4X E1 6 CMU WALL W-05 2 -HR FIRE BARRIER, r CMU WALL WE -la 1 -HR EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-26 WE -1c FIFE q WE -2 FIFE EXTERIORWALL-2x6 W/ GWB ON BOTH SIDES WE3a FIFE EXTERIOR WALL- 2 2rA WE3b 1 -HR EXTERIORWALLDENSING-2D& WE3c 1 -HR EMERIORWPILDEMISING-22x8 WE -0 NR PARAPET 26 WEa 1 -HR EXTERIORSSMCKEBARRIER-2z8 WEEa 1 -HR GENERICWALL WI -la 1 -HR UNIT DEMISING FIRE PARTITION (2) 20 WI -1b 1 H UNITDEMISING FIREPARTITIGN (2)2x5 WI -2B 112 HR CORRIDOR FIRE PARTITION 2x6 WI -2b 112 HR CORRIDOR FIRE PARTITION MWITH RC ss 2 H EXTENCLOSURE FIRE BARRIER SHAFTLINERSWDFRAMING 10 2 H EXITENCLOSURE, FIRE BARRIER-SHAFTHNERSWDFRAMING WI -3b 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WH 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTHNERSWDFRAMING WI4a 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFTLINERSWDFRAMING WI4b 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFTLINERSWDFRAMING WLY 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SH)FTLINERW hWO FRAMING ON ONE SIDE WI3b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE WI -So 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH SIDE WW 2 -HR SHAFT ENCLOSURE. W PRE -CAST WI -7 2 -HR SHAFT ENCLOSURE. 2x WD STUD R GWB ON EACH SIDE WI3 Ea FIREWALL-B•PRECASTCONCRETE WIAa Al BALCONY -A KEYPLAN - UNIT Al PLAN UNIT BALCONY LEGEND MARK UNIT DEMISING LINE DESCRIPTION DRIP THROUGH COMPOSITE DECKING ON WOOD JOISTS 2 -HR SHAFT ENCLOSURE- r CONCRETE, RE: STRUCT W -011b 2 -HR NORMALIUSSES CIXJCRETE TOPPING OVER WOOD TRUSSES W42 2 -HR CONCRETE PATIO AT FOUNDATION PI WALL TYPE SCHEDULE MARK FIRE RATNG DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- r CONCRETE, RE: STRUCT W -011b 2 -HR SHAFT ENCLOSURE- 1 T CONCRETE, RE: STRUCT W42 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT PI NR 6" CONCRETEWALL RE'. STRUCT PI NR 12"CONCRETEWALLRE:STRUCT W4X NR 6 CMU WALL W-05 2 -HR FIRE BARRIER, r CMU WALL WE -la 1 -HR EXTERIORWALL-2W WE -ib 1 -HR EXTERIORWALL-26 WE -1c FIFE EXTERIORWALL-2xB WE -2 FIFE EXTERIORWALL-2x6 W/ GWB ON BOTH SIDES WE3a FIFE EXTERIOR WALL- 2 2rA WE3b 1 -HR EXTERIORWALLDENSING-2D& WE3c 1 -HR EMERIORWPILDEMISING-22x8 WE -0 NR PARAPET 26 WEa 1 -HR EXTERIORSSMCKEBARRIER-2z8 WEEa 1 -HR GENERICWALL WI -la 1 -HR UNIT DEMISING FIRE PARTITION (2) 20 WI -1b 1 H UNITDEMISING FIREPARTITIGN (2)2x5 WI -2B 112 HR CORRIDOR FIRE PARTITION 2x6 WI -2b 112 HR CORRIDOR FIRE PARTITION MWITH RC W14 2 H EXTENCLOSURE FIRE BARRIER SHAFTLINERSWDFRAMING WI3a 2 H EXITENCLOSURE, FIRE BARRIER-SHAFTHNERSWDFRAMING WI -3b 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTHNERSWDFRAMING WI4a 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFTLINERSWDFRAMING WI4b 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFTLINERSWDFRAMING WLY 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SH)FTLINERW hWO FRAMING ON ONE SIDE WI3b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE WI -So 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH SIDE WW 2 -HR SHAFT ENCLOSURE. W PRE -CAST WI -7 2 -HR SHAFT ENCLOSURE. 2x WD STUD R GWB ON EACH SIDE WI3 2 -HR FIREWALL-B•PRECASTCONCRETE WIAa 1 -HR EXTERICRW5LL-2x6 W19 2 -HR FIREWALL - SHAFTLINER(ONLY) WI -9a 2 -HR FIREWALL -(2) 2x( WD WALL ONLY) WI{2c 2 -HR SHAFT ENCLOSURE- r CONCRETE, RE: STRUCT WI -10 NR 6"PRECAST WNia 1 -HR OCCUPANCY SEPARATION , FIREBARRIER-2x0 WNib 1 -HR OCCUPANCY SEPARATION, FIREBARRIER-2x6 WI -110 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -M PI 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)2x6 WPLLS W/ GWB PI 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x6 WPLLS W/ GWB WI -Ga 1HR INT. BEARINGWAIL-26 WL136 1 -HR INT. BEARING WALL -2x6 PI NR INTERIORWALL-2X0 PI NR INTERIORWALL-2x6 PI NR INTERIORWALL-22 WI -15a 111RHRFIRE BARRIER W WNSb 11R-HRFIREBARRIER-M WE In 1 -HR INTERIOR BEARING WALL- 2 2x0 WNBb I FEN INTERIOR BEARING WALL -2 za WI -1 Pc I 1 -HR INTERIOR BEARING WALL- 2 zx8 WI -17 I 1 -HR SMOKEBARRIER-2X0 KEYNOTES NO. NOTE 52 STEEL TUBE CCLUMN, RE: STRUCTURE E6 METALRAILING-POWDERCOATED 5.10 1 PARTIAL HEIGHT METAL RAIUNGPOWDER COATED 5.16 UNI -DIRECTIONAL GATE AND SIGNAGE PER IBC 1023.0 7.16 CEMENTTIOUS BOARD, SMOOTH 7.28 CEMENTTIOUS FRIEZE BOARD I XI KEPHART community • planning IIIarcbilacture 25M WAWUTSTREET DENVER, COLORADO PoMS ww,mmnmm U) FEMM Z W MM 5\/ B LL O 00 FISSION= j F- IO1 W w LL Q W Q= U w � C0 l� V! OOw =U _ w 0 > W � l ' ^ V M I..V SOF CO4O U N 037 4 n� �SFD AIR 03.25.2021 No. Datek�TSUBM�k MM mg r DJV Pmgd Oesi9ner DMB b 08.28.2020 Job Number 218094 Omani By RB JT CT CbxYaOB DMB TAN BALCONY TYPES UA7=7e0 B2/B2a BALCONY - K B2/B2a BALCONY - I 112• B2/B2a BALCONY - H 1T-2• 1946 iw B2/B2a BALCONY - G C 10'6110' 731f<j' h E 0 8 E4 DESCRIPTION DRIP THROUGH COMPOSITE DECKING ON WOOD JOISTS 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE: STRUCT WL11b E b W42 2 -HR CONCRETE PATIO AT FOUNDATION [No Slope] a 6" CONCRETEWALL RE'. STRUCT WQb NR 12"CONCRETEWPLLRE:STRUCT W44 NR l W4)5 2 -HR r ti;a 1 -HR EXTERIORWAL1.-2W WE -ib 1 -HR B2/B2a BALCONY - F 196114• 7310' MARK 58 15 DESCRIPTION DRIP THROUGH COMPOSITE DECKING ON WOOD JOISTS 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE: STRUCT WL11b E b W42 2 -HR CONCRETE PATIO AT FOUNDATION [No Slope] a 6" CONCRETEWALL RE'. STRUCT WQb NR 12"CONCRETEWPLLRE:STRUCT W44 NR l W4)5 B2/B2a BALCONY - D 5'3" 5'S" B2/B2a BALCONY - C 11 2" 5'3" 53116' B2/B2a BALCONY - B 199116' B2/B2a BALCONY - A B2/B2a BALCONY - J B2/B2a BALCONY - E KEYPLAN - UNIT B2/B2a PLAN 16 6' B1 BALCONY - C 16+B' fru^ A•9• '. s1/4'/1'-0"•, Vit',`, a .•:. I!. B1 BALCONY - B . 6. 6-0. MARK UNIT DEMISING LINE DESCRIPTION DRIP THROUGH COMPOSITE DECKING ON WOOD JOISTS 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE: STRUCT WL11b 2 -HR NORMAL WEIGHT CONCRETE TOPPING OVER WONAL. IUSSE3 W42 2 -HR CONCRETE PATIO AT FOUNDATION WQM a 6" CONCRETEWALL RE'. STRUCT WQb NR 12"CONCRETEWPLLRE:STRUCT W44 NR l W4)5 2 -HR r ti;a 1 -HR EXTERIORWAL1.-2W WE -ib 1 -HR EXTERIORWALL-26 WE -1c a EXTERIORWALL-2a WE2 1 -HR EXTERIORWALL-MW/ GWB ON BOTH SIDES WE3a 1 -HR EXTERIOR WAIL- 2 O4 WE3b 1 -HR EXTERIORWA__DEMISING-zaa WE3c 1 -HR EXTERIORWA__DEMISING- 2 2c WE NR PARAPET 23 WE.5 1 -HR EXTERIORSSMCKEBARRIER-2a8 WEEa 1 -HR GENEmCWPLL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -(2)zxa WI -1L 1 N UNITDEMISING FIREPARTITIGN -(2)2.5 WI -2a 112HRCORRIDOR, FIRE PARTITION2N4 WI-2b 112HRCORRIDOR, FIRE PARTITION -2N WITH RC W14 2 N EXTENCLOSURE FIRE BARRIER-SHAFTLINERSWDFRAMING WI3a 2 H EXITENCLOSURE, FIRE BARRIER-SHAFTLINERSWDFRAMING WI3b a EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTHNERSWDFRAMING WI4a 2 -HR 4 < 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAF7HNERSWDFRAMING WI.Y 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTLINER W h WD FRAMING ON ONE SIDE WI3b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE a 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAR I &WD FRAMING ON EACH SIDE WW •. SHAFT ENCLOSURE. V PRE -CAST WI -7 2 -HR /3S. WI9 2 -HR FIREWALL-6•PRE-CASTCONCRETE WIAa 1 -HR EXTERICRWALL-2x6 W19 2 -HR FIREWALL - SHAFTLINER(ONLY) WI -9a P FIREWALL -(2) 2a (WD WALL ONLY) WI{2c 2 -HR SHAFT ENCLOSURE- 6" CONCRETE, RE: STRUCT WI -10 NR + WNia B1 BALCONY - B . 6. 6-0. B1 BALCONY - A a b KEYPLAN - UNIT B1 PLAN UNIT BALCONY LEGEND MARK UNIT DEMISING LINE DESCRIPTION DRIP THROUGH COMPOSITE DECKING ON WOOD JOISTS 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE: STRUCT WL11b 2 -HR NORMAL WEIGHT CONCRETE TOPPING OVER WONAL. IUSSE3 W42 2 -HR CONCRETE PATIO AT FOUNDATION WQM a 6" CONCRETEWALL RE'. STRUCT WQb NR 12"CONCRETEWPLLRE:STRUCT W44 NR 6 CMU WALL W4)5 2 -HR r ti;a 1 -HR EXTERIORWAL1.-2W WE -ib 1 -HR EXTERIORWALL-26 WE -1c a EXTERIORWALL-2a WE2 1 -HR EXTERIORWALL-MW/ GWB ON BOTH SIDES WE3a 1 -HR EXTERIOR WAIL- 2 O4 WE3b 1 -HR EXTERIORWA__DEMISING-zaa WE3c 1 -HR EXTERIORWA__DEMISING- 2 2c WE NR PARAPET 23 WE.5 1 -HR EXTERIORSSMCKEBARRIER-2a8 WEEa 1 -HR GENEmCWPLL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -(2)zxa WI -1L 1 N UNITDEMISING FIREPARTITIGN -(2)2.5 WI -2a 112HRCORRIDOR, FIRE PARTITION2N4 WI-2b 112HRCORRIDOR, FIRE PARTITION -2N WITH RC W14 2 N EXTENCLOSURE FIRE BARRIER-SHAFTLINERSWDFRAMING WI3a 2 H EXITENCLOSURE, FIRE BARRIER-SHAFTLINERSWDFRAMING WI3b 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI4 2 -HR B1 BALCONY - A a b KEYPLAN - UNIT B1 PLAN UNIT BALCONY LEGEND MARK UNIT DEMISING LINE DESCRIPTION DRIP THROUGH COMPOSITE DECKING ON WOOD JOISTS 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE: STRUCT WL11b 2 -HR NORMAL WEIGHT CONCRETE TOPPING OVER WONAL. IUSSE3 W42 2 -HR CONCRETE PATIO AT FOUNDATION WQM WALL TYPE SCHEDULE MARK FlRE RARING DESCRIPTION WL1a 2 -HR SHAFT ENCLOSURE- IF CONCRETE, RE: STRUCT WL11b 2 -HR SHAFT ENCLOSURE- 13" CONCRETE, RE: STRUCT W42 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WQM NR 6" CONCRETEWALL RE'. STRUCT WQb NR 12"CONCRETEWPLLRE:STRUCT W44 NR 6 CMU WALL W4)5 2 -HR FIRE BARRIER, B• CMD WALL WEia 1 -HR EXTERIORWAL1.-2W WE -ib 1 -HR EXTERIORWALL-26 WE -1c 1 -HR EXTERIORWALL-2a WE2 1 -HR EXTERIORWALL-MW/ GWB ON BOTH SIDES WE3a 1 -HR EXTERIOR WAIL- 2 O4 WE3b 1 -HR EXTERIORWA__DEMISING-zaa WE3c 1 -HR EXTERIORWA__DEMISING- 2 2c WE NR PARAPET 23 WE.5 1 -HR EXTERIORSSMCKEBARRIER-2a8 WEEa 1 -HR GENEmCWPLL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -(2)zxa WI -1L 1 N UNITDEMISING FIREPARTITIGN -(2)2.5 WI -2a 112HRCORRIDOR, FIRE PARTITION2N4 WI-2b 112HRCORRIDOR, FIRE PARTITION -2N WITH RC W14 2 N EXTENCLOSURE FIRE BARRIER-SHAFTLINERSWDFRAMING WI3a 2 H EXITENCLOSURE, FIRE BARRIER-SHAFTLINERSWDFRAMING WI3b 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTHNERSWDFRAMING WI4a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTHNERSWDFRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAF7HNERSWDFRAMING WI.Y 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAFTLINER W h WD FRAMING ON ONE SIDE WI3b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE WI6c 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHAR I &WD FRAMING ON EACH SIDE WW 2 -HR SHAFT ENCLOSURE. V PRE -CAST WI -7 2 -HR SHAFT ENCLOSURE. 2x WD STUD B GWB ON EACH SIDE WI9 2 -HR FIREWALL-6•PRE-CASTCONCRETE WIAa 1 -HR EXTERICRWALL-2x6 W19 2 -HR FIREWALL - SHAFTLINER(ONLY) WI -9a 2 -HR FIREWALL -(2) 2a (WD WALL ONLY) WI{2c 2 -HR SHAFT ENCLOSURE- 6" CONCRETE, RE: STRUCT WI -10 NR 6"PRECAST WNia 1 -HR OCCUPANCY SEPARATION, FIREBARRIER-2x0 WNib 1 -HR OCCUPANCY SEPARATION, FIREBARRIER-2x6 WI -110 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -M WN2a 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -12)2x6 WALLS W/ GWB WN2b 1 -HR OCCUPANCY SEPARATION FIRE BARRIER -12)2x8 WALLS W/ GWB WN3a 1 1 -HR IINT. BEARINGWPIL-26 WN3b 1 -HR INT. BEARING WALL -2x8 WNCa NR INTERIORWALL-2X0 WNCb NR INTERIORWALL-2rb WI_l4c NR INTERIORWALL-2r8 WNBa 11R -HR FIRE BARRIER -24 WN5b 11R -HR FIRE BARRIER -M WIiHa 1 -HR INTERIOR BEARING WALL -22W WIiHb 1 -HR INTERIOR BEARING WALL -223 WI -16c 1 -HR INTERIOR BEARING WALL -223 WI -17 1 -HR SMO(EBARRIER-2XN KEYNOTES NO. NOTE E6METALRAILINGPOWDER COATED 5.10 PPATNL HEIGHT METAL RAILINGPOWDER COATED 5.16 1 UNI-DIRECTONAL GATE AND SIGNAGE PER GO 10238 7.16 CEMENTTIOUS BOARD, SMOOTH 729 CEMENTTIOUS FRIEZE BOARD 1X12 aD 0 N O H x U CIE 0 U KEPHART community • planning IIIarcbilacture 25M WAWOTSTREET DENVER, COLORADO PoMS xw ,mmmw, U) FEMM Z W M c'� 55 LL LO 00 FISSION= j F- IO1 W w�/ LL Q Q LU T.I 1 /WL V! lF— O V OI1l1 =U W _ W W � l ' ^ V M I..V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Datak�TSUBM�k MM MR r DJV Pmgd Designer DMB Date 08.28.2020 Jbb Number 218094 Down By RB JT CT Dearne By DMB Tma BALCONY TYPES 7040 m6er A7=7a1 aD 0 N O H x U CIE 0 U 5'6 VT T-0' s lo' 1rz' r-0' DESCRIPTION 5.10 30 E-1 2 -HR s.1c E-1 WL11b C 4 E-1 5.10 I.29 E -1b W42 2 -HR E-1 [NO Slope] NR 6" CONCRETEWALL RE'. STRUCT INo Slopel NR 12"CONCRETEWALLRE:STRUCT W4)1 5.10 6 CMU WALL W4)5 2 -HR 3B WE -la '1/41P/1-0 EXTERI0RWAL1.-2x4 WE -ib 1 -HR EXTERIORWALL-26 WE -1c 1 -HR EXTERIORWALL-2a WE -2 1 -HR EXTERIORWALL-2x6 W/ GWB ON BOTH SIDES WE -3a 1 -HR EXTERIOR WALL- 2 W WE -Sb 1 -HR EXTERIORWALLDEMISING-22x& WE3c 1 -HR EXTERIOR WA --DEMISING- 2 2x8 WE -0 V I B3/B3e BALCONY - G L B3/B3e BALCONY - F B3/B3e BALCONY - E 51f2' s3 MARK s lo' 1rz' r-0' DESCRIPTION 5.10 ]29 E-1 2 -HR s.1c E-1 WL11b C 4 E-1 5.10 I.29 E -1b W42 2 -HR CONCRETE PATIO AT FOUNDATION [NO Slope] NR 6" CONCRETEWALL RE'. STRUCT INo Slopel NR 12"CONCRETEWALLRE:STRUCT W4)1 NR 6 CMU WALL W4)5 2 -HR FIRE BARRIER, O' CMU WALL WE -la 1 -HR B3/B3e BALCONY - E 51f2' s3 MARK Tb 12' DESCRIPTION 510 ].A E-1 2 -HR s.1c E-1 WL11b 2 -HR NOR D TRIUSWEIGHT CIXJCRETE TOPPING OVER WOOD TRUSSES W42 2 -HR CONCRETE PATIO AT FOUNDATION [NO Slope] NR 6" CONCRETEWALL RE'. STRUCT WQb NR 12"CONCRETEWALLRE:STRUCT W4)1 NR 6 CMU WALL I B3/B3e BALCONY - D 8'-0' 511Y 510 ]R E-1 nN E1 0 B3/B3e BALCONY - C B3/B3e BALCONY - B 58 E-1 5.8 >q 5.18 N B3/B3e BALCONY - A KEYPLAN - UNIT B3/B3e PLAN UNIT BALCONY LEGEND MARK UNIT DEMISING LINE DESCRIPTION DRIP THROUGH COMPOSITE DECKING ON WOOD JOISTS 2 -HR SHAFT ENCLOSURE- r CONCRETE, RE: STRUCT WL11b 2 -HR NOR D TRIUSWEIGHT CIXJCRETE TOPPING OVER WOOD TRUSSES W42 2 -HR CONCRETE PATIO AT FOUNDATION WQM WALL TYPE SCHEDULE MARK FIRE BARING DESCRIPTION WL1a 2 -HR SHAFT ENCLOSURE- r CONCRETE, RE: STRUCT WL11b 2 -HR SHAFT ENCLOSURE- 1 T CONCRETE, RE: STRUCT W42 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WQM NR 6" CONCRETEWALL RE'. STRUCT WQb NR 12"CONCRETEWALLRE:STRUCT W4)1 NR 6 CMU WALL W4)5 2 -HR FIRE BARRIER, O' CMU WALL WE -la 1 -HR EXTERI0RWAL1.-2x4 WE -ib 1 -HR EXTERIORWALL-26 WE -1c 1 -HR EXTERIORWALL-2a WE -2 1 -HR EXTERIORWALL-2x6 W/ GWB ON BOTH SIDES WE -3a 1 -HR EXTERIOR WALL- 2 W WE -Sb 1 -HR EXTERIORWALLDEMISING-22x& WE3c 1 -HR EXTERIOR WA --DEMISING- 2 2x8 WE -0 NR PARAPET 23 WE.5 1 -HR EXTERIORSSMCKEBARRIER-2x8 WE -5a 1 -HR GENEmCWPLL WI -la 1 -HR UNIT DEMISING FIRE PARTITION -(2)2x4 WI -1L 1 N UNITDEMISING FIREPARTITIGN -(2)2x5 WI -2a 112HRCORRIDOR, FIRE PARTITION2N4 WI-2b 112HRCORRIDOR, FIRE PARTITION -2N WITH RC W14 2 N EXTENCLOSURE FIRE BARRIER-SHAFTLINERSWDFRNANG WI3a 2 H EXITENCLOSURE, FIRE BARRIER-SIAFTHNERSWDFRAMING WI -3b 2 H EXIT ENCLOSURE, FIRE BARRIER- SHAFRINERSWDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTHNERSWDFRAMING WI4a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTHNERSWDFRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WLY 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFTLINERW hWO FRAMING ON ONE SIDE WI -Sb 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SHAFTLINER W 2x WD FRAMING ON ONE SIDE Wlbc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH SIDE WI -6 2 -HR SHAFT ENCLOSURE V PRECAST WI -7 2 -HR SHAFT ENCLOSURE. 2x WD STUD R GWB ON EACH SIDE WI6 2 -HR FIREWALL-WPRECASTCONCRETE Wlba 1 -HR EXTERICRWALL-2x6 W19 2 -HR FIREWALL - SHAFTLINER(ONLY) WI -9a 2 -HR FIREWALL -(2) 2x (WD WALL ONLY) WI{2c 2 -HR SHAFT ENCLOSURE- r CONCRETE, RE: STRUCT WI -10 NR 6"PRECAST WI -11a 1 -HR OCCUPANCY SEPARATON, FIREBARRIER-2W WI -11b 1 -HR OCCUPANCY SEPARATION, FIREBARRIER-2x6 WI -110 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -M WI -12a 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)2x6 WALLSW/ GWB WI -12b 1 -HR OCCUPANCY SEPARATION FIRE BARRIER -(2)2x6 WALLSW/ GWB WI -Ga 1 -HR INT. BEARINGWAIL-26 WL136 1 -HR INT. BEARING WAL1--2x8 WI -14a NR INTERIORWALL-2X4 WI -Ab NR INTERIORWALL-2x6 WI -14c NR INTERIORWALL-22 WN5a112-HR FIREBARRIER-24 WN5b 112 -HR FI RE BARRIER -M WNBa I 1 -HR INTEmORBEARING WALL -22x4 WLiBb 1 -HR INTERIOR BENG WALL -223 ARI WI -16c I 1 -HR I INTERIOR BEARING WALL -223 WI -17 I 1 -HR SMO(EBARRIER-2X4 KEYNOTES NO. NOTE 52 STEEL TUBE CCLUMN, RE: STRUCTURE Su METAL RAILING -POWDER COATED 5.10 PARTWL HEIGHT METAL RAILINGPOWDER COATED 5.16 UNI -DIRECTIONAL GATE AND SIGNAGE PER IBC 1023.0 7.16 CEMENTTIOUS BOARD, SMOOTH 7.28 CEMENTTIOUS FRIEZE BOARD I XI KEPHART community • planning aarcbilacturs 35M WAWOT STREET DENVER, COLORADO 90M5 xw ,mmmw, U) FEMM Z W MM 5\/ /� LL O 00 FISSION= j O I 1 W w�/ LL Q W Q= U w � C0 l� V! OOw =U _ w 0 > W � l ' ^ V M SOF CO4O B N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Issue 081 FEPAITSUBMRTK ] 6 000 I'MPaArdifte DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driveni By RB JT CT Charmed By DMB Tma BALCONY TYPES Sneer N�m6er l A7=71 WELDED TAB; PRE DRILL AND SEAL f� —PENETRATION WHERE FAILING ATTACHMENTS OCCUR 2'x1' METAL TUBE MIL; POWDER COAT —CONT. SEALANT �� ■ BRONZE A 212' EXTRUDED ALUMINUM T BAR W/ DRIP 12' SQUARE METAL BAR: POWDER COAT U) —EDGE ON MEMBRANE SHIM -4'X4' 6$12' (1) L4YER 518" NPE'X' GYP. BD. BRONZE, 4' OG. O.C. MAX Z PLY WATERPROOF MEMBRANE SHIM R-21 BATT INSULATION PER ENERGY _SINGLE BELOW "T' BAR (_________________________ 2'x1' METAL TUBE RAIL; POWDER COAT FLUID APPLIED WATERPROOFING BRONZE REQUIREMENTS 14 � NORMAL WEIGHT CONCRETE TOPPING; P i —SEAMS 4' AND FULLY SEAL SEAMS; COLOR EXTERIOR SHEATHING; RE: STRUCTURAL TO MATCH SIDING w WEATHER RESISTIVE BARRIER: WRAP OVER _314' FLOOR SHEATHING: RE: STRUCTURAL: IO1 LU EXTEND TO CAPTURE STONE � CORNERFLASHING —) 4P SLOPED TOP CHORD; RE: STRUCTURAL O' WA� SIDING, INSTALL PER / —R-30 BATT INSULATION E %1 a F MANI SPECIE; MANUF.SPEC'S; RE: ELEVATIONS FOR —EXTERIOR SHEATHING; RE: STRUCTURAL V OI1l1 RESISTIVE BARRIER; LAP OVER LU EXPOSURE _ W RESILIENT CHANNEL, INSTALLED AT 12' O.C.; CONT. SEALANT W (2) COURSES OF RC CHANNEL W O C. OF —WALLBOARD BUTT JOINTS 13' EACH SIDE OF l 6/4 x 6 CEMENTITIOUS TRIM BEAUTY BLOCK BUTT JOINT); INSTALL RC CHANNEL OPPOSITE OF WALLBOARD JOINTS AT RAIL ATTACHMENT SOF CO4O TREATED 2X SILL PLATE SET ON SILL B —SEALER W/ ANCHOR BOLT -RE: SELF ADHERED FLASHING INSTALLED PER STRUCTURAL 03.25.2021 TW PIAT a4' MFR. SPECS: BEHIND BEAUTY BLOCK CAST IN PLACE CONCRETE WALL, RE: —CAST C L L _CONT. MEMEBMNE INSTALL PER MFR. SPEC. BACKED METAL LATH: INSTALL PER w N _PAPER MFR. SPEC5 MORTAR SCRATCH COAT AND SETTING BED w O 2'k1'METALTUBERAILPOWDERCOAT mg DJV — BRONZE DMB Date 08.28.2020 Job Number 218094 Drawn By RB JT CT Ceme4e U w PREDRILLED LAG SCREW SET IN SEALANT Tore BALCONY DETAILS ob Q O 7-7.3 L 5/4x8 CEMENTITIOUS TRIM BEAUTY BLOCK AT RAILATTACHMENT 4 CONT. SEALANT — SELF ADHERED FLASHING INSTALLED PER MFR. SPECS: WRAP W EACH SIDE OF CORNER SELF -ADHERED FLASHING METAL LAP SIDING CORNER TRIM c GUARDRAIL ATTACHMENT AT BEAUTY BLOCK 6 3" = ,11.0.1 CL WELDED TAB; PRE DRILL AND SEAL f� —PENETRATION WHERE FAILING ATTACHMENTS OCCUR 2'x1' METAL TUBE MIL; POWDER COAT —CONT. SEALANT �� ■ BRONZE A 212' EXTRUDED ALUMINUM T BAR W/ DRIP 12' SQUARE METAL BAR: POWDER COAT U) —EDGE ON MEMBRANE SHIM -4'X4' 6$12' I � BRONZE, 4' OG. O.C. MAX Z PLY WATERPROOF MEMBRANE SHIM 14 _SINGLE BELOW "T' BAR (_________________________ 2'x1' METAL TUBE RAIL; POWDER COAT FLUID APPLIED WATERPROOFING BRONZE _CONT. MEMEBMNE INSTALL PER MFR. SPEC. 14 � NORMAL WEIGHT CONCRETE TOPPING; P i —SEAMS 4' AND FULLY SEAL SEAMS; COLOR 210 COM. THICKNESS WELDED TAB; PRE DRILL AND SEAL f� —PENETRATION WHERE FAILING ATTACHMENTS OCCUR W. —CONT. SEALANT �� ■ —DRAINAGE MAT A 212' EXTRUDED ALUMINUM T BAR W/ DRIP 25M WALNUT STREET DENVER, COLORADO MOMS U) —EDGE ON MEMBRANE SHIM -4'X4' 6$12' I � O.C. MAX Z PLY WATERPROOF MEMBRANE SHIM 14 _SINGLE BELOW "T' BAR (_________________________ M FLUID APPLIED WATERPROOFING 5 _CONT. MEMEBMNE INSTALL PER MFR. SPEC. 14 � GALVANIZED METAL FLASHING, OVERLAP P i —SEAMS 4' AND FULLY SEAL SEAMS; COLOR 4P TO MATCH SIDING w _314' FLOOR SHEATHING: RE: STRUCTURAL: IO1 LU WELDED TAB; PRE DRILL AND SEAL f� —PENETRATION WHERE FAILING ATTACHMENTS OCCUR —CONT. SEALANT �� ■ —DRAINAGE MAT A 212' EXTRUDED ALUMINUM T BAR W/ DRIP 25M WALNUT STREET DENVER, COLORADO MOMS U) —EDGE ON MEMBRANE SHIM -4'X4' 6$12' I � O.C. MAX Z PLY WATERPROOF MEMBRANE SHIM W _SINGLE BELOW "T' BAR (_________________________ M FLUID APPLIED WATERPROOFING 5 _CONT. MEMEBMNE INSTALL PER MFR. SPEC. O GALVANIZED METAL FLASHING, OVERLAP —SEAMS 4' AND FULLY SEAL SEAMS; COLOR w TO MATCH SIDING w _314' FLOOR SHEATHING: RE: STRUCTURAL: IO1 LU EXTEND TO CAPTURE STONE � 15' MAX. 13.5 MIN. BALCONY TRUSS WITH 4P SLOPED TOP CHORD; RE: STRUCTURAL O' WA� Z / —R-30 BATT INSULATION E %1 a F —EXTERIOR SHEATHING; RE: STRUCTURAL V OI1l1 RESISTIVE BARRIER; LAP OVER LU _WEATHER FLUIDBARRIER _ W RESILIENT CHANNEL, INSTALLED AT 12' O.C.; > W (2) COURSES OF RC CHANNEL W O C. OF —WALLBOARD BUTT JOINTS 13' EACH SIDE OF l BUTT JOINT); INSTALL RC CHANNEL OPPOSITE OF WALLBOARD JOINTS —111 LAYER 519' TYPE 'X' GYP. BD. SOF CO4O TREATED 2X SILL PLATE SET ON SILL B —SEALER W/ ANCHOR BOLT -RE: STRUCTURAL 03.25.2021 TW PIAT 0282) ITSUBMITTAL CAST IN PLACE CONCRETE WALL, RE: —CAST FLUID APPLIED WATERPROOFING _CONT. MEMEBMNE INSTALL PER MFR. SPEC. BACKED METAL LATH: INSTALL PER _PAPER MFR. SPEC5 MORTAR SCRATCH COAT AND SETTING BED EQ EQ E Ir 111 �� ■ KEPHART A community • planning •architecture 25M WALNUT STREET DENVER, COLORADO MOMS U) I � Z I W M 5 / LL00 O .j I i IO1 LU Y• • � F 4P 'S Q WA� T. / 1WQI %1 a -(- 2'x1' METALTUBE RAIL; POWDER CWT BRONZE 112' SQUARE METAL BAR: POWDER COAT BRONZE 2'x1' METAL TUBE RAIL; POWDER CWT BROW E WELDED TAB; PRE DRILL AND SEAL � ATTACHMENTS WHERE FAILING ATTALHMENTENTS OCCUR WOOD SHIM 94 x 10 CEMENTITIOUS TRIM BEV -ADHERED FLASHING INSTALLED PER SPECS PEC'$ CONT. BACKER ROD AND SEAWNT PRE -CAST STONE WATER TABLE RNUE MORTAR BETWEEN UNITS, FILL WITH BACKER ROD AND SEALAM CONCRETE MASONRY VENEER UNIT WITH 1' EXTERIOR SHEATHING: RE: STRUCTURAL WEATHER RESISTIVE BARRIER GALVANIZED METAL THROUGHWALL FIASHING: OVERLAP SEAMS 4' AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD CONT. FLUID APPLIED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC. I MORTAR NET AT THRWGHWALFLASHINGL FSHINGWEEP HOLES AT 24' O.C.TREATED 2X SILL PLATE SET ON SILL SEALER W/ANCHOR BOT -RE: STRUCTURAL T.O. FOUNDATION ALL (1) LAYER SIB" TYPE '%" GYP. BE. R-21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING: RE: STRUCTURAL WEATHER RESISTIVE BARRIER: WRAP OVER CMNERFLASHING CEMENTITIOUS IAP SIDING, INSTALL PER MANUS SPEC'S; RE: ELEVATIONS FOR EXPOSURE _ CONT. SEALANT SELF ADHERED FLASHING INSTALLED PER It 4'�MFR. SPECS; BEHIND BEAUTY BLOCK Q — — CL p U• 2'xi'METAL TUBE RAIL; POWDER CWT F j BRONZE v PREDRILLED LAG SCREW SET IN SEALANT Q O are x 6 CEMENTITIOUS TRIM BEAUTY BLOCK 4 ATRAILATTAOHMENT —� CONT. BACKER ROD AND SEALANT MRS. SPECS; FLASHINGINSTALLED PER MFR. SPECS; WRAP B' FALH BIDE OF CORNER SELF- ADHERED FLA$HIN 94 x 8 CEMENTITIOUS TRIM PAIRSPACE BRICK VENEER, STANDARD 3L=8'; PROVIDE WALL TIES PER MFR. SPECS 4 GUARDRAIL ATTACH. AT SIDING TRANSITION 3" = 11.011 f L 2'x1' METAL TUBE RAIL; POWDER COAT BRONZE 1121 SQUARE METAL BAR: POWDER COAT BRONZE 2x1"METAL TUBE RAIL: POWDER COAT BRONZE WELDED TAB; PRE DRILL AND SEAL PENETRATION WHERE RAILING ATTACHMENTS OCCUR WOOD SHIM 514 x 10 CEMENTITIOUS TRIM SELF ADHERED FLASHING INSTALLED PER MFR. SPECS CONT. BACKER ROD AND SEAWNT LOP PRE -CAST STONE WATER TABLE RNUE MORTAR BETWEEN UNITS, FILL WITH BACKER ROD AND SEALAM O Z s y EXTERIOR SHEATHING: RE STRUCTURAL WEATHER RESISTVE BARRIER EO EO GALVANIZED METAL THROUGH -WALL FLISHING; OVERLAP SEAMS 4' AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD W R.B. SEAM TAPE MORTAR NET AT THRWGHWALL FLASHING WEEP AT 24'OC. STEEL LINTEL ANGLE, RE: STRUCTURAL CONT. BALKER ROD AND SEALANT X 514 x 12 CEMENTITIOUS TRIM T.O. FOUNDATION I Y i^ i°.• v mt[�N E ,(1) LAYER SIB' TYPE "%' GYP. BD, R-21 BATT INSULATION PER ENERGY """"'REQUIREMENTS ,EXTERIOR SHEATHING; RE: STRUCTURAL WEATHER RESISTIVE BARRIER; WRAP OVER CORNER FLASHING WOOD SHIM BLOCKING BEHIND RAIL ATTACHMENT 2r'x1' METAL TUBE RAIL; POWDER COAT BRONZE EXPANSION BOLT PER RAILING MFR. SET IN SEALANT SELFADHERED FLASHING INSTALLED PER MFR. SPECIE; WRAP 6' EACH SIDE OF CORNER �1"AIRSPACE ALTERNATE CORNERS AT EACH COURSE BRICK VENEER, STANDARD 3C=8'; PROVIDE TTACHMENT AT B OAT COAT OAT ALANT 1� 111 �� ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO MOMS U) Z W M 5 / LL00 O .j I— IO1 LU W F Q Q WA� T. / 1WQI /L V ! - lF— V) O V OI1l1 =U LU _ W 0 > W � l SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No.MMel"M 0282) ITSUBMITTAL mg DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Drawn By RB JT CT Ceme4e DMB Tore BALCONY DETAILS 7-7.3 L 2'x1' METAL TUBE MIL; POWDER COAT BRONZE 15C SQUIRE METAL MR; POWDER COAT BRONZE; 4' O.C. 2'x1' METAL TUBE MIL; POWDER COAT BRONZE WELDED TAB; PRE DRILL AND SEAL PENETRATION WHERE RAILING ATTACHMENTS OCCUR T.O. FOUNDATION h CONCRETE SLABIFOUNDATION; REY STRUCTURAL SLAB EXTENSION AT BALCONY EDGE, RE SLAB PIAN FOR LOCATIONS CONT. FLUID APPLIED WATERPROOFING MEMEBMNE INSTALL PER MFR. SPEC. METALCASINGBEAD PAPER BACKED METAL LATH; INSTALL PER MFR. SPECS MORTAR SCRATCH COAT AND SETTING BED PER MFR. ADHERED THIN BRICK VENEER, STANDARD 3C= CAST IN PLACE CONCRETE WALL, RE; STRUCT 2' RIGID INSULATION, BELOW UNHEATED SLABS PER STRUCT. 7L It I EO EO 12' SQUARE METAL BAR; POWDER COAT BRONZE, 4' O.C. 25U' METAL TUBE RAIL; POWDER COAT BRONZE PREDRILLED LAG SCREW SET IN SEALANT WELDED TAB; PRE DRILL AND SEAL PENETRATION WHERE RAILING ATTACHMENTSOCCUR WOOD SHIM 514 x 10 CEMENTITIOUS TRIM SELFADHERED FLASHING INSTALLED PER MFR.SPEC'S CONT. BEAD OF SEALANT BRICK ROWLOCK SILL, SLOPE TO DRAIN RAKE MORTAR BETWEEN UNITS, FILL WITH BACKER ROD AND SEALANT II M SHEATHING; RE: STRUCTURAL =R RESISTIVE BARRIER IIZED METAL THROUGHWALL IG: OVERLAP SEAMS 4' AND FULLY AMS; COLOR TO MATCH HELD TEAM TAPE 2 NET AT THROUGHPWALL FLASHING r 24.O G. AMER ROD AND SEALANT CEMENTITIOUS TRIM I 40 77/ T.O. SUBFLOOR h P; Y INTERIOR 14' FLOOR SHEATHING; RE: STRUCTURAL', EXTEND TO CAPTURE STONE GALVANIZED METAL FLASHING, OVERLAP SEAMS 4F AND FULLY SEAL SEAMS: COLOR TO MATCH SIDING COM. FLUIDAPPUED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC. SINGLE PLY WATERPROOF MEMBRANE SHIM BELOW 77 BAR 2112' EXTRUDED ALUMINUM TBAR WI DRIP EDGE ON MEMBRANE SHIM -4'X4' ®12' O C. MAX TOP PUTS h NORMAL WEIGHT CONCRETE TOPPING; 212' COM. THICKNESS 15 MAX. 13.5 MIN. BALCONY TRUSS WITH SLOPED TOP CHORD; RE: STRUCTURAL R30 BATT INSULATION RESILIENT CHANNEL, INSTALLED AT 120.C. (2) COURSES OF RC CHANNEL 8' O.C. OF WALLBOARD BUTT JOINTS (3' EACH S1DE OF BUTT JOINT} INSTALL RC CHANNEL OPPOSITE OF WALLBOARD JOINTS (1) LAYER 515" TYPE 'X G)P. SO. R-21 BATT INSULATION PER ENERGY REMIREMENTS _BRICK VENEER, STANDARD 3CI PROVIDE 111 �� ■ KEPHART community • planning aarchitecturs 25M WALNUT STREET DENVER, COLORADO Moms .n mBhenmm Z W MM 5\/ LL O 00 .jO F_ w LU p Q F� QQ w Q LU= lLu V! lF— V! OOW =U 2 W 0> E� SOF CO(O J N 037 4 �SFD ARC`F. 03.25.2021 No. Datak�TSUBM�k MM Ng r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Drawn By eeeeee RB JT CT Crerme4B eeeeee DMB me eeeeee BALCONY DETAILS sheetwmoer A7=7m4 VARIES VARIES C'MT 3. g. g. g. 3--r 4" MAX. 111 �� ■ ------------- community • planning sarclemicturs 25M WAWUTSTREET DENVER, COLORADO mms xx mmM1enmm -H Z W I I \/ 55 B LL00 O SPACE BALUSTERS ASID IO1 W I w LCL( Q Q " Q= I I C0 l�^ NOTALLOWPHEOF4 11 OD =U LU W _ W 0 > 4' DIAMETER SPHERE ERE I Tw. E� SOF C040 J N 037 4 �SFD ARC`F. 03.25.2021 lW. Now WMM FEPAITSUBMITTK r A n D I mg DJV Pmgd Designer DMB Date eeeeeee 08.28.2020 Job Number 218094 Drawn By RB JT CT Cnmlee By DMB 2' x 1' METAL TUBING: I BALCONY DETAILS 7=7m5 EA I I I I WELDED TAB: TABONZE I I I I I FLOATS ATOP DECKING I I I MATERIAL 112' SQUARE METAL BAR: F ` L J -SPACE BALUSTERS AS TO NOT ALLOW PASSAGE OF 4' DNMETERSPHERE T x V METAL TUBING: POWDER COAT BRONZE WELDED TAB; TAB `FLOATS ATOP DECKING ryA mBOAT BRON E, '4' 0ER COAT BRONZE WELDED TAB; PRE DRILL SAND SEAL PENETRATION WHERE RAILING ATTACHMENTS OCCUR PREDRILLED LAG SCREW SET IN SEALANT 211116' B' -U' 211118' 3'-V 3'-U' 111 �� ■ KEPHART community • planning sarclemicturs 25M WAWUTSTREET DENVER, COLORADO mms xx mmM1enmm I Z W MM \/ 55 B LL00 O SPACE BALUSTERS ASID IO1 W w LCL( Q Q W Q= Lu C0 l�^ NOTALLOWPHEOF4 11 OD =U LU W _ W 0 > 4' DIAMETER SPHERE ERE E� SOF C040 J N 037 4 �SFD ARC`F. 03.25.2021 lW. Now WMM FEPAITSUBMITTK r A n D mg DJV Pmgd Designer DMB Date eeeeeee 08.28.2020 Job Number 218094 Drawn By RB JT CT Cnmlee By DMB 2' x 1' METAL TUBING: BALCONY DETAILS 7=7m5 EA WELDED TAB: TABONZE FLOATS ATOP DECKING MATERIAL 112' SQUARE METAL BAR: POWDER COAT BRONZE, I POW DER COATBRONZE WELDED TAB; PRE DRILL 3 AND EALPENETRATION WHER WHERE WHERE FILING A]3.3 OCCUR PREDRILLED LAG SCREW L_ 1— 1----- J SET IN SEALAM I. 1 EXTERIOR SHEATHING; STRUCTURAL WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING INSTALLED PER MFR. SPEC'S TOrSUBL00f STARTER STRIP; CAPS AT 18' O.C. FOR DRAINAGE; INSTALL 10 UP FROM BOTTOM OF SIDING. TYP. CEMENTITIOUS LAP SIDING, INSTALL PER MVJUF. SPECS: RE: ELEVATIONS FOR EXPMURE NO SEALANT ABOVE FLUMAING GALVANIZED METAL FLASHING; OVERLAP SEAMS Y AND FULLY SEAL SEAMS: COLOR TO MATCH FIELD - -5 COM. BEAD OF SEALANT 510x4CEMENnROUSTRIM ED EO T�WTITa' METAL TUBE RAIL; POWDER COAT Ig TRILLED LAG SCREW SET IN SEALANT )ED TAB; PRE DRILL AND SEAL :TRATION WHERE FILING CHMENTSOCCUR D SHIM 10 CEMENTITIOUS TRIM -ADHERED FLASHING INSTALLED PER SPEC'S r. BEAD OF SEALANT WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING; RE: STRUCTURAL —1 GALVANIZED METAL THROUGH -WALL FLASHING; OVERLAP SEAMS 0' AND FULLY SEAL SEAMS: COLOR TO MATCH FIELD W.R.B. SEAM TAPE MORTAR NET AT THROUGH ­WALL FLASHING WEEPAT24'O.C. STEEL LINTEL ANGLE. RE; STRUCTURAL :ONT. BACKER ROD AND SEALAJJT T.O.SUBFLOOR h ROOF PROTECTION BOARD AS NEEDED GALVANIZED METAL FLASHING, OVERLAP SEAMS 0' AND FULLY SEAL SEAMS; COLOR TO MATCH SIDING TED ROOF MEMBRANE: INSTALL PER MFR. SPEC'S ROOFINGPRIMER TPO SEAM FLASHING CONT. BEAD OF TPO SEALANT PAVER PEDESTAL SYSTEM 2' CONCRETE PAVER; MAINTAIN ACCESSIBLE THRESHOLD TOPPL TE h 15' MAX.13.5 MIN. BALCONYTRUSS W ITH SLOPED TOP CHORD: RE: STRUCTURAL RESILIENT CHANNEL INSTALLED AT Ir C (2) COURSES OF RC CHANNEL V O.C. OF WALLBOARD BUTT JOINTS (3' EACH S1DE OF BUTT JOINT); INSTALL RC CHANNEL OPPOSITE OF WALLBOARD JOINTS (1) LAYER &S' TYPE 'V GYP. BD. R-21 BATT INSULATION PER ENERGY REQUIREMENTS —WEATHER RESISTIVE BARRIER (— - - —) _BRICK VENEER, STANDARD 3C=W; PROVIDE WALL TIES PER MFR. SPECS 111 �� ■ KEPHART community • planning sarclemicturs 25M WAWUTSTREET DENVER, COLORADO mms xx mmM1enmm U) Z W MM \/ 55 B LL00 O F_ IO1 W w LCL( Q Q W Q= Lu C0 l�^ O 11 OD =U LU W _ W 0 > E� SOF C040 J N 037 4 �SFD ARC`F. 03.25.2021 No. Data Now WMM FEPAITSUBMITTK r n D mg DJV Pmgd Designer DMB Date eeeeeee 08.28.2020 Job Number 218094 Drawn By RB JT CT Cnmlee By DMB Tore BALCONY DETAILS 7=7m5 EA PRIMARY STRUCTURAL FRAME, PROVIDE INDIVIDUAL FIRE PROTECTION AS DETAILED IN AT SERIES E, IOTECTION 19 - 7 7 7L:MEMHI� I I I I �L Nw P_% F:n H(1MF R nARf1FN PI ANI _ gTFFI FXHIRIT (D — ---�18n; 111 �� ■ E Pmmunity A R Tnning DK a MH a TM 25M WALNUT STREET DENVER, COLORADO Wins .... ,mmnmm U) FEMMZ W M M 5 ^^ 00 .jO F -w wp 2 IY a F W EL Q= LU rn W `vim �, On0 z:)U) F- OO =U W 2 W 0> W �M ' ^ v M � I..L EDF CO4O J N 037 4 n� �SFD ARC`F. .25.2021 Now MITSUBMRTKrn L2OM DDJV DMB Date 08.28.2020 Job Number 218094 Driveni By RB JT CT CDxkeEBy DMB Td e STEEL PROTECTION EXHIBIT Sneer Number A7-8.0 LL V LL I PRIMARY STRUCTURAL FRAME, PROVIDE INDIVIDUAL FIRE PROTECTION AS DETAILED IN A7 SERIES CANOPY )1 AN - gTFFI FXHIRIT 3/321, - 11_01. 3/32, = 1'-0" 111 �� ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO Moms .n n.'mBmmw, U) FEMM Z W (h 5 /8��1 J 00 .jO F -w wp Q 2EE QQ w Q= LU U) W� F- U) OO =U W _ W Z 0 > W �M ' ^ v M It I..L SOF C040 J N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Now W28.M FERITSUBMRTAL r D m r DJV Pmpa Designer DMB m 08.28.2020 Job Number 218094 Drineri By RB JT CT ChxkeEBy DMB Tide STEEL PROTECTION EXHIBIT sheer Number A7-8.1 OSB SHEATHING AS REQUIRED FOR SHEAR: UNIT CORRIDOR—RE:STRUCTURA BATT INSULATION PER ASSEMBLY RESILIENT CHANNEL IRC DELUXE), INSTALLED AT IV O.C. AND PER ASSEMBLY BASE TRIM (1) LAYER 5/B" TYPE 'X7 GYP. SO. ISOLATION STRIP PER MANUR SPEC, COM. SEAL -ANT 1112' GYPMETE TOPPING 314'FLOORSHEATHING: RE: STRUCTURAL SEND WALL TRUSS; RE: STRUCTURAL UNIT LIMITING THE AREA OF CONCEALED SPACES FORMED BETWEEN JOISTS. FIRE SPRINKLERS NOT REOD WAIN THESE CONCEALED SPACES PER NFPA 13 SECTION 8.15.12.0 WHICH ALLOWS AREAS UP TO 160 FT WHEN CEILING APPLIED DIRECTLY TO JOISTS / ROOF DRAIN LEADER, NOTCH BOTTOM 4' OF LEDGER AS OCCURS; RE: PLUMB, STRUCT (2) LAYERS 518' TYPE'X' GYP. BD. 3112' BATT INSULATION RESILIENT CHANNEL. INSTALLED AT I2' O.C.; (2) COURSES OF RC CHANNEL 8' O.C. OF BUTT JOINTS (3' EACH SIDE OF BUTT JOINT) (1) LAYERS SAB' TYPE C' GYP. BD. COM. SEALANT �(1) LAYER SAB' TYPE 'X7 GYP, BD. CORRIDOR PL STUD FRAMING, SPACE PER EMBLY LAYERS 518' TYPE C' GYP. BD. 0 UNIT VV� TPO ROOFING MEMBRANE OVER PROTECTION BOARD WHERE RECD; SLOPED ROOF SHEATHING: RE: STRUCTURAL CLOSED -CELL SPRAY POLYURETHANE FOAM AND AIR BARRIER; R-20 MIN DEPTH ADHERED TO UNDERSIDE FO DECK AND DOWN PERIMETER OF MILES TO TOP PLATE VAPOR BARRIER PER IBC 2018, TABLE 1203; INSTALL PER MFR. SPEC'S FILL CAVITY WITH BLOWWN INSULATION ROOF TRUSS. RE: STRUCTURAL 2x WOOD BLOCKING AS REO'D RESI VENT CHANNEL, INSTALLED AT 12' O.C.; (2) COURSES OF RC CHANNEL 6. O.C. OF BOTTJOINTS (3' EACH SIDE OF SUIT JOINT) RYAN B 3�M LAYERS WB" TYPE C' GYP. BD. I CORRIDOR DOR AT ROOF IlAzOli INSULATION PER ASSEMBLY ;HEATHING AS REQUIRED FOR SHEAR; Ew 2GY T DO.; OF )DINT) HEAR: UNIT UNIT f** 3112' BATT INSULATION KEPHART RESILIENT CHANNEL, INSTALLED AT 12' O.C.', community • planning •architecture 25M WAWOTSTREET DENVER, COLORADO SIMS xxw.bpM1enmm (2) COURSES OF RC CHANNEL 6.O.C. OF WALLBOARD BUTT JOINTS (3' EACH SIDE OF BUTT JOINT); INSTALL RC CHANNEL 91T)' BATTINSULATION OPPOSITE OF WALLBOARD JOINTS TPO ROOFING MEMBRANE OVER (1) LAYERS 5I8'TYPE 'C' GYP. BD. CONT. SEALANT 1' O W TOP PLATE OSB SHEATHING AS REWIRED FOR SHEAR: .jO OSB SHEATHING AS REQUIRED FOR SHEAR, PROTECTIIXJ BOARD W HERE RED'D; RE: STRUCTURAL (1) LAYER 51V TYPE W GYP. BD. F- W 312' BATT INSULATION UNIT UNIT RE: STRUCTURAL UNIT DEMISING AT UPPER FLOORS - PERPENDICULAF SLOPED W Q= AIRSPACE W , lF—^ V! OO =U W _ W 0 > �M (1) LAYER Sl0' TYPE W GYP. BD, rW V ROOF SHEATHING; RE: STRUCTURAL � }t E� a SOF C040 0 N 037 4 �SFD ARC`F. 03.25.2021 No. Data Now 01211M FEPAITSUBMITTK 1 1200 REYJ TTK1KNMERFEV 0 BASE TRIM - UVIA mg DJV ISOLATION STRIP PER MANUF. SPEC. DMB III ; nb Job Number 218094 Derimn By PL STUD FRAMING, SPACE PER EMBLY LAYERS 518' TYPE C' GYP. BD. 0 UNIT VV� TPO ROOFING MEMBRANE OVER PROTECTION BOARD WHERE RECD; SLOPED ROOF SHEATHING: RE: STRUCTURAL CLOSED -CELL SPRAY POLYURETHANE FOAM AND AIR BARRIER; R-20 MIN DEPTH ADHERED TO UNDERSIDE FO DECK AND DOWN PERIMETER OF MILES TO TOP PLATE VAPOR BARRIER PER IBC 2018, TABLE 1203; INSTALL PER MFR. SPEC'S FILL CAVITY WITH BLOWWN INSULATION ROOF TRUSS. RE: STRUCTURAL 2x WOOD BLOCKING AS REO'D RESI VENT CHANNEL, INSTALLED AT 12' O.C.; (2) COURSES OF RC CHANNEL 6. O.C. OF BOTTJOINTS (3' EACH SIDE OF SUIT JOINT) RYAN B 3�M LAYERS WB" TYPE C' GYP. BD. I CORRIDOR DOR AT ROOF IlAzOli INSULATION PER ASSEMBLY ;HEATHING AS REQUIRED FOR SHEAR; Ew 2GY T DO.; OF )DINT) HEAR: = 1'-U" % � / 3"= UNIT UNIT 312' BATT INSULATION 1' DEB SHEATHING AS REQUIRED FOR SHEAR; PIRSPAC RE: STRUCTURAL (1) LAYER WB' TYPE W GYP. BD. BASE TRIM ISOLATION STRIP PER MANUF. SPEC. CONT. SEALANT 1 114' GYP -CRETE TOPPING ON 114' ACOUSTICAL SOUND MAT X314' FLOOR SHEATHING: RE: STRUCTURAL UNIT UNIT f** 3112' BATT INSULATION KEPHART RESILIENT CHANNEL, INSTALLED AT 12' O.C.', community • planning •architecture 25M WAWOTSTREET DENVER, COLORADO SIMS xxw.bpM1enmm (2) COURSES OF RC CHANNEL 6.O.C. OF WALLBOARD BUTT JOINTS (3' EACH SIDE OF BUTT JOINT); INSTALL RC CHANNEL 91T)' BATTINSULATION OPPOSITE OF WALLBOARD JOINTS TPO ROOFING MEMBRANE OVER (1) LAYERS 5I8'TYPE 'C' GYP. BD. CONT. SEALANT 1' O W TOP PLATE OSB SHEATHING AS REWIRED FOR SHEAR: .jO OSB SHEATHING AS REQUIRED FOR SHEAR, PROTECTIIXJ BOARD W HERE RED'D; RE: STRUCTURAL (1) LAYER 51V TYPE W GYP. BD. F- W 312' BATT INSULATION UNIT UNIT RE: STRUCTURAL UNIT DEMISING AT UPPER FLOORS - PERPENDICULAF SLOPED W Q= AIRSPACE W , lF—^ V! OO =U W _ W 0 > �M (1) LAYER Sl0' TYPE W GYP. BD, rW V ROOF SHEATHING; RE: STRUCTURAL � E� SOF C040 0 N 037 4 �SFD ARC`F. 03.25.2021 No. Data Now 01211M FEPAITSUBMITTK 1 1200 REYJ TTK1KNMERFEV 0 BASE TRIM - UVIA mg DJV ISOLATION STRIP PER MANUF. SPEC. DMB Date 08.28.2020 Job Number 218094 Derimn By RB JT CT CIIxME By DMB Tide COM. SEALANT FIRE PROTECTION DETAIL S SUnew7=8a2 1114' GYP -CRETE TOPPING ON 114' ACOUSTICAL SOUND MAT RYAN B I 314' FLOOR SHEATHING; RE: STRUCTURAL 1EATHING AS REQUIRED FOR SHEAR: RUCNRAL NSULATION PER ASSEMBLY ENT CHANNEL (RC DELUXE), FILL CAVITY WITH BLOWITN INSULATION .LED AT IV O.C. AND PER ASSEMBLY 1I 1111 1 ROOF TRUSS, RE: STRUCTURAL ER 5A8" TYPE 'r GYP, BD. 2x WOODBLOCKINGASRED'D ED 2X SILL PLATE SET ON SILL -. RESI VENTCHANNEL, INSTALLED AT iT OZ.; R, W/ANCHM BOLT- RE: (2) COURSES OF RC CHANNEL 6' O.C. OF TUB L, BUTT JOINTS G' EACH SIDE OF BUTT JOINT) FLOOR TRUSS: RE: STRUCTURAL RYAN B RIM SEALANT (1) LAYERS WB' TYPE C' GYP. BD.BATT INSULATION tETE FOUNDATION. RE: STRUCTURAL -------------- -------------- RESRJENTCHANNEL. INSTALLED AT I2' O.C. (2) COURSES OF RC CHANNEL 6' O.L. OF I BUTT JOINTS (3' EACH SIDE OF BUTT JOINT) �. COM. SEALANT (1) LAYERS SAO' TYPE C' GYP. BD. 2x8 TOP PLATE _______ 2x WOOD FRAMING; RE: STRUCTURAL BARRIER OSB SHEATHING AS REWIRED FOR SHEAR: RE: STRUCTURAL sz COM. SEALANT ''.L GAS PERMEABLE LAYER(1) LAYER 518' TYPE W GYP. BD. 2x8 TCP PLATE OSB SHEATHING AS REWIRED FOR SHEAR; 2x WOOD FRAMING; RE: STRUCTURAL RESTRUCTURAL : 2x WOOD FRAMING; RE: STRUCTURAL OSB SHEATHING AS REWIRED FOR SHEAR; 1, RE: STRUCTURAL AIRSPACE 3112' BATF INSULATION (1) IAYER SIB' TYPE W GYP. BD. 312' BATT INSULATION UNIT UNIT UNIT UNIT = 1'-U" % � / 3"= UNIT UNIT 312' BATT INSULATION 1' DEB SHEATHING AS REQUIRED FOR SHEAR; PIRSPAC RE: STRUCTURAL (1) LAYER WB' TYPE W GYP. BD. BASE TRIM ISOLATION STRIP PER MANUF. SPEC. CONT. SEALANT 1 114' GYP -CRETE TOPPING ON 114' ACOUSTICAL SOUND MAT X314' FLOOR SHEATHING: RE: STRUCTURAL UNIT A UNIT 312' BATT INSULATION DEB SHEATHING AS REQUIRED FOR SHEAR; RE: STRUCTURAL '(1) IAYER 518' TYPE D(' GYP. BD. TREATED 2X SILL PLATE SET ON PROTELTO WRAP SILL SEALER, OR APPROVED EQUIVALENT Wl ANCHOR BOLT - RE: STRUCTURAL BASE TRIM -CONT. SEALANT STRUCTURAL LAYER TRUSS, RE: STRUCTURAL 111 f** 3112' BATT INSULATION KEPHART RESILIENT CHANNEL, INSTALLED AT 12' O.C.', community • planning •architecture 25M WAWOTSTREET DENVER, COLORADO SIMS xxw.bpM1enmm (2) COURSES OF RC CHANNEL 6.O.C. OF WALLBOARD BUTT JOINTS (3' EACH SIDE OF BUTT JOINT); INSTALL RC CHANNEL OPPOSITE OF WALLBOARD JOINTS MLU (1) LAYERS 5I8'TYPE 'C' GYP. BD. CONT. SEALANT LL00 O W TOP PLATE 2x WOOD FRAMING; RE: STRUCTURAL .jO OSB SHEATHING AS REQUIRED FOR SHEAR, RE: STRUCTURAL (1) LAYER 51V TYPE W GYP. BD. F- W 312' BATT INSULATION UNIT UNIT UNIT DEMISING AT UPPER FLOORS - PERPENDICULAF Q W Q= (n C/5 UNIT A UNIT 312' BATT INSULATION DEB SHEATHING AS REQUIRED FOR SHEAR; RE: STRUCTURAL '(1) IAYER 518' TYPE D(' GYP. BD. TREATED 2X SILL PLATE SET ON PROTELTO WRAP SILL SEALER, OR APPROVED EQUIVALENT Wl ANCHOR BOLT - RE: STRUCTURAL BASE TRIM -CONT. SEALANT STRUCTURAL LAYER 111 f** ■ KEPHART community • planning •architecture 25M WAWOTSTREET DENVER, COLORADO SIMS xxw.bpM1enmm U) Z MLU 55 LL00 O .jO F- W W LCL( Q W Q= (n C/5 W , lF—^ V! OO =U W _ W 0 > �M rW V � E� SOF C040 0 N 037 4 �SFD ARC`F. 03.25.2021 No. Data Now 01211M FEPAITSUBMITTK 1 1200 REYJ TTK1KNMERFEV 0 UVIA mg DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Derimn By RB JT CT CIIxME By DMB Tide FIRE PROTECTION DETAIL S SUnew7=8a2 4•a' 4w^ 111 UNIT., UNIT KEPHART 4•.p• q•-0" NOTE: WALL IS CONSTRUCTED AS FIRE UNIT STAIR FRTNOOPENINGS Z FRTNOOPENINGB W (2)LAYER31"GYP. SHAFTLINER PER MM FRi NOOPENINGS FRT NOOPENINGB BARRIER, NOT FIRE WALL. B LL O 00 ASSEMBLY CON INUATON TO ROOF SHEATHING IO LL1 w — — — — — — — — — — — — — — Q LLI1QI lW^ V! F— U) OOW =U OSB SHEATHING AS REWIRED FCR SHEAR; _ W 0 > 1 1' .Y 1" �M gSSEMBLY INSTALL PER RE: STRUCTURAL SOF C040 U N S S MANUFACTURERS SPECIFICATIONS MANUFACTURERS 03.25.2021 No. Date Nave MI FEPAITSUBMITTK ASPHALT SHINGLES; INSTALL PER I LAYER Gra TYPE "X" GYP. BD. INS `eymng OR MANUFACTURER'S SPECIFICATIONS D 00 1 O LAYER &8' TYPE "X' GTP. BD. mg (1) LAYER 30M ROOFING(1) FING FELT Pmgd Oeeigner DMB Daum 08.28.2020 Job Number 218094 Drinerin By RB IT CT CI xME By DMB UNDERLAYMENT 312' BATT INSULATION FIRE PROTECTION DETAILS (1) LAYER SOp ROOFING FELT 312' BATT INSULATION (-------) MELT AWAY ALUMINIUM CLIPS RYAN BNit UNDERLAYMEM " MELT AWAY ALUMINIUM CLIPS RYAN _ ROOF SHEATHING, FIRE -RETARDANT- BASE TRIM (-------) BASE TRIM TREATED WOOD FORA DISTANCE OF 4•-0" ON BOTH SIDES OF THE FIRE WALL PER IBCISOIANON STRIP PER MANUF. SPEC. ROOF SHEATHING: RE: STRUCTURAL 2018 SEC. 708.5.1 EXCEPTION 4 METPL (:STUD ATTACHMENT SAP GYPCRETE TOPPING 11/4" GYP -CRETE TOPPING ON 1/4' GHAFT LINER TO TERMINATE AT ROOF ACWSTCAL SOUND MAT MELTAWAY ALUMINIUM CUPS Nip S/4" FLOIX2 SHEATHING: RE: STRUCTURAL DECK, SEAL WITH 2 -HR RATED SAFINGI.it 1^ MINERAL WOOL FIRE STOPPING AT TOP 3l4' FLOOR SHEATHING: RE: STRUCTURAL AND BOTTOM FLOOR PLATES METAL C-STUDATTACHMENT MELT AWAY ALUMINIUM CLIPS IN 2x TOP PLATE II I -i MELT AWAYALUMINIUM CLIPS (2) LAYERS I- GRIP. SHAFTLINER PER it,(2) LAYERS 1"GYP. SHAFTLINER PER I I"- ASSEMBLY ASSEMBLY _ROOF TRUSS. RE: STRUCTURAL ROOF TRUSS, RE: STRUCTURAL WOOL FIRE STOPPING AT TOP iII1"MINERAL V MINERAL WOOL FIRE STOPPING AT TOP AND BOTTOM FLOOR PLATES AND BOTTOM FLOOR PLATES MIN. R-30 BATT INSULATON PER ENERGY METAL HSTUD ATTACHMENT MIN. R-30 BATT INSULATION PER ENERGY - METAL HSTUD ATTACHMENT MODEL TRUSS, RE: STRUCTURAL MODEL - RESILIENTCHANNEL, INSTALLED AT 17 OC.; (2)LAYERS I" GYP. SHAFTLINER PER COURSES OF RC CHANNEL W OiC. OF I IN ASSEMBLYIt 1 LAYER 5B'TTPE "X'GYP. BO. /—Q) BUTT JOINTS (Y EACH SIDE OF SUIT JOINU 1"MINERAL WOOL FIRE STOPPING ATTOP CONT. SEALANT AND BOTTOM FLOOR PLATES(1) LAYERS SIB" GYP. BO. - (1) LAYERS SIB' TYPE C' GYP. BD. 3112' BATT INSULATION ----- ------- RESIUENT CHANNEL, INSTALLED AT 17 O.C.; It (2) COURSES OF RC CHANNEL B' O.C. OF 1 ( ) LAYER 518- TYPE NX- GYP. BD. WALLBOARD BUT JOINTS (3' EACH SIDE OF BUTT JOINT); INSTALL NO CHANNEL LONi. SEALANT OSB $HEATHINGAS REQUIRED FOR SHEAR', OPPOSITE OF WALLBOARD JOINTS RE: STRUCTURAL COM. SEALANT IN (1) LAYERS 59"TYPE C' GYP. BD. - N WOOD FRAMING: RE'. STRUCTURAL 912' BATT INSULATION (1) LAYER SIB" TYPE "%"GYP. BD. (1) LAYER SIB" TYPE 'r GYP. BD. e (1)LAYER US- TYPE "%'GYP. BD. OSB SHEATHING AS REQUIRED FOR SHEAR:IN- RE:STRUCTURAL 1 1 1"�; 1" MELT AWAY ALUMINIUM CLIPS RYAN / 1' (2) LAYERS GYP. SHAFT.INER PER COM. SEAU3NT gSSEMBLY MELT AWAY ALUMINIUM CLIPS 9t TOP PLATE 31/2' BAT INSULATION 2rc WOOD FRAMING: RE'. STRUCTURAL (1) LAYER SIB" TYPE "J(" GYP. BD. INN, I- 31/2' B4Ti INSULATION OSB SHEATHING AS REQUIRED FOR SHEAR, RE: STRUCTURAL OSB SHEATHING AS REQUIRED FOR SHEAR: MELT AWAY ALUMINIUM CLIPS RE: STRUCTURAL 31/2' BATT INSULATION IN (1) LAYER SIB" TYPE "X" GYP. BD. UNIT UNIT UNIT UNIT UNIT STAIR UNIT STAIR FIRE WALL/UNIT AT ROOF FIRE WALL/UNIT AT UPPER FLOORS EXIT ENCLOSURE/UNIT AT ROOF EXIT ENCLOSURE/UNIT AT UPPER FLOORS $ 6 4 2 3.•_1.1 310=11.010 3.•_1•_01• 310=11.010 4'o w^ FRT NOOPENINES FRTN O OPENINGS ASPHALT SHINGLES; INSTALL PER MANUFACTURER'S SPECIFICATIONS (1) IAYER 3UN ROOFING FELT UNDERLAYMENT —) ROOF SHEATHING, RA DISTANCE OF TREATED WOOD FOR OF R IB ON BOTH SIDES OF THE FIRE WALL PER IBC E FIRE WALL 2018 BEL. ]08.5.1 EXCEPTION SHAFT LINER TO TERMINATE AT ROOF DECK. SEAL WITH 2 -HR RATED SAFING METAL C -SND ATTACHMENT MELT AWAY ALUMINIUM CLIPS IN UNIT UNIT UNIT STAIR (1) LAYER 5I0'ttPE "X' GYP. BO. 3112' BATT INSULATION OSB SHEATHINGAS REOUIRED FOR SHEAR: OSB SHEATHING AS REQUIRED FOR SHEAR; RE: STRUCTURAL IN (2)1"GYP. SHAFTLINER PER RE: STRUCTURAL 3No' BATT INSULATION ASSEMBLYSEMBLY IN IN (1) LAYER WTYPE "%" GYP. BD. (1) LAYER &8' TYPE "X' GTP. BD. ROOF TRUSS, RE: STRUCTURAL (2) LAYERS 1"GTP. SHAFTLINER PER (2) LAYERS 1' GTP. SHAFRINER PER 1' MINERAL WOOL FIRE STOPPING AT TOP ASSEMBLY ASSEMBLY ANBOCM FLOM PLATES D T _ METPL GSTUD ATTACHMENT RYAN B - METAL CSTUD ATTACHMENT RYAN B MIN. R-30 BAT INSULATON PER ENERGY MODEL TREATED 2X SIU- PLATE SET ON PROTECTO TREATED 2E( SILL PLATE SET ON PROTECTO WRAP SILL SEALER. OR APPROVED WRAP SILL SEALER. OR APPROVED EQUIVALENT IN/ANCHOR BOLT - RE: EQUIVALENTW/ANCHOR BOLT - RE: IN STRUCTURAL STRUCTURAL BASE TRIM BASE MIM (1) LAYERS SIB' GYP. BD. COM. SEALANT CONT. SEALANT I tier IN CONCRETE FOUNDATION. RE: STRUCTURAL I CONCRETE FOUNDATION. RE: STRUCTURAL Iie ° :a" CONT. SEALANTf IN. & WOOD FRAMING: RE'. STRUCTURAL ` A °' IN 11 1.: (I)L4YER SIB"TYPE'%" GYP. BO. 1 1• •1:. `1. 1• MELT AWAY ALUMINIUM CLIPS RYAN a. S',•: }3 N. 114 2x WOOD FRAMING; RE: STRUCTURAL P I I IN VAPOR BARRIER SHEATHING AS REQUIREDFOR SHEAR: �l.M •4, VAPOR BARRIERIN °. NNI RE: STRULTURPL9 °' I 9 --.-_—(1)LAYER • .• :a ._ •' . SR"TPE'X"GYP . BD. UNIT STAIR 111 �� ■ KEPHART community • planning •architecture 25M WALNUT STREET OENVER,LCLOMDO PoMS xxw.bpM1enmm U) Z W MM 5\/ B LL O 00 I— IO LL1 w LL Q LLI1QI lW^ V! F— U) OOW =U _ W 0 > �M CW V � SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 No. Date Nave MI FEPAITSUBMITTK I INS `eymng OR D 00 mg �: DJV Pmgd Oeeigner DMB Daum 08.28.2020 Job Number 218094 Drinerin By RB IT CT CI xME By DMB Me FIRE PROTECTION DETAILS 7-883 UA B71HiHiiY WOOL FIRE STOPPING AT ITTOM FLOOR PLATES V GYP. SHAFTUNER PER .< METAL C -STUD ATTACHMENT PRE -CAST CONCRETE, 2 -HR FIRE WALL; RE: STRUCTURAL f STAIR 3 UNIT 1- MINERAL WOOL FIRE STOPPING AT TOP AND BOTTOM FLOOR PLATES (2) LAYERS 1' GYP. SHAFTLINER PER ASSEMBLY METAL CSTUD ATTACHMENT EXTERIOR NON COMBUSTIBLE SHEATHING HER RESISTIVE BARRIER FINISH; RE: ELEVATIONS UNIT 3" = 1'-0" UNIT PATIOMALCONY UNIT PATIO/BALCONY 3" - l'-0" VOOL FIRE STOPPING AT TOP I FLOOR PLATES "GYP. SHAFTANER PER IUATTACHMENT SISTIVE BARRIER : RE: ELEVATIONS AEATHING; RE: STRUCTURAL 111 �� ■ KEPHART community • planning • architecture 25M WAWOT STREET DENVER, COLORADO MMS xw ,mmmw, U) Z W M M _j00 0 .jO F_ w LU p Q F� QQ w Q= LU ) L1J V) OO =U LU _ W 0 > W �M ' ^ V M SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 0828.ID FEPAITSUBMITTK Y r n D mg r DJV Pmgd Designer DMB 08.28.2020 Job Number 218094 Drinei By FCh�By RB JT CT DMB ECTION DETAILS Shea Number A7=8e4 UNIT CORRIDOR A BATT INSULATION PER ASSEMBLY AMENITY R➢HIH1➢ CORRIDOR I LAYER &8' TYPE "X' GTP. 80 IOLATION STRIP PER MANUS. SPEC. ONT. SEALANT 12'GYPORETETOPPING 'N" FLOOR SHEATHING: RE: STRUCTURAL 2x FLOCK JOIST SHALL BE FRAMED FROM CORRIDOR WALL TO CORRIDOR WALL LIMLIING THE AREA OF CONCEALED SPACES FORMED BETWEEN JOISTS. FIRE SPRINKLERS NOT RED'D WHIN THESE CONCEALED SPACES PER NEPA 13 SECTION 8.15]26 WHICH ALLOWS AREAS UP TO 160 FT WHEN CEILING APPLIED DIRECTLY TO JOISTS "X'GYP. BD. 518'TYPE 'X" GYP. BD. BraEr.Nue'e R INSULATION PER ASSEMBLY LAYERS 5B' TYPE' O' GYP. BD. TAIL STUD FRAMING, SPACE PER SEMBLY LAYERS SIB' TYPE 'C' GYP. BD. FASTEN CLEAT WITH COPING NAIL AND OPRENE WASHER. B" GG. ! 4 �Iffllld APARTMENTS FASTENER.12' O.C.11/2' DOWN J REAR FACE SHED METAL PARAPET CAP IR SHEATHING; RE: STRUCTURAL HOF MEMBRANE; INSTALL PER MFR. PLATE AND FASTENER AT 12' O.C. DOWN PERIMETER OF TRUSS TO TOP PLATE, VAPOR BARRIER PER IBC 2818, TABLE 1203: INSTALL PER MFR SPECS PRE -CAST CONCRETE, 2 -HR FIRE WALL; RE: ( ------------------------- ) 2' MINERAL WOOL FIRE STOPPING AT TOP AND BOTTOM FLOOR PLATES: PER 718.21(]) STRUCTURAL BLOWN -IN INSULATION OPPOSITE OF WALLBOARD JOINT 11) LAYERS 618' TYPE 'C' GYP. BD. PLATE FRAMING,SPACEPER 5B"TYPEL'GYP. BD. GARAGE GARAGE IO11121111H1q APARTMENTS APARTMENTS CONCRETE TOPPING. SLOPE TO ST CONCRETE DOUBLE 'TO iOLATION STRIP PER MANUS. SPEC. ONT. SEALANT 10GYPCRETETOPPING FLOCK SHEATHING; RE: STRUCTURAL 2x FLOOR JOIST SHALL BE FRAMED FROM CORRIDOR WALL TO CORRIDOR WALL LIMITING THE AREA OF CONCEALED SPACES FORMED BETWEEN JOISTS. FIRE SPRINKLERS NOT REO'D WHIN THESE CONCEALED SPACES PER NFPA 13 SECTION 015.1.26 WHICH ALLOWS AREAS UP TO 160 FT WHEN CEILING APPLIED DIRECTLY TO JOISTS RE' B SHEATHING AS REQUIRED FOR SHEAR', '.STRUCTURAL IAYER 518' TYPE OX' GYP. BD. TAL STUD FRAMING, SPACE PER BEMBLY LAYERS 51B' TYPE C' GYP. BD, dIN. CONCRETE 111 •I NG: SLOPE TO APARTMENTS GRAIN :ASTCONCRETE - DWBLET U) A AMENITY CORRIDOR Z GARAGE W i y MM APARTMENTS 'a 5\/ CL O S SIDING,INSTALLPER CANUF. 14 1 �O I— L SEEM; MANUS. SPECS: RE: ELEVATIONS FOR Ok �0 LCL( 41 Q W Q= EXPOSURE �+ , v ! M l�^^ PRE -CAST CONCRETE, 2 -HR FIRE WALL: RE: At =U PROVIDE 1 -HR FR EXTERIOR _ W 1w 4 > STRUCTUML �M� t WALL ABOVE CONCRETE .64 q.' 4. SELF -ADHERED FLASHING INSTALLED PER I •; 2„ 16 SOF CO4O " J 16 16 MFR. SPECS 037 4 �SFD ARC`S. 03.25.2021 No. DatekSUBM�k FOUNDATION. FNOATION. RE: STRUCTURAL MM WALL PER 2018 IBC, 706.6.1 61 :, AIRSPACE WEATHER RESISTIVE BARRIER' ." A. f DJV Pmgd Designer DMB One 08.28.2020 um ar 218094 VAPOR BARRIER l ".M1•. CIIxME By DMB STARTER STRIP; CAPS AT 16" OG FOR GARAGE �Iffllld APARTMENTS FASTENER.12' O.C.11/2' DOWN J REAR FACE SHED METAL PARAPET CAP IR SHEATHING; RE: STRUCTURAL HOF MEMBRANE; INSTALL PER MFR. PLATE AND FASTENER AT 12' O.C. DOWN PERIMETER OF TRUSS TO TOP PLATE, VAPOR BARRIER PER IBC 2818, TABLE 1203: INSTALL PER MFR SPECS PRE -CAST CONCRETE, 2 -HR FIRE WALL; RE: ( ------------------------- ) 2' MINERAL WOOL FIRE STOPPING AT TOP AND BOTTOM FLOOR PLATES: PER 718.21(]) STRUCTURAL BLOWN -IN INSULATION OPPOSITE OF WALLBOARD JOINT 11) LAYERS 618' TYPE 'C' GYP. BD. PLATE FRAMING,SPACEPER 5B"TYPEL'GYP. BD. GARAGE GARAGE IO11121111H1q APARTMENTS APARTMENTS CONCRETE TOPPING. SLOPE TO ST CONCRETE DOUBLE 'TO iOLATION STRIP PER MANUS. SPEC. ONT. SEALANT 10GYPCRETETOPPING FLOCK SHEATHING; RE: STRUCTURAL 2x FLOOR JOIST SHALL BE FRAMED FROM CORRIDOR WALL TO CORRIDOR WALL LIMITING THE AREA OF CONCEALED SPACES FORMED BETWEEN JOISTS. FIRE SPRINKLERS NOT REO'D WHIN THESE CONCEALED SPACES PER NFPA 13 SECTION 015.1.26 WHICH ALLOWS AREAS UP TO 160 FT WHEN CEILING APPLIED DIRECTLY TO JOISTS RE' B SHEATHING AS REQUIRED FOR SHEAR', '.STRUCTURAL IAYER 518' TYPE OX' GYP. BD. TAL STUD FRAMING, SPACE PER BEMBLY LAYERS 51B' TYPE C' GYP. BD, GARAGE 111 �� APARTMENTS KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLOM MMS xxw.bpM1enmm U) A AMENITY CORRIDOR Z GARAGE W MM APARTMENTS 5\/ CL O SIDING,INSTALLPER CANUF. �O I— L SEEM; MANUS. SPECS: RE: ELEVATIONS FOR w �0 LCL( Q Q W Q= EXPOSURE �+ , v ! M l�^^ PRE -CAST CONCRETE, 2 -HR FIRE WALL: RE: OOLU =U PROVIDE 1 -HR FR EXTERIOR _ W 0 > STRUCTUML �M� WALL ABOVE CONCRETE SELF -ADHERED FLASHING INSTALLED PER I •; 2„ SOF CO4O " J MFR. SPECS 037 4 �SFD ARC`S. 03.25.2021 No. DatekSUBM�k FOUNDATION. FNOATION. RE: STRUCTURAL MM WALL PER 2018 IBC, 706.6.1 :, AIRSPACE WEATHER RESISTIVE BARRIER' ." MP r DJV Pmgd Designer DMB One 08.28.2020 um ar 218094 VAPOR BARRIER RB JT CT CIIxME By DMB STARTER STRIP; CAPS AT 16" OG FOR FIRE PROTECTION DETAILS LA7-8.5 ' DRAINAGE; INSTALL 10 UP FROM BOTTOM ( -) OFSIDING.TYP. R-21 BATT INSULATION PER ENERGY BATT INSULATION PERASSEMBLY < REQUIREMENTS GALVANIZED METAL FIASHING; OVERLAP (1)1AYER &8' TYPE "X' GTP. BD. SEAMS J' ANO FULLV SEAL CEAMS; COLOR OSB SHEATHINGAS REQUIRED FOR SHEAR; TO MATCH FIELD RE: STRUCTURAL TREATED 2X SILL PLATELET SILL SELFADHEREDFLASHING INSTALLED PER 1 (1)1 YER SAV TYPE OX' GTP. BD. E STRICT W/ ANCHOR BOLT - RE: MFR. SPEC'S STRUCTURAL d - �d•'_ TREATED 2X SILL PLATE SET ON SILL (— — — — —) SEALER, W1 ANCHOR BOLT - RE: BASE TRIM EXTERIOR NON COMBUSTIBLE SHEATHING STRUCTURAL CONT. SEALANT SLOPE WOOD SHIM S•, y BASETRIM 2x WOOD BLOCKING A CONT. SEALANT CONCRETE FOUNDATION. RE: STRUCTURAL COMPRESSIBLE EXPANSION JOINT. WIDTH 8 Ow RAL CONCRETE FOUNDATION, RE: STRUCTURAL INSTALLATION PER MFR WRITTEN -7717.A r 19 LAYER 5/9'TYPE'%'GYP. BD. a d T71R"ABV V PLATE HOT— OSB SHEATHING AS REQUIRED FOR SHEAR; RE: STRUCTURAL , Or 600 r r R-21 BATT INSULATION PER ENERGY CONCRETE FOUNDATION. RE: STRUCTURAL • " REQUIREMENTS r I 6 •, EXT E SIB' TYPE (1) LAYER ERIOR GRAD'X' ` GYP. BD. VAPOR BARRIER Y .. VAPOR BARRIER 1 III— 1. PRE -CAST CONCRETECTURAL , 2 -HR FIRE WALL; RE; —III— STRUCTURALSTRU '' _ _ 666 III=III =1 II=III=q1OIII .: q=III= 1 OCCUPANCY SEPARATION AT SLAB %1 FIRE WALL AT STEPPED BUILDING %\ GARAGE SEPARATION AT SLAB 111 �� ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLOM MMS xxw.bpM1enmm U) Z W MM 5\/ CL O 00 �O I— L w �0 LCL( Q Q W Q= Lu �+ , v ! M l�^^ V! OOLU =U _ W 0 > W �M� V SOF CO4O J N 037 4 �SFD ARC`S. 03.25.2021 No. DatekSUBM�k MM MP r DJV Pmgd Designer DMB One 08.28.2020 um ar 218094 RB JT CT CIIxME By DMB The FIRE PROTECTION DETAILS LA7-8.5 GARAGE 6 BALCONY AT ROOF 3,. = 1 -O" APARTMENTS GARAGE VAPOR BARRIER 'X' GYP. BD. CONT. SELANT TREATED 2J( SILL PLATE SET ON SILL SEALER, WI ANCHOR BOLT -RE: STRUCTURAL PRE -CAST CONCRETE. 2 -HR FIRE WALL: RE: STRUCTURAL COMPRESSIBLE EXPANSION JOINT, WIDTH & 4 BALCONY AT UPPER FLOORS -DRIP THRU 3.=1.0„ '2\ OCCUPANCY SEP. AT DEMISING AT UPPER FLOORS PATIO UNIT A MAIL/CREATIVE o f, g. t'• ' x i I fl r II -I -_ -111, A. :,,111 111 3 BALCONY AT SLAB 3" = 1'-0" R 21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING: RE: STRUCTURAL WEATHER RESISTIVE BARRIER STARTER STRIP: GAPS AT 16' O.C. FOR DRAINAGE; INSTALL I2' UP FROM BOTTOM OF SIDING, TYP. CEMENTITIOUS LAP SIDING, INSTALL PER MANUF. SPECS; RE: ELEVATIONS FOR EXPOSURE TREATED 2X SILL PLATE SET ON SILL FOUNDATION. RE: STRUCTURAL BARRIER UNIT THICKNESS PERBCM.2.1.3.1VN 111 GRAVEL GAS PERMEABLE LAYER FLASHING 3' MIN. CONCRETE TOPPING SLOPE TO DRAIN community • planning • architecture SEALANT& EXPANSION JOINT PER MFR. U) Loa PIE -CAST CONCRETE DOUBLET CONCRETE FOUNDATION. RE: STRUCTURAL Z R'} LONC FOUNDATION WALL, RE: STRULT � '2\ OCCUPANCY SEP. AT DEMISING AT UPPER FLOORS PATIO UNIT A MAIL/CREATIVE o f, g. t'• ' x i I fl r II -I -_ -111, A. :,,111 111 3 BALCONY AT SLAB 3" = 1'-0" R 21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING: RE: STRUCTURAL WEATHER RESISTIVE BARRIER STARTER STRIP: GAPS AT 16' O.C. FOR DRAINAGE; INSTALL I2' UP FROM BOTTOM OF SIDING, TYP. CEMENTITIOUS LAP SIDING, INSTALL PER MANUF. SPECS; RE: ELEVATIONS FOR EXPOSURE TREATED 2X SILL PLATE SET ON SILL FOUNDATION. RE: STRUCTURAL BARRIER 12'O.C, C. DF SIDE OF ISHEAR; (1) LAYER Fila' TYPE -r GYP. BD. TREATED 2X SILL PLATE SET ON SILL SEALER, W) ANCHOR BOLT - RE: FROM SEALANT STRUCTURAL 111 �� ■ KEPHART community • planning • architecture 25M WAwuT STREET DENVER, COLORADO mors U) Z MLU it 1 0 �O � LLi w LCL( Q Q W Q= lLuu V! lF—^ V! OOLu =U > _ ;141J. 0 > SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. Data Now 0828.ID FEPAITSUBMITTAL OR D 0 Ng DJV Progd Designer DMB Date 08.28.2020 N 218094 Derman By RB JT CT ' DMB The FIRE PROTECTION DETAILS Sheet Number ,ill41. A7-846 .. - I A.III-III - III III -III II-III-III-111PI` I -III -II 'III 12'O.C, C. DF SIDE OF ISHEAR; (1) LAYER Fila' TYPE -r GYP. BD. TREATED 2X SILL PLATE SET ON SILL SEALER, W) ANCHOR BOLT - RE: FROM SEALANT STRUCTURAL 111 �� ■ KEPHART community • planning • architecture 25M WAwuT STREET DENVER, COLORADO mors U) Z MLU _j00 0 �O � LLi w LCL( Q Q W Q= lLuu V! lF—^ V! OOLu =U _ Lu 0 > SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. Data Now 0828.ID FEPAITSUBMITTAL OR D 0 Ng DJV Progd Designer DMB Date 08.28.2020 Job Number 218094 Derman By RB JT CT Chimed By DMB The FIRE PROTECTION DETAILS Sheet Number A7-846 rnoolnnD eTAID EXIT ENCLOSURE/CORRIDO C 5 3"=1toe R PER D. RYAN B TRUCTURAL I D. R PER TPO GALVANIZED METAL COLINTERFLASHING WITH HEMMED EDGE; OVERLAP SEAMB C AND FULLY SEAL SEAMS TOO ROOFING MEMBRANE OVER PROTECTION BOARD WHERE RECD; SLOPED UNIT EXIT E �4 3.,_ 1' I 1-IFT.I 1' STAIR NOTE: WALL IS CONSTRUCTED AS FIRE BARRIER, NOT FIRE WALL CONTINUATION TO ROOF SHEATHING CRUCIAL FOR CONTINUITY '1 Br1TT INSULATION PER ENERGY OUIREMENTS SILL PLATE iOF SHEATHING; RE: STRUCTURAL TALGSTUDATTACHMENT MIN. R-30 BATT INSULATION PER ENERGY MODEL RESILIENT CHANNEL, INSTALLED AT iT O.L.; B 2UIT JOINTS (3S' EACHSISIX OF BUTT JOINT) (1) LAYERS 510' TYPE C' GYP. BE. JNT. SEALANT ROOF TRUSS, RE: STRUCTURAL OSB SHEATHING AS REQUIRED FOR SHEAR, RE: STRUCTURAL V MINERAL WOOL FIRE STOPPING AT TOP AND BOTTOM FLOOR PLATES MELT AWAY ALUMINIUM CLIPS 2x TOP PLATE (1) LAYER WS" TYPE -)C GYP. BD. 312' BATT INSULATION METAL H STUD ATTACHMENT 1" NOTE: WALL IS CONSTRUCTED AS FIRE BARRIER, NOT FIRE WALL. CONTINUATION TO ROOF SHEATHING CRUCIAL FOR CONTINU ITY ASPHALT ROOF SHINGLES: INSTALL PER MFR. SPECS (1) LAYER 300 ROOFING FELT UNDERLAYMENT ICE AND WATER SHIELD TO EATEND UP ROOF SHEATHING TO 241 HORIZONTAL FROM INSIDE FACE OF SND RODS' SHEATHING: RE: STRUCTURAL SHAFT LINER TO TERMINATE AT ROOF DECK. SEAL WITH 2 -HR RATED SWING LAYERS 1' GYP. SHAFTLINER PER SEMBLY: FIRE BARRIER MINERAL WOOL FIRE STOPPING AT TOP ID BOTTOM FLOOR PLATES N. R-30 BATT INSULATION PER ENERGY JNT. SEALANT ) LAYER 518' TYPE '%' GYP. BD. ELT AWAY ALUMINIUM CLIPS RYAN B 12' BATT INSULATION OVER FRAME V STAIR ("-)1 EXIT ENCLOSURE/UNIT AT RAISED ROOF \ � 1 3.. - 1.-C,. UNIT STAIR ) LAYER 51V TYPE W GYP. BD SB SHEATHING AS REQUIRED FOR SHEAR e: STRUCTURAL LAYERS 1' GYP. SHAFRINER PER SSEMBLY: FIRE BARRIER 12' BATT INSULATIGPo ) LAYER WV TYPE W GYP. BD. STRUCTURAL % p.. 111 ,, ■ KEPHART community • planning aarchilacturs 2555 WAWOT STREET DENVER, COLORADO PoMS x ImmM1enmm U) Z W MM 5\/ LL O 00 .jO F- Lu w LL Q W Q= Lu M! 11- V! OO =U w W 2 0> W �ci ' ^ V M EDF CO4O B N r 03.25.2021 No.N�TSUBM�k RL uV1 mNDJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Dreem By RB JT CT CWbkmJBy DMB The FIRE PROTECTION DETAILS Sheet Number A6-2.5 A7sl iA L: I 1. 14 14 t 41 B.^ It 9 ) LAYER 51V TYPE W GYP. BD SB SHEATHING AS REQUIRED FOR SHEAR e: STRUCTURAL LAYERS 1' GYP. SHAFRINER PER SSEMBLY: FIRE BARRIER 12' BATT INSULATIGPo ) LAYER WV TYPE W GYP. BD. STRUCTURAL 111 ,, ■ KEPHART community • planning aarchilacturs 2555 WAWOT STREET DENVER, COLORADO PoMS x ImmM1enmm U) Z W MM 5\/ LL O 00 .jO F- Lu w LL Q W Q= Lu M! 11- V! OO =U w W 2 0> W �ci ' ^ V M EDF CO4O B N 037 4 �SFD ARC`S'. 03.25.2021 No.N�TSUBM�k RL mNDJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Dreem By RB JT CT CWbkmJBy DMB The FIRE PROTECTION DETAILS Sheet Number A6-2.5 A7sl MO ROOF MEMBRANE: INSTALL PER MFR. —SPECS TO WRAP OVER AND DOWN WALL MIW2- I-------------------------) _FASTEN CLEAT WITH COPING NAIL AND NEOPRENE WASHER, 6.00. —WEATHER RESISTIVE BARRIER COPING FASTENER, 12.00, 112" DOWN FROM TO REAR FACE EXTERIOR SHEATHING: RE: STRUCTURAL (1) LAYER EXTERIOR GRADE 516" TYPE'X' FILL CAVITY WITH BLOWN IN INSULATION R-21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING: RE: STRUCTURAL —WEATHER RESISTIVE BARRIER ( CEMENTITIQUS LAP SIDING. INSTALLP —MANUF. SPECS: RE: ELEVATIONS FOR EXPOSURE 3" = 1'-0" CORRIDOR CORRIDOR RATE[ 2 3"_ 1 r Orr EXTERIOR 1 U2-GYPCRETETWPING ISCRATION STRIP PER MANUF. SPEC. 314- FLOOR SHEATHING: RE: STRUCTURAL & FLOOR JOIST SHALL BE FRAMED FROM CORRIDOR WALL TO CORRIDOR WALL LIMITING THE AREA OF CONCEALED SPACES FORMED BETWEEN JOISTS. FIRE SPRINKLERS NOT REO'D WIN THESE CONCEALED SPACES PER NFPA 13 SECTION 8.15.1.2.6 WHICH ALLOWS AREAS UP TO 160 FT WHEN CEILING APPLIED DIRECTLY TO JOISTS (2) LAYERS 5'8" TYPE" GYP. BD COM. SEALANT -FLOCK TRUSS; RE: STRUCTURAL CEMENTITIOUS LAP SIDING. INSTALL PER -MANUF. SPECS; RE: ELEVATIMS FOR EXPOSURE -WEATHER RESISTIVE BARRIER ) (1) LAYER EXTERIOR GRACE TYPE W GYP. SO. -EXTERIOR SHEATHING; RE: STRUCTURAL R-21 BATT INSULATION PER ENERGY REWIREMENTS METAL STUD FRAMING, SPACE PER ASSEMBLY (1) LAYER SIB" TYPE W GYP. BD, FIREWALL RA EXTERIOR 1HR I FOR FIRE FIROM EACH SIETED CORRIDOR EXTERIOR—UI LAYER slew TYPE xr GYP. BD. R-21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING; RE: STRUCTURAL NI LAYER EXTERIOR GRADE 519' TYPE 'X' GYP. BD. WEATHER RESISTIVE BARRIER TREATED 2X SILL PLATE SET ON SILL SEALER,WIANCHORBOLT-RE: F���STRUCTLARML STARTER STRIP; GAPS AT i6" O FOR DRAINAGE; INSTALL 12" UP FROM BOTTCM 111 ROOF TRUSS WITH SLOPING TOP CHORD ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO Arms .....,.mBmnmm U) Z a WOW BLOCKING BETWEEN TRUSSESTPO Y� ROOFING MEMBRfiJNE OVER -j00 0 PROTECTION BOARD WHERE FEW; tie•=.a •_•:�y.E ISLOPED METAL PLATE AND FASTENER AT 12- O.0 IO1 W w FOAM AND AIR BARRIER; R-20 MIN DEPTH o•:•:• LLI1QI �)ADHERED TO UNDERSIDE FO DECK ANDDOWN :111 PERIMETER OF MUSS TO TOP /Wu V! lF-l^ BARREN PER DIG 2018, OOW •.,:;.,.,: TABLE 120: INSTALL PER MOIR. SPECS ;;III W Z 1 0 e ••° • •� III 1 e• `• `�• � w'eii ��1III tiw•;••:iiiiIII i•;A`a+i•:}'III III 1 I 1 ��w:a'••�III '.�• ,nay ILII s g..•� r'III —ige:=�_tilll TOPP TE FILL CAVITY WITH BLOWN IN INSULATION R-21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING: RE: STRUCTURAL —WEATHER RESISTIVE BARRIER ( CEMENTITIQUS LAP SIDING. INSTALLP —MANUF. SPECS: RE: ELEVATIONS FOR EXPOSURE 3" = 1'-0" CORRIDOR CORRIDOR RATE[ 2 3"_ 1 r Orr EXTERIOR 1 U2-GYPCRETETWPING ISCRATION STRIP PER MANUF. SPEC. 314- FLOOR SHEATHING: RE: STRUCTURAL & FLOOR JOIST SHALL BE FRAMED FROM CORRIDOR WALL TO CORRIDOR WALL LIMITING THE AREA OF CONCEALED SPACES FORMED BETWEEN JOISTS. FIRE SPRINKLERS NOT REO'D WIN THESE CONCEALED SPACES PER NFPA 13 SECTION 8.15.1.2.6 WHICH ALLOWS AREAS UP TO 160 FT WHEN CEILING APPLIED DIRECTLY TO JOISTS (2) LAYERS 5'8" TYPE" GYP. BD COM. SEALANT -FLOCK TRUSS; RE: STRUCTURAL CEMENTITIOUS LAP SIDING. INSTALL PER -MANUF. SPECS; RE: ELEVATIMS FOR EXPOSURE -WEATHER RESISTIVE BARRIER ) (1) LAYER EXTERIOR GRACE TYPE W GYP. SO. -EXTERIOR SHEATHING; RE: STRUCTURAL R-21 BATT INSULATION PER ENERGY REWIREMENTS METAL STUD FRAMING, SPACE PER ASSEMBLY (1) LAYER SIB" TYPE W GYP. BD, FIREWALL RA EXTERIOR 1HR I FOR FIRE FIROM EACH SIETED CORRIDOR EXTERIOR—UI LAYER slew TYPE xr GYP. BD. R-21 BATT INSULATION PER ENERGY REQUIREMENTS EXTERIOR SHEATHING; RE: STRUCTURAL NI LAYER EXTERIOR GRADE 519' TYPE 'X' GYP. BD. WEATHER RESISTIVE BARRIER TREATED 2X SILL PLATE SET ON SILL SEALER,WIANCHORBOLT-RE: F���STRUCTLARML STARTER STRIP; GAPS AT i6" O FOR DRAINAGE; INSTALL 12" UP FROM BOTTCM GALVANIZED METAL FLASHING WITH HEMMED EDGE: OVERLAP SEAMS 4 -AN FULLY SEAL SEAM, COLOR TO MATCH RE: FINISH GRADE; RE: CIVIL CONT. FLUID APPLIED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC. I-------) VERTICAL ORAINAGE BOARD, INSTALL PER 111 �� ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO Arms .....,.mBmnmm U) Z Y� -j00 0 IO1 W w LL Q LLI1QI /Wu V! lF-l^ V! OOW =U _ W Z 0 > F 03.25.2021 No. Data Now ISMS FERATSUBMITFK rn D mg DJV Pmgd Designer DMB Date 08.28.2020 Job Number r rLr Driveway ,-.A� ... ChwImJBy GALVANIZED METAL FLASHING WITH HEMMED EDGE: OVERLAP SEAMS 4 -AN FULLY SEAL SEAM, COLOR TO MATCH RE: FINISH GRADE; RE: CIVIL CONT. FLUID APPLIED WATERPROOFING MEMEBRANE INSTALL PER MFR. SPEC. I-------) VERTICAL ORAINAGE BOARD, INSTALL PER 111 �� ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO Arms .....,.mBmnmm U) Z MLU -j00 0 IO1 W w LL Q LLI1QI /Wu V! lF-l^ V! OOW =U _ W 0 > F 03.25.2021 No. Data Now ISMS FERATSUBMITFK rn D mg DJV Pmgd Designer DMB Date 08.28.2020 Job Number eeeeee 218094 Driveway RB JT CT ChwImJBy DMB Tide FIRE PROTECTION DETAILS Sheet Number A7=8m8 ELEVATOR ELEVATOR CORRIDOR CORRIDOR :ILAYERSI'GYP.SHAFTUNERPER SSEMBLY 1) LAYER SRI' TYPE 'X' GYP. BD. ELT AWAY ALUMINIUM CUPS ASE TRIM ;DATION STRIP PER MANUF. SPEC, 12' GYPCRETE TOPPING 4- FLOOR SHEATHING: RE: STRUCTURAL V MINERAL WOOL FIRE STOPPING AT TOP AND BOTTOM FLOOR PLATES METAL CSTUD ATTACHMENT TRUSS. RE: STRUCTURAL 2x FLOOR JOIST SHALL BE FRAMED FROM CORRIDOR WALL TO CORRIDOR WALL LIMITING THE AREA OF CONCEALED SPACES FT WHEN CEILING APPLIED DIRECTLY TO JOISTS (2)LAYERS &W TYPE "X"GYP. BD. COM. SEALANT METAL H STUD ATTACHMENT V MINERAL WOOL FIRE STOPPING AT TCP AND BOTTOM FLOOR PLATES OSB SHEATHING AS REQUIRED FOR SHEAR; METAL STUD FRAMING, SPACE PER ASSEMBLY (1)LAYERS WTYPE V' GYP. BD. ELEVATOR A LOBBY ROOF ���--F—� TRASH CHUTE DOF MEMBRANE: INSTALL PER MFR COPING MEMBRANE OVER :CIION BOARD WHERE RED'D; D !D RIGID INSULATION CRICKETING, RE PIAN SHEATHING: RE: STRUCTURAL ERAL WOOL FIRE STOPPING ATTOP OTTCM FLOOR PLATES AWAY ALUMINIUM CUPS /OOD LEDGER: RE: STRUCTURAL 'ERS SIS" TYPE C' GYP. BD, WING: RE'. STRUCTURAL 'ERS 1 -GYP, SHAFTLINER PER ABLY HEATHING AS REWIRED FOR SHEAR; RUCTURAL . H -STUD ATTACHMENT ELEVATOR ELEV. SHAFT ROOF ADJ T ELEVATOR TRASH CUTE OSB AS REQUIRED FOR SHEAR; RE: STRUCTURAL SHEAR WALL SCHEDULE 2X FRAMING; RE: STRUCTURAL �(D) LAYERS I -GYP. SHAFTUNER PER ASSEMBLY METAL LSTUD ATTACHMENT LIP CONC WALL; RE: STRUCTURAL _PLATE HGTjj� ELEVATOR :K•]zilziIBig] ZI OSB AS REQUIRED FOR SHEAR: RE'. STRUCTURAL SHEAR WALL SCHEDULE �2X FRAMING; RE: STRUCTURAL (2) LAYERS 1- GYP SHAFRINER PER ASSEMBLY �2X FRAMING; RE: STRUCTURAL �(1) LAYER SIS" TYPE 'r GTP. BD. TREATED 2X SILL PLATE SET ON SILL SEALER, WIANCHCR BOLT RE: STRUCTURAL METAL C -SND ATTACHMENT BASE TRIM: RE: INTERIORS ISOLATION STRIP PER MANUF. SPEC. 1 U2' GYPCRETE TOPPING; INSTALL PE ASSEMBLY RED'S 112'; T.O GYP�`` CRETE PLATE HGTYYYYYY &N'FLOORSHEATHING: RE: STRUCTUR I I `2N2WOODLEDGER RE:STRUCTURAL ELEVATOR A LOBBY ELEVATOR A LOBBY LOBBY C' GYP. BD. PLR C' GYP. BD. (2)LAYERS &a' TYPE 'r GYP. BD. VAPORBARRIER ( ------------------------- R-21 __ ______________R-21 BATT INSULATION PER ENERGY REQUIREMENTS (1) LAYER &B' TYPE 'V GYP. BD. TREATED 2X SILL PLATE SET ON SILL SEALER, WIANCHOR BOLT RE: STRUCTURAL BASE TRIM CONT. SEALANT CONCRETE FOUNDATION. RE: STRUCTURAL PRE -CAST CONCRETE WALL: RE: STRUCTURAL VAPORBAARIER 111 �� ■ KEPHART OSB SHEATHING AS REQUIRED FOR SHEAR; 25M WALNUT STREET DENVER, COLORADO Arms U) Z W MM 5\/ B LL O f RE: STRUCTURAL .jO _ w w ELEVATOR DOOR PER MFR. Q Q (2) LAYERS 1' GYP. SHAFTLINER PER Q= U lw^ V! l�^ V! OOw =U _ w ASSEMBLY > V SOF CO4O ELEVATOR SILL. RE: MFR, J N 2X FRAMING; RE: STRUCTURAL 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 08211.01 FEPAITSUBMITTK r k4VA Ing NH DJV Amba Designer DMB DAN PREFABRICATED METAL DOOR FRAME AND Job Number 218094 Oman By eeeeee RB JT CT CIIxME By DMB ECTION DETAILS LA7=8m9 _ (1) LAYER &S'TYPE 'X'GYP. BO. OC AR; RE: DOOR SCHEDULE; PROVIDE SMOKE CONTROL PER ELEVATOR SHAFT TREATED 2X SILL PLATE SET ON SILL REQUIREMENTS SEALER W/ ANCHOR BOLT -RE: �� Y STRUCTURAL CONCRETE FOUNDATION. RE: STRUCTURAL WE CONCRETE WALL RE: BASE TRIM; RE: INTERIORS STRUCTURAL CONT. SEALANT CONCRETE FOUNDATION. RE: STRUCTURAL a e A • ° t�J lI t 2 4: N 4 • .1, I T � a 1 VAPORBARRIER P e - A /ITV .. �• III `: ,•a �• III - III— 'I ` � '� � �I III II .., IIII—III— '.•` • �I II—III a % '� .' .. III III _.: IISI—ISI—III . �.': 'L '. . I I III I I—I I LOBBY C' GYP. BD. PLR C' GYP. BD. (2)LAYERS &a' TYPE 'r GYP. BD. VAPORBARRIER ( ------------------------- R-21 __ ______________R-21 BATT INSULATION PER ENERGY REQUIREMENTS (1) LAYER &B' TYPE 'V GYP. BD. TREATED 2X SILL PLATE SET ON SILL SEALER, WIANCHOR BOLT RE: STRUCTURAL BASE TRIM CONT. SEALANT CONCRETE FOUNDATION. RE: STRUCTURAL PRE -CAST CONCRETE WALL: RE: STRUCTURAL VAPORBAARIER 111 �� ■ KEPHART community • planning a architecture 25M WALNUT STREET DENVER, COLORADO Arms U) Z W MM 5\/ B LL O f 00 .jO w w LCL( Q Q W Q= U lw^ V! l�^ V! OOw =U _ w 0 > V SOF CO4O J N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 08211.01 FEPAITSUBMITTK r k4VA Ing NH DJV Amba Designer DMB DAN 08.28.2020 Job Number 218094 Oman By eeeeee RB JT CT CIIxME By DMB ECTION DETAILS LA7=8m9 ELEVATOR ELEVATOR 5 ELEV. S,I _ 1•_0" SHAFT SHAFT CORRIDOR ELEC/IDF (1) LAYER 51V TYPE W GYP. BD. BASE TRIM; RE: INTERIORS ISOLATION STRIP PER MANUR SPEC. CONT. BEAD OF TPO SEALANT CONT. SEALANT TING ROOFING MEMBRANE OVER 1 12' GYPCRETE TOPPING PROTECTION BOARD WHERE REO'D; _'.: Sat FLAGON SHEATHING; RE: STRUCTURAL SLOPED ROCF SHEATHING; RE: STRUCTURAL .. .. .. _18' OPEN WEB TRUSS, SPACED PER M FLOOR PLATES 1' GYP. SHAIAMUNER PER BD. LOBBY 111 ,, ■ KEPHART f community • planning •architecture 25M WALNUT STREET DENVER, COLORADO 90205 xxw.bpM1enmm U) 7 Z x ' 5 O U 2x TOP PLATE FISSION!! j O IIIIIILLLJJJIIIIII I 1 W 5 1112' GYPCRETE TOPPING LL MELT AWAYALUMINIUM CLIPS Q a. W Q= LAU cf) w� C0 V) V MINERAL WOOL FIRE STOPPIN( _ H SND ATTACHMENTa~ At 9lA' FLOOR SHEATHING; RE: AND BOTTOM FLOOR PLATES 0 > 2x TOP PLATE HEATHING AS REQUIRED FOR SHEAR: STRUCTURAL IRUCTURAL SOF CO4O D CONT. SEALANT N 037 4 SSA ARC`F. 03.25.2021 METAL HSTUD ATTACHMENT PRE -CAST CONCRETE WALL: RE'. 081 FEPAITSUBMITTK BD (1) LAYERS 5I8" TYPE G' GYP. . VERS 1" GYP. SHAFRINER PER .�.4 ABLY` STRUCTURAL D AVITY WITH BLOWN -IN INSULATION mg DJV Pmgd Designer DMB Date 08.28.2020 (1) LAYER 51V TYPE W GYP. BD. TRUSS; RE: STRUCTURAL Driven By _ Chemam By DMB ERAL WOOL FIRE STOPPING AT TOP 2x FLOOR JOIST SHALL BE FRAMED FIRE PROTECTION DETAILS r BOTTOM FLOOR PLATES AWAY ALUMINIUM CLIPS PERS 5W TYPE C' GYP, BO. qPELEC/IDF BD. LOBBY 2x TOP PLATE R-21 BATT INSULATION PER ENERGY REQUIREMENTS (2) LAYERS 518" TYPE "X" GYP. BD, METAL STUD FRAMING, SPACE PER ASSEMBLY (1) LAYERS 518" TYPE C' GYP, BD, CORRIDOR V LOBBY DOORPERMFR, ELEC/IDF ELEC/IDF OSB SHEATHINGAS REQUIRED FOR SHEAR. RE: STRUCTURAL (1) LAYER 51V TYPE W GYP. BD. BASE TRIM; RE: INTERIORS ISOLATION STRIP PER MANUR SPEC. CONT. SEALANT 112'GYPCRETE TOPPING 3/0" FLOOR SHEATHING. RE: STRUCTURAL 18' OPEN WEB TRUSS, SPACED PER 1- MINERAL WOOL FIRE STOPPING AT TOP AND BOTTOM FLOOR PLATES METALCSTUDATTACHMENT 121 LAYERS 1' GYP. SHAFTLINER PER V MINERAL WOOL FIRE STOPPING AT TOP AND BOTTOM FLOOR PLATES MELT AWAY ALUMINIUM CLIPS 2x TOP PLATE CONT. SEALANT METALHSTUDATTACHMENT (1) LAYERS SW TYPE T:' GYP. BD. (1) LAYER 5B' TYPE" X' GYP. BD R TO {HEAR: 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO 90205 xxw.bpM1enmm U) ISgATION STRIP PER MANUR SPEC. Z MLU 5 O 2x TOP PLATE FISSION!! j O IIIIIILLLJJJIIIIII I 1 W w 1112' GYPCRETE TOPPING LL Q Q a. W Q= LAU cf) w� C0 V) J1-'-.' W 9lA' FLOOR SHEATHING; RE: 0 > STRUCTURAL �0 I..V SOF CO4O D N 037 4 SSA ARC`F. 03.25.2021 PRE -CAST CONCRETE WALL: RE'. 081 FEPAITSUBMITTK r .�.4 STRUCTURAL D mg DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driven By RB JT CT Chemam By DMB Td e 2x FLOOR JOIST SHALL BE FRAMED FIRE PROTECTION DETAILS r 7-8.10 UA FROM CORRIDOR WALLTO CORRIDOR WALL LIMITING THE AREA OF CONCEALED SPACES FORMED BETWEEN JOISTS. FIRE •', SPRINKLERS NOT REGO WIIN THESE CONCEALED SPACES PER �,.A �.••./ NFPA 13 SECTION 8.15.12.6 WHICH CORRIDOR -' ] �: •^ ALLOWS AREAS UP TO 160 FT WHEN CEILING APPLIED DIRECTLY TOJOISTS R-21 BATT INSULATION PER ENERGY _ REQUIREMENTS to BASE TRIM Y ISOLATION STRIP PER MANUF. SPEC. b (2) LAYERS Sat TYPE VP GYP. BD. CONT. SEALANT U� 1 112- GYPCRETE TOPPING '...v A' '. VAPOR BARRIER 3A' FLOOR SHEATHING; RE: l _ STRUCTURAL) _________ ________ " (1) LAYER SIB" TYPE'X" GYP. BD.; EA SIDE AT ELEVATOR SMOKE BARRIER P^ Q 2x FLOOR JOIST SHALL BE FRAMED (2) LAYERS SIB' TYPE'X" GYP. BD. FROM CORRIDOR WALL TO CORRIDOR WALL LIMITING THE ¢ J AREA OF CONCEALED SPACES j FORMED BETWEEN JOISTS. FIRE W SPRINKLERS NOT RED'D WAN THESE CONCEALED SPACES PER 2 - NAPA 13 SECTION 8.15.12.8 WHICH ALLOWS AREAS UP TO 160 FT WHEN CEILING APPLIED DIRECTLY TO JOISTS METAL STUD FRAMING, SPACE PER ASSEMBLY (2) LAYERS 518" TYPE C' GYP, BD, (i) LAYERS SB"IYPE'C' GYP. BD. PRECASTCONCRETE, 2 -HR FIRE tEAHDER WALL: RE: STRUCTURAL T MINERAL WOOL FIRE STOPPING_ RE: STRUCTURAL „_ ....., 2x TOP PLATE R-21 BATT INSULATION PER ENERGY REQUIREMENTS (2) LAYERS 518" TYPE "X" GYP. BD, METAL STUD FRAMING, SPACE PER ASSEMBLY (1) LAYERS 518" TYPE C' GYP, BD, CORRIDOR V LOBBY DOORPERMFR, ELEC/IDF ELEC/IDF OSB SHEATHINGAS REQUIRED FOR SHEAR. RE: STRUCTURAL (1) LAYER 51V TYPE W GYP. BD. BASE TRIM; RE: INTERIORS ISOLATION STRIP PER MANUR SPEC. CONT. SEALANT 112'GYPCRETE TOPPING 3/0" FLOOR SHEATHING. RE: STRUCTURAL 18' OPEN WEB TRUSS, SPACED PER 1- MINERAL WOOL FIRE STOPPING AT TOP AND BOTTOM FLOOR PLATES METALCSTUDATTACHMENT 121 LAYERS 1' GYP. SHAFTLINER PER V MINERAL WOOL FIRE STOPPING AT TOP AND BOTTOM FLOOR PLATES MELT AWAY ALUMINIUM CLIPS 2x TOP PLATE CONT. SEALANT METALHSTUDATTACHMENT (1) LAYERS SW TYPE T:' GYP. BD. (1) LAYER 5B' TYPE" X' GYP. BD R TO {HEAR: 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO 90205 xxw.bpM1enmm U) Z MLU 5 O 00 FISSION!! j O I 1 W w LL Q Q a. W Q= LAU cf) w� C0 V) OO =U W _ w 0 > �0 I..V SOF CO4O D N 037 4 SSA ARC`F. 03.25.2021 No. Date Now 081 FEPAITSUBMITTK r D mg DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driven By RB JT CT Chemam By DMB Td e FIRE PROTECTION DETAILS r 7-8.10 UA TPO RWF MEMBRANE: INSTALL PER MFR. NG, RE: TPO ROOF MEMBRANE: INSTALL PER MFR. NG. RE: M11IM151y 3" = 1P-0" LOBBY PRE -FABRICATED METAL DOM FRAME AND DOOR; RE: DOOR SCHEDULE 2EE WOOD BLOCKING ISOLATION STRIP PER MARCH. SPEC. -2X TOP PLATE -1 IAEGYPCRETETCPPING _ _3M' FLOOR SHEATHING; RE: a STRUCTURAL PRE -CAST CONCRETE WALL; RE: STRUCTURAL 2x FLOOR JOIST SHALL BE FRAMED FROM CORRIDOR WALL TO CORRIDOR WALL LIMITING THE AREA OF CONCEALED SPACES FORMED BETWEEN JOISTS. FIRE -SPRINKLERS NOT REOD WAN THESE CONCEALED SPACES PER NFPA 13 SECTION 8.15.1.25 WHICH ALLOWS AREAS UP TO IGo FT WHEN CEILING APPLIED DIRECTLY TO JOISTS R31 BATT INSULATION PER ENERGY REQUIREMENTS -(2) LAYERS 5B• TYPE C' GYP. BD. —VAFORBARRIER ------------------------- (1) (1) LAYER 508' TYPE 'X' GYP. BD.; EA SIDE AT ELEVATOR SMOKE BARRIER (2) LAYERS SAE TYPE -X" GYP. BD. METAL SND FRAMING, SPACE PER ASSEMBLY (1) LAYERS 518' TYPE 'C' GYP. BD. HEADER: RE: STRUCTURAL PREFABRICATED METAL DOOR O SEAM FLASHING TAL PLATE AND FASTENER AT 12' 00. OFING PRIMER INT. BEAD OF TPO SEALANT OF PROTECTION BOARD AS NEEDED BLOCKING OF SHEATHING: RE'. STRUCTURAL 0 ROOF MEMBRANE; INSTALL PER MFR. RIGID INSULATION, AS REWIRED iXEAR; L202 V MINERAL WWL FIRE STOPPINGATT AND BOTTOM FLOOR PLATES TOP METAL GSND ATTACHMENT MELT AWAY ALUMINIUM CLIPS (2) AYERS I- GYP. SHAFTLINER PER ASSEMBLY WOW LEDGER; RE: STRUCTURAL i)llimil ELEVATOR 3„ = V-0., LOBBY PLATES METAL C -STUD ATTACHMENT (2) LAYERS V GYP. SHAFTLINER PER ASSEMBLY MELT AWAY ALUMINIUM CLIPS ISOIATION STRIP PER MANDE. SPEC. METAL H -SND ATTACHMENT 2x FLOOR JOIST SHALL BE FRAMED FROM CORRIDOR WALL TO CORRIDOR WALL LIMITING THE AREA OF CONCEALED SPACES FORMED BETWEEN JOISTS. FIRE SPRINKLERS NOT SEIZED WIN THESE CONCEALED SPACES PER NFPA 13 SECTION 8.15.1.2.8 WHICH ALLOWS AREAS UP TO i8D FT WHEN CEILING APPLIED DIRECTLY TO JOISTS R-21 BATT INSULATION PER ENERGY REQUIREMENTS 2x TOP PLATE '(2) LAYERS 5R' TYPE C' GYP. BD. OSB SHEATHING AS REQUIRED FOR SHE RE: STRUCTURAL (1) LAYER SIB" TYPE W GYP. BD.: EA SIDE AT ELEVATOR SMOKE BARRIER D FRAMING, SPACE PER SIB' TYPE C' GYP. BD. PREFABRICATEDMETAL DOOR FRAME AND DOOR: RE: DOOR SCHEDULE: PROVIDE SMOKE CONTROL PER ELEVATOR SHAFT REQUIREMENTS 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO PoMS xx mmM1enmm Z MLU _j00 0 .jO F_ Q LU wo F a.Q W Q= LUQ Lu M! lF- V! 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FLOORCEILING ASSEMBLIES MF- �V) STI. PROTECTION BELOW ADJ W 2 0> FLOOR CELI NG ASSEMBLY AS W �ci OCCURS. M MAINTAIN RATING OF ADJACENT SOF CO4O U N SYSTEMS. 037 4 �SFD ARC`F. 03.25.2021 No. Date Now 0112801 FEPAITSUBMITTK GEEING RE:RCPBASOTERIORINCCURS.. — — — 111 �� ■ KEPHART community • planning •architecture 25M WAwuT STREET DENVER, COLORADO BBms ,.,..,.mBmnmm U) FEMM Z W M 5M LL O 00 .jO F- w LU p F� Q QQ W Q= LU w�: MF- �V) OOw =U W 2 0> W �ci ' ^ V M SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Date Now 0112801 FEPAITSUBMITTK n D Arm=DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Drinei By RB JT CT CheGeE By DMB Tme BEAM PROTECTION DETAILS r 7-8.12 LA r RE: TYP. FLOOR/CEILING ASSEMBLIES LEVEL 1 PLATE: 111'_1 1I8� LINE OF BEAM BEYOND, RE: STRUCT ENSURE 1HR RATING MAINTAINED 198' MTL STUD, INSTALL PER ASSEMBLY (2) IAYERS W TYPE'XGYP BD APPLIED TO BEAM CAGE. PER ASSEMBLY CEILING: 98" TYPE'C' GYP. BD. ON RC DELUXE CHANNEL Sll BEAM; RE: STRUCT, IND. PROTECTED (2) LAYERS %' TYPE'X' GYP BD APPLIED TO BEAM CAGE, PER ASSEMBLY EXTERIOR SHEATHING; RE: STRUCT. 94 x 6 CEMENNTIOUS TRIM COM. SEALANT WEATHER RESISTIVE BARRIER CEMENTITIOUS IAP SIDING, INSTALL PER MANUF SPECS: RE: ELEVATIONS FOR EXPOSURE —1 9B" STL STUD, PER ASSEMBLY _ —(2) LAYERS W TYPE 'X GYP BO APPLIED TO BEAM CAGE, PER ASSEMBLY —MTL FLASHING _STARTER STRIP: SAPS AT 16' O.C. FOR DRAINAGE: INSTALL 1IT' UP FROM BOTTOM OF SIDING, TYP. —94 x 6 CEMENTITIWS TRIM ENTRY -1 311_1.01, r BREAKAVORK RM 00000 CNRAL TP BD APPLIED EMBLY !EMBLY ASSEMBLIES 0 PPLIED BLIES =1 rl FIRE PLACE 111 �� ■ KEPHART community • planning • architecture 25M WALNUT STREET DENVER, COLORADO 80208 .... mBmnmm U) Z W M M _j00 0 .jO F_ w Lu ��p/ LCL( Q Q W Q= c/ , w v , lF—^ V! OOw =U W 2 0> W � l ' ^ V M SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Datak�TSUBM�k MM g r DJV Pmgd Designer DMB b 08.28.2020 Job Number 218094 Dreem By RB JT CT CIIxME By DMB The BEAM PROTECTION DETAILS r7-8.13 UA PROTECTED COLUMN aMENS 3" = 1 _O, n U. AS OCCURS. RE: PIAN. BEMBLIES FOR TYPE & STRUCT LAYERS''/.' TYPE'X' GYP BD APPLIED STL COLUMN PER ASSEMBLY .COLUMN, RE: STRUCT :I I JMN a OPERABLE JAME Ee I A PLIED PLIED CONTRACTOR TO FLUSH OUT FIN LAYERS N' TYPE 'X GYP BD APPLIED r STL COLUMN PER ASSEMBLY 'L COLUMN. RE: STRUCT 'PLL AS OCCURS, RE: PLAN, 3SEMBLIES FOR TYPE & STRUCT :D COLUMN EXT WALL MENNEN (2) LAYERS'S' TYPE'X' GYP BD An TO STL COLUMN PER ASSEMBLY STL COLUMN, RE: STRUCT WALL AS OCCURS, RE: PLAN, ASSEMBLIES FOR TYPE & STRUCT WORD. WITH INTERIORS FOR WALL FINISHES AS SUBSTRATE MAY VARY STL COLUMN, RE: STRUCT 111 11.1; ■ KEPHART 110. 07I.I.M.011, 25M WALNUT STREET DENVER, COLORADO Arms .... mBmnmm CONTRACTOR TO FLUSH OUT FIN. 2x W000 FRAMING; RE: STRUCTURAL Z ..•. :. _ WALL AS OCCURS, RE: PLAN, M ASSEMBLIES FOR TYPE & STRUCT 0 .jO F_ Lu W p Q al W Q= a cf)llw^ V! 0 V) OO =U LU CONTRACTOR TO FLUSH OUT FIN LAYERS N' TYPE 'X GYP BD APPLIED r STL COLUMN PER ASSEMBLY 'L COLUMN. RE: STRUCT 'PLL AS OCCURS, RE: PLAN, 3SEMBLIES FOR TYPE & STRUCT :D COLUMN EXT WALL MENNEN (2) LAYERS'S' TYPE'X' GYP BD An TO STL COLUMN PER ASSEMBLY STL COLUMN, RE: STRUCT WALL AS OCCURS, RE: PLAN, ASSEMBLIES FOR TYPE & STRUCT WORD. WITH INTERIORS FOR WALL FINISHES AS SUBSTRATE MAY VARY WORD. WITH INTERIORS COORD. WLIH INTERIORS Q FOR WALL FINISHES AS Q FOR WALLFINISHESAS r SUBSTRATE MAY VARY r SUBSTRATE MAY VARY GYP. BD OTO ENCROACH INTO AIRSPACE.SPACE. AS OCCURS 4M STL COLUMN, RE: STRUCT FOR ,• OX< STL COLUMN, RE: STRUCT FOR LOCATION&SIZE LOCATION&SIZE (2) LAYERS %' TYPE'XGYP BD APPLIED (2) LAYERS IN TYPE W GYP BD APPLIE TO STL COLUMN PER ASSEMBLYTO STL COLUMN PER ASSEMBLY ✓ CONTRACTOR TO FLUSH OUT FIN. III �LONRULTOR TO FLUSH WTFIN. 2rc WOOD FRAMING: RE: STRUCTURAL 2rc WOOD FRAMING: RE: STRUCTURAL AM. WALL AS OCCURS RE: PLAN 518' TYPE 'X' MAY BE SUBSTNUTED FOR VY TYPE'X WITHOUT REDUCING THE RATINGOFTHESYSTEM Y WALL AS OCCURS, RE: PLAN, WALL AS OCCUR& RE: PLAN, ASSEMBLIES FOR TYPE 8 STRUCT ASSEMBLIES FOR TYPE & STRUCT (1) LAYERS She' GYP. BD. WORD. WITH INTERIORS WORD, WITH INTERIORS FOR WALL FINISHES AS FOR WALL FINISHES AS SUBSTRATE MAY VARY SUBSTRATE MAY VARY SM STL COLUMN, RE: STRUCT FOR LOCATION & SIZE 5X5 STL COLUMN, RE: STRUCT FOR LOCATION & SIZE - (2) LAYERS'W TYPE'X GYP BD APPLIE TO STL COLUMN PER ASSEMBLY (2) LAYERS %' TYPE 'XGYP BD APPLIED TO STL COLUMN PER ASSEMBLY I L WOOD FRAMING RE: STRUCTURAL 2s WOOD FRAMING; RE: STRUCTURAL ADJ. WALL AS OCCURS RE: PLAN STL COLUMN, RE: STRUCT 111 11.1; ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO Arms .... mBmnmm CONTRACTOR TO FLUSH OUT FIN. 2x W000 FRAMING; RE: STRUCTURAL Z ..•. :. _ WALL AS OCCURS, RE: PLAN, M ASSEMBLIES FOR TYPE & STRUCT 0 WORD. WITH INTERIORS COORD. WLIH INTERIORS Q FOR WALL FINISHES AS Q FOR WALLFINISHESAS r SUBSTRATE MAY VARY r SUBSTRATE MAY VARY GYP. BD OTO ENCROACH INTO AIRSPACE.SPACE. AS OCCURS 4M STL COLUMN, RE: STRUCT FOR ,• OX< STL COLUMN, RE: STRUCT FOR LOCATION&SIZE LOCATION&SIZE (2) LAYERS %' TYPE'XGYP BD APPLIED (2) LAYERS IN TYPE W GYP BD APPLIE TO STL COLUMN PER ASSEMBLYTO STL COLUMN PER ASSEMBLY ✓ CONTRACTOR TO FLUSH OUT FIN. III �LONRULTOR TO FLUSH WTFIN. 2rc WOOD FRAMING: RE: STRUCTURAL 2rc WOOD FRAMING: RE: STRUCTURAL AM. WALL AS OCCURS RE: PLAN 518' TYPE 'X' MAY BE SUBSTNUTED FOR VY TYPE'X WITHOUT REDUCING THE RATINGOFTHESYSTEM Y WALL AS OCCURS, RE: PLAN, WALL AS OCCUR& RE: PLAN, ASSEMBLIES FOR TYPE 8 STRUCT ASSEMBLIES FOR TYPE & STRUCT (1) LAYERS She' GYP. BD. WORD. WITH INTERIORS WORD, WITH INTERIORS FOR WALL FINISHES AS FOR WALL FINISHES AS SUBSTRATE MAY VARY SUBSTRATE MAY VARY SM STL COLUMN, RE: STRUCT FOR LOCATION & SIZE 5X5 STL COLUMN, RE: STRUCT FOR LOCATION & SIZE - (2) LAYERS'W TYPE'X GYP BD APPLIE TO STL COLUMN PER ASSEMBLY (2) LAYERS %' TYPE 'XGYP BD APPLIED TO STL COLUMN PER ASSEMBLY I L WOOD FRAMING RE: STRUCTURAL 2s WOOD FRAMING; RE: STRUCTURAL ADJ. WALL AS OCCURS RE: PLAN 111 11.1; ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO Arms .... mBmnmm U) Z W M M _j00 0 .jO F_ Lu W p Q QQ W Q= cf)llw^ V! 0 V) OO =U LU _ W 0 > W � l ' ^ V M E� SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Now 028.M FERITSUBMRTK r n D mg DJV Pmgd Designer DMB eeeeeeDate 08.28.2020 Job Number 218094 Dri By eeeeee RB JT CT xME By eeeeee DMB PROTECTION ETAILS Esse8we"141 IrLYBi0111 RE: PLUMB, SHWR FIXTURE, RE: PLUMB, INTERIORS ORS'lYP' TTLE, RE: INTERIORS, TYP. FLCIURE CONTORLS WITFUNACCESSIBLE RANGE R 1/4" = 1'-0" PLUMB, I. TYP. TTP. TYP PLUMB, R RE: MFR F TYP. UNIT CORRIDOR 111 �� ■ KEPHART community • planning • architecture 25M WALNUT STREET DENVER, COLORADO Firms .... mBmnmm U) S \\ Z W \ �\ PROTECTION ONSED SIDES M a_o 0 2018,7 ONLY PER IBL 2010,]M.3 CO .jO P \\\INDIVIDUALLY PROTECTED BJ /0_/ CORNER GA URO CONFIRM LL s STEEL BEAM RE: STRICT W Q= SELECTION WITH INTERIORS 8 \ \ , CO l� OWNER \ OO =U W RE: INTERIMS \ I W 0 > W ry NOTE FLOOR CEILING ASSEMBLY l ' ^ V ` NOT SHOWN FOR CLARITY E� WALL AOCCUR, Y § N FOR TPEPLAN, T \ LINE OF FINISH CEILING N 0' No. Date Issue MUSS FEPAITSUBMITTAL \ r \ II II II \ II n D CORRIDOR uHR Pmgd Designer DMB FINISH FACE OF WALL. FINISHED 08.28.2020 Job Number 218094 Emirmi By SURFACES TO ALIGN RB JT CT Cherke By NOTE: WHERE UNITS At ADJACENT, Tide INTERIOR DETAILS Sheet Number DIM OF PACK OUT FROM JAMB TO BE A7=9e0 CONSISTENT AT EACH SIDE. WALL CORNER CORNER GAURD, CONFIRM SELECTION WITH INTERIORS S 77 OWNER EXTENT OF (2) LAYERS TYPE W GI y m INDIVIDUALLY PROTECTED STL CLOUMN WITHIN WALL ASSEMBLY / II WALL /FLOOR LINE _L PROTECTION ISOMETRIC n UNIT ENTRY ENTRY PLAN, TYP. UN ML,. l y va.= IrLYBi0111 RE: PLUMB, SHWR FIXTURE, RE: PLUMB, INTERIORS ORS'lYP' TTLE, RE: INTERIORS, TYP. FLCIURE CONTORLS WITFUNACCESSIBLE RANGE R 1/4" = 1'-0" PLUMB, I. TYP. TTP. TYP PLUMB, R RE: MFR F TYP. UNIT CORRIDOR NOTE:CABINETNOTTOPROIECT MORE THAN 4' FROM THEW ALL- OR - MUST PROVIDE CANE DETECTION DEVICE CORRIDOR 4 TUB/SHOWER PAN AT RATED WALL -PLAN UNIT rnootnno TYP. Fxw. PLUMBING �. SHOWER ELEVATIONS TLI1 1-01 I. FOR SHEAR ILY O C.: (2) LC. OF BUTT JOINT) I IUIT LIMIT R SHEAR; 111 �� ■ KEPHART community • planning • architecture 25M WALNUT STREET DENVER, COLORADO Firms .... mBmnmm U) Z W M M a_o 0 J CO .jO P W ►w W /0_/ LL Q W Q= (n C0 W , CO l� V! OO =U W _ W 0 > NOTE:CABINETNOTTOPROIECT MORE THAN 4' FROM THEW ALL- OR - MUST PROVIDE CANE DETECTION DEVICE CORRIDOR 4 TUB/SHOWER PAN AT RATED WALL -PLAN UNIT rnootnno TYP. Fxw. PLUMBING �. SHOWER ELEVATIONS TLI1 1-01 I. FOR SHEAR ILY O C.: (2) LC. OF BUTT JOINT) I IUIT LIMIT R SHEAR; 111 �� ■ KEPHART community • planning • architecture 25M WALNUT STREET DENVER, COLORADO Firms .... mBmnmm U) Z W M M a_o 0 J CO .jO P W W /0_/ LL Q W Q= (n C0 W , CO l� V! OO =U W _ W 0 > W � l ' ^ V M E� SOF CO4O J N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue MUSS FEPAITSUBMITTAL r n D Ro r ELM Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Emirmi By RB JT CT Cherke By DMB Tide INTERIOR DETAILS Sheet Number A7=9e0 C STAIR 1 - 2ND FLOOR PLAN 3 1/41, = 11.0. CLE TRA' STAIR 1 - 1ST FLOOR PLAN 2 11411= 1._0,. STAIR 1 -BASEMENT PLAN 1 114. = 11_01, GENERAL NOTES INFORMATION REGARDING EACH CONSTRUCTION TRADE MAY BE LOCATED ON MY SHEET IN THIS SET OF DRAWINGS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH SUBCONTRACTOR HAS A COMPLETE SET OF DRAWINGS FROM WHICH TO REVIEW, BID AND CONSTRUCT. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING'S. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ARE GIVEN TO FACE OF STUDS. FRAMED WALLS ARE 3% UNLESS OTHERWISE INDICATED ON PLANS. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH STATE AND LOCAL CODES. SECURE ALL REWIRED PERMITS AND APPROVALS PRIOR TO ANY CONSTRUCTION. PREFABRICATED STEEL STAIRS ALONG WITH ASSOCIATED HANDRAILS AND GUARDRAILS SHALL BE DIFFERED SUBMITTAL AS DESCRIBED BELOW. THE STAIRS SHALL NOT BE LESS THAN 4' NOR MORE THAN 7'. THE LARGEST TREAD OR RISER WITHING ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST (TREAD O2 RISER) BY PURE THAT 3/8" TOPS OF HANDRAILS SHOULD BE PLACED NOT LEW THAN 34' OR MORE THAN W ABOVE THE NOSING OF TREADS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12' BEYOND THE TOP RISER AND CONTINUES TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER WHERE NOT CONTINUWS BETWEEN FLIGHTS. ENDS SHALL BE RETURNED OR SHALL HAVE TERMINATIONS OR BENDS. KEYNOTES NO. WALL TYPE SCHEDULE MARK FIRE MING DESCRIPTION W31a 2 -HR SHAFT ENCLOSURE -9" CONCRETE RE STRUCT W31b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W32 2 -HR 10' CONCRETE FIRE WALL RE STRUCT W530 NR WCONCRETEWALL RE STRUCT W53b NR 12-CONCRETEWALL RE STRUCT WI NR CCMU WALL W45 2 -HR FIRE BARRIER, B'CMU WALL WE -la 1 -HR EXTERIOR WALL -2x4 WE -Ib 1 -HR EXTERIORWALL-2x6 WE -1c 1 -HR EXTERIORWALL-2A WE -2 1 -HR EXTERIOR WALL -2x6 W/GWB ON BOH SIDES WE -3a 1 -HR EXTERIOR WALL -(2)2rA WE36 1 -HR EXTERIORWAUOEMISING -(2(2x6 WE -3c 1 -HR EXTERIORWALLDEMISING- 2 gra WE -0 NR PARAPET -26 WE5 1 -HR EXTERIOR SMORE BARRIER -23 WE -Se 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22x4 WI -ib 1 -HR UNIT DEMISING FIRE PARTITION -228 WI -2a 1l2 -HR CORRIDOR. FIRE PARTHION-Sol WI -2b 1l2 -HR CORRIDOR. FIRE PARTNION-28 WITH RC WI -3 2 -HR EXIT ENCLOSURE. FIRE BARMEN- SHAFTLINER S WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE. FIRE BARMEN- SHAFTLINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE.FIREBARRIER - SHAFTLINER S WD FRAMING WI -0 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4a 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4E 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI -5a 2 H SHAFT ENCLOSURE, FIRE BARRIER -SHAFRINERW2x WD FRAMING ON ONE SIDE WII 2 -HR SHAFTENCLOSUREFIREBARRIER-SHAFnINERWaWD FRAMING ON ME SIDE Wlfic 2 -HR SHAFTENCLOSURE FIRE BARRIER SHAFTLINERBWD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. a' PRE-0ABT WI-] 2 -HR SHAFT ENCLOSURE. a WD STUD B GWB ON 0ZHSIDE WI3 2 -HR FIREWAU--S'PRE-CASTCONCRETE WHIM 1 -HR EXTERICRWAU.-28 WI -9 2 H FIREWALL - SHAFTLINER(ONLY) WI -9B 2 H FIREWALL -(2)2x MID WALL ONLY( Wim 2 H SHAFT ENCLOSURE -B" CONCRETE, RESTRUCT W110NR 8"PRECAST WI11a1 H OCCUPANCY SEPARATION FIREBARRIER-2x4 WI -116 1 H OCCUPANCY SEPARATION ,FIREBARRIER-28 WI -11C 1 -HR OCCUPANCYSEPAMTION,FIRE BARRIER -2x6 WI -12a 1 -HR OCCUPPNCYSEPAMTION,FIRE BARRIER-(2)WWPLLSW/ GAS WI12b1 H OCCUPANCY SEPARATION, FIRE BARRIER -(2)'1x8 WALLSW/ GAS WI13a1 H INT. BEARINGWALL-24 WI13b1 H INT. BEARINGWALL-2X3 W414e NR INTERIORWALL-2X4 W144b NR INTERIORWALL-2rfi WI -14c NR INTERIORWALL-2x8 WINER 110 -HR FIRE BARRIER2x4 WNSb 110 -HR FIRE BARRIER -2x6 WL16a 1 -HR INTERIOR BEARING WALL -(2)2A WLi66 1 -HR INTERIOR BEARING WALL -(2)28 WI-i6c 1 -HR BEARING 2x8 INTERIOR BEAG WALL -(2) WI -1] 1 -HR SMOKEBARRIER-2X4 KEYNOTES NO. NOTE 5.12 TUBE STEEL GUARDRAIL, 47AF.F. WITH METAL HANDRAIL 36" AF.R ■ POWDER COATED 5.13 METAL HANDRAIL 36'AF.F. WITH LOW AND HIGH EXTENSIONS. RETURN community • planning aarclemcturs TO WALL AS REWIRED. POWDER COATED 621 WOOD STAIRS ]B TPO ROOFING MEMBRANE OVER ROOF SHEATHING, PROVIDE CRICKETS AS NECESSARY. 1/2' PROTECTION BOARD TO BE USED OVER RIGID INSULATION 13.1 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. N KEY PLAN (t A+ PROJECT N 111 �� ■ KEPHART community • planning aarclemcturs 25M WALNUT STREET DENVER, COLORADO PoMS U) FellowZ W M 5M ^ LL O 00 IO1 W w�/ LL e< W Q= U � D /w� V! l�! V OOw =U _ w 0 > W �M ' ^ V M SOF C040 B N 037 4 �SFD ARC`F. 03.25.2021 No.LWA Now too%CO P UBMI kra11 AGMR DJV Pmgd Designer DMB Sam 08.28.2020 Job Number 218094 Driven By RB JT CT xM4 By DMB Tore STAIR 1 PLANS mber I�h�etr]A8=1.0 N C - 1n J C STAIR 1 - 4TH FLOOR PLAN 2 114" = 1'-0" C n STAIR 1 - 3RD FLOOR PLAN 1 114" = 11_01, GENERAL NOTES INFORMATION RESUMING EACH CONSTRUCTION TRADE MY BE LOCATED ON MY SHEET IN THIS SET OF DRAWINGS. IT IS THE GENERAL CONTRACTOR RESPONSIBILITY TO ENSURE THAT EACH SUBCONTRACTOR HAS A COMPLETE SET OF DRAWINGS FROM WHICH TO REVIEW, BID AND CONSTRUCT. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING'S. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ARE GIVEN TO FACE OF STUDS. FRAMED WALLS ARE 3 A, UNLESS OTHERWISE INDICATED ON PLANS. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH STATE AND LOCAL CODES. SECURE ALL REQUIRED PERMITS AND APPROVALS PRIOR TO ANY CONSTRUCTION. PREFABRICATED STEEL STAIRS ALONG WITH ASSOCIATED HAR ICG AND GUARDRAILS SHALL BE DIFFERED SUBMITTAL AS DESCRIBED BELOW. THE STAIRS SHALL NOT BE LESS THAN F NOR MORE THAN 7'. THE LARGEST TREAD OR RISER WITHING ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST (TREAD OR RISER) BY WRE THAT 3/8" TOPS OF HANDRAILS SHOULD BE PLACED NOT LEW THAN 34' OR MORE THAN 3W ABOVE THE NOSING OF TREADS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12' BEYOND THE TOP RISER AND CONTINUES TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTFOM RISER WHERE NOT CONTINUOUS BETWEEN FLIGHTS. ENDS SHALL BE RETURNED OR SHALL HAVE TERMINATIONS OR BENDS. KEYNOTES NO. WALL TYPE SCHEDULE MARK FIRE MING DESCRIPTION W31a 2 -HR SHAFT ENCLOSURE -6" CONCRETE RE STRUCT W31b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W32 2 -HR 10' CONCRETE FIRE WALL RE STRUCT W530 NR WCONCRETEWALL RE STRUCT W53b NR 12-CONCRETEWALL RE STRUCT WI NR CCMU WALL W45 2 -HR FIRE BARRIER, B'CMU WALL WE -la 1 -HR EXTERIOR WALL -2x4 WE -Ib 1 -HR EXTERIORWALL-2x6 WE -1c 1 -HR EXTERIORWALL-2A WE -2 1 -HR EXTERIOR WALL -2x6 W/ GWB ON BOTH SIDES WE -3a 1 -HR EXTERIOR WALL -(2)2rA WE36 1 -HR EXTERIORWALLDEMISING -(2(2x6 WE -3c 1 -HR EXTERIORWALLDEMISING- 2 gra WE -0 NR PARAPET -26 WE5 1 -HR EXTERIOR SMORE BARRIER -23 WE -Se 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22x4 WI -ib 1 -HR UNIT DEMISING FIRE PARTITION -228 WI -2a 1Q -HR CORRIDOR. FIRE PARTHION-Sire WI -2b 1Q -HR CORRIDOR. FIRE PARTNION-28 WITH RC WI -3 2 -HR EXIT ENCLOSURE.FIREBARRIER - SHAFTLINER S WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE.FIREBARRIER - SHAFTLINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE.FIREBARRIER - SHAfTLINER B WD FRAMING WI -0 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4a 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4E 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI -5a 2 H SHAFT ENCLOSURE, FIRE BARRIER -SHAFRINERW2x W0 FRAMING ON ME SIDE WII 2 -HR SHAFTENCLOSUREFIREBARRIER-SHAFnINERWaWD FRAMING ON ME SIDE Wlfic 2 -HR SHAFTENCLOSURE FIRE BARRIER SHAFTLINERBWD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. a' PRE-0ABT WI -7 2 -HR SHAFT ENCLOSURE. a WD STUD B GWB ON EICHSIDE WI3 2 -HR FIREWAU--a'PRE-CASTCONCRETE WHIM 1 -HR EXTERICRWAU.-28 WI -9 2 H FIREWALL - SHAFTLINER(ONLY) WI -9B 2 H FIREWALL -(2)2x MID WALL ONLY( Wim 2 H SHAFT ENCLOSURE -B" CONCRETE, RESTRUCT W110NR 8"PRECAST WI11a1 H OCCUPANCY SEPARATION FIREBARRIER-2x4 WI -116 1 H OCCUPANCY SEPARATION ,FIREBARRIER-28 WI -11C 1 -HR OCCUPANCYSEPAMTION,FIRE BARRIER -2x6 WI -12a 1 -HR OCCUPANCYSEPAMTIO,FIRE BARRIER-(2)WWALLSW/ GWB WI12b1 H OCCUPANCY SEPARATION, FIRE BARRIER -(2)'1x6 WALLSW/ GWB WI13a1 H INT. BEARINGWALL-24 WI13b1 H INT. BEARINGWALL-2X8 W414e NR INTERIORWALL-2X4 W144b NR INTERIORWALL-2rfi WI -14c NR INTERIORWALL-2x8 WINER 110 -HR FIRE BARRIER2x4 WNSb 110 -HR FIRE BARRIER -2x6 WL16a 1 -HR INTERIOR BEARING WALL -(2)2x4 WLi66 1 -HR INTERIOR BEARING WALL -(2)28 WI-l6C 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -17 1 -HR SMOKEBARRIER-2X4 KEYNOTES NO. NOTE 5.12 TUBE STEEL GUARDRAIL, 47AF.F. WITH METAL HANDRAIL 36" AF.R POWDER COATED 5.13 METAL HANDRAIL 36'AF.F. WITH LOW AND HIGH EXTENSIONS. RETURN TO WALL AS REWIRED. POWDER COATED 621 WOOD STAIRS 7,25 ASPHALT SHINGLES, MFR', CHARCOAL 13] STANDPIPE WI HOSE CONNECPON AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SFRINIQJER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FO FOR PRIOR APPROVAL. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning •arcleleolurs 25M WALNUT STREET DENVER, COLORADO PoMS U) FellowZ W M 5M -1 O 00 F- IO1 W w�/ LL e< LLI Q D /w V! lF— O O = IV1l1 W U _ W 0 > W �M ' ^ V M 0Of CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No.M:I MM mHr DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driven By RB JT CT xM4 By DMB rma STAIR 1 PLANS IA8=1A C� J STAIR 1 - SECTION 2 2 114” IF , i_O, SIM SIM SIM SIM SIM KEYNOTES ROOFICEILING TYPE SCHEDULE r FlRE RATING DESCRIPTION RC -1 1 -HR UNIT. ROOFTRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, FR0VIDE(2)IAYERSGWB RC -3 __ EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RO-5 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE •L• :I ®IN UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GAS ON RC MOLINE I 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWR FLA 1 -HR UNIT,18'TRUSS W/SHTI ANO GYFCRETE TOPPINGAND MIN R-251NSUL. WE -1C 1 -HR EXTERIOR WALL - WE -21 -HR EXTERIORWALL - INS W1 GMB ON BOTH SIDES WE3a 1 -HR EXTERIORW2M WE36 1 -HR EXTERIORWALLDEN-1-DEMISING-22rB WE3c 1 -HR EXTERIOR WALL DEMISING -22X8 WE -0 ILII be wis =It'll jIIII N llr't 11 MAI Aj III 1 -HR le ! llti� we aIA :Iv 4119 $4 Pi tell: I 1 _ 4 .I/ ql �N II�III�I�11,�sIllr Q 1 -HR GENERIC WALL WALL iWELSea WI -1a y IN a UNIT l TYPE B Ia s © WI-lbii 1 1 Mill� as IN IC be III III � ILII Sim11;11 WI -2e IN ICORRIDOR - 2x,1 CORRIDOR. FIRE PARTITION -2X0 CORRIDOR. 6 1 � RE WITH RC COREXIT _.�.Il 2 -HR ENCR. LOSURE. . FIRE BARRIER EXIT ENCLOSURE. FIRE BARRIER-SHPfTLINERB WD FRAMING Al I � L Is WI -35 2 -HR r-__�l� � -:III' I EXIT ENCLOSURE FIRE BARRIER- SHAFTLINERBWDFRAMING ��lll4 EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING al 2 H EXIT REE G ala 8 2 -HR BARRIER SHAFT ENCLOSURE FIRE BARRIER-SH4FRINER W'L WD TENCL SURE, - HAFTLERBW 2IWD FRAMING ON IXJE SIDE glh■u 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SH4FILINER W 2x W0 FRAMING ON BIDE _ LWILYi :.ill:_ be bi be IN IIS'.-, . : � II 2 -HR SHAFT ENCLOSURE. FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH BIDE W18 2 -HR C 4 s' b � ■■I■■'I■,,, •!I-1�Iluuil.�i,i1 I'.■■f'.■■I :i ll II IF II VIII I n1111 I — �IIIII WI3 elhR'IIA7 8-PRCA CONCRFFGW00N FIREWPLLB'PR6CAST CONCRETE WILL&1-HR ® EXTERIOR WALL -2x6 WI -9 2 H ,1��1w 0 X414 IIi�•11 wil 'L I�•�■ 10 Gil10NR PRECAST - il�lll III 1-H I M. S N. D.I 1 -HR GIs ��-•.„� _ ED © 1 -HR ^lu�jIlllillil,l�� €';'':■ VM -12a 1 -HR OCWPPNCYSEPARATIIXJ, FIRE BARRIER -(2)'D£WPLLS W/ GWB W4126 1 -HR Maur III 1 -HR INT. BEARING WALL -28 WI -t36 1 -HR 111 I W41401 NR o®I W4t46 IN �1 _ � gg INTERIORWALL-2x6 a RIle �II� LL NR j 11 —LIS 110 -HR ;IIA lin '.. i IN :sI pill Vil —II © FIRE BARRIER -2x6 Vil II INTERIOR BEARING WALL -(2)24 $IIIA FLIR 1 WI -16c _�■ ■ WI -17 ell s4 Ally SMOKEBARRIEII X0 ® I 74s VIII IN ii. .Ill _gSg qq�� IEM�i � ylll lye ==11E�II�YI�e �. J STAIR 1 - SECTION 2 2 114” IF , i_O, SIM SIM SIM SIM SIM L 5: 11113/4" JE 144'-U 3l4" 4: 133'3'-11 L 3: 123'23'-3 L2: 11T1T-77 VEL 11: 101 19 ENT: 8915(1 19 KEYNOTES ROOFICEILING TYPE SCHEDULE r FlRE RATING DESCRIPTION RC -1 1 -HR UNIT. ROOFTRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, FR0VIDE(2)IAYERSGWB RC -3 2 H EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RO-5 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE •L• :I ®IN UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GAS ON RC MOLINE I 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWR FLA 1 -HR UNIT,18'TRUSS W/SHTI ANO GYFCRETE TOPPINGAND MIN R-251NSUL. WE -1C 1 -HR EXTERIOR WALL - WE -21 -HR EXTERIORWALL - INS W1 GMB ON BOTH SIDES WE3a 1 -HR EXTERIORW2M WE36 1 -HR EXTERIORWALLDEN-1-DEMISING-22rB WE3c 1 -HR EXTERIOR WALL DEMISING -22X8 WE -0 NR PARAPET -2x8 WE5 1 -HR EXTERIOR O�BARRIER -2x8 Q 1 -HR GENERIC WALL WALL iWELSea WI -1a 1 -HR t. WI-lbii I— V) Sim11;11 WI -2e IN ICORRIDOR - 2x,1 CORRIDOR. FIRE PARTITION -2X0 CORRIDOR. WI -26 1 � RE WITH RC COREXIT WI3 2 -HR ENCR. LOSURE. . FIRE BARRIER EXIT ENCLOSURE. FIRE BARRIER-SHPfTLINERB WD FRAMING Al I � 2 -HR Is WI -35 2 -HR r-__�l� � WI -0 I EXIT ENCLOSURE FIRE BARRIER- SHAFTLINERBWDFRAMING .'��Iliii����!,:�Illllllliliiiillllllllllllllllll EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING al 2 H EXIT REE G III WI -5a 2 -HR BARRIER SHAFT ENCLOSURE FIRE BARRIER-SH4FRINER W'L WD TENCL SURE, - HAFTLERBW 2IWD FRAMING ON IXJE SIDE WIdE 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SH4FILINER W 2x W0 FRAMING ON BIDE W4ac 2 -HR SHAFT ENCLOSURE. FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH BIDE W18 2 -HR SHAFT ENCLOSURE. 8' PRECAST ■■I■■'I■,,, •!I-1�Iluuil.�i,i1 I'.■■f'.■■I 2 -HR 11 WI3 2 -HR 8-PRCA CONCRFFGW00N FIREWPLLB'PR6CAST CONCRETE WILL&1-HR 0828.20 PER EXTERIOR WALL -2x6 WI -9 2 H ,1��1w W49e 2HE IIi�•11 wil 2 -HR I�•�■ 10 Gil10NR PRECAST - il�lll III 1-H I WNtb 1 -HR OLCUPANCYSEPARATON,REBARRIER-2x6 WI -11c 1 -HR OCCUPANCYSEPARATON, RFIRE BARRIER -228 VM -12a 1 -HR OCWPPNCYSEPARATIIXJ, FIRE BARRIER -(2)'D£WPLLS W/ GWB W4126 1 -HR 111 III 1 -HR INT. BEARING WALL -28 WI -t36 1 -HR 111 I W41401 NR INTERIORWALL-2X0 W4t46 NR INTERIORWALL-2x6 III 11111 NR INTERIORWALL-2x8 WN6a 110 -HR FIRE BARRIEl Vil —II © FIRE BARRIER -2x6 Vil II INTERIOR BEARING WALL -(2)24 WN86 FLIR 1 WI -16c FLIR INTERIOR BEARING WALL -(2)2x8 WI -17 FLIR SMOKEBARRIEII X0 ® CORRIDOR ' ";11111, ■'■'.I■■I�,::. Igiilillllli..i I'�■f'.■'�fl L III= 1 \11111\ IIIIIIIII I © 1 �I. �' ® i•IIIIIIII 1 1 IIIIIIIII ti 1 11 1IN \\ �1 b 1 ' I CORRIDOR - ,I:L.IIIIIII III Illllllllillllllllllllllll I,A� ��, II IIIIIillll�llllll�ll_,I . i�\.1� II I -_ u1�_il!!:!!°:uA ;I'�1■!■t■II � it I ";1�l�I( _- -_ � a_ li�l�-■ 1;. d .1 I�_�■ . ® I!'JL7Y■i'■i■1V■� I , I IiII 1'i11 i I 11111 I �!i © I�iI VIII 1111, e I�IIIII I I�I i IIIIIII 1,11 -1111 1111111 IN IIIIIIIII,I,II ,ILII 11 i. _ CORRIDOR - ILL.. illlllli III ®I ;e-alll II ■:;ice j ll�t•■`0 in In lail 11 IIIIIIII!I'''C■',■,■,■,■,■■'■'I■■!1 - _ Ilfil1111 inIn II III I I 1s1� in 11 II`;lsl. x 11111\ in ■■rrrrr ..111111I,�IIIIIIIII\\111\1111 �ImilIII1111, P ® .IIII� NUNN L 5: 11113/4" JE 144'-U 3l4" 4: 133'3'-11 L 3: 123'23'-3 L2: 11T1T-77 VEL 11: 101 19 ENT: 8915(1 19 N KEY PLAN ® FLI — PROJECT KEYNOTES ROOFICEILING TYPE SCHEDULE MARK FlRE RATING DESCRIPTION RC -1 1 -HR UNIT. ROOFTRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, FR0VIDE(2)IAYERSGWB RC -3 2 H EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RO-5 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GAS ON RC MOLINE RC -7 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWR N KEY PLAN ® FLI — PROJECT KEYNOTES FLOORICEILING TYPE SCHEDULE MARK FIRE RATING UOecrtatten F0.1 1 -HR UNRurMUSS WI SHTI AND GYPCRETE TOPPING F0.2 1 -HR CORRIDOR, 2x JOIST W/ SHOP AND GYPCRETE TOPPING FL3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FL -0 FLIR BALCONS15-MAX. TRUSS W/CONLRETETOPPING FL5 FLIR UNIT, UP TRUSSES W/ SHTH AND GYPCRETE TOPPING FL8 NR STAIRUilJDING 2x JOIST W/ SHTH (LAP OVER ADJACENT SHTI) AND 314" GYPCRETE TOPPING FC -7 FLIR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FL3 2 -HR DEASH,18'TRUSS All SHTH AND GYPCRETE TOPPING FLA 1 -HR UNIT,18'TRUSS W/SHTI ANO GYFCRETE TOPPINGAND MIN R-251NSUL. N KEY PLAN ® FLI — PROJECT KEYNOTES WALL TYPE SCHEDULE NOTE FlRE FUJI DESCRIPTION TWIMARK 2-HR 2 -HR SHAFT ENCLOSURE - RE STRUCT III W42 2 -HR FT ITCONCREE,R STRUCT W-02 2 -HR WALL, 10" CONCRETE FIRE WALL RE STRUCT to- CONCRETE III NR STRUCT NR WALL RE: STRUCT ITCNCRETEWALL, R al W45 NR 6FCMUCRETE WALL W-05 2 -HR FIREBARRWALL CMD WALL FIRER WE1a 1 -HR EXTERIORWAL x0 WE16 1 -HR EXTERIORWALL-2x8 WE -1C 1 -HR EXTERIOR WALL - WE -21 -HR EXTERIORWALL - INS W1 GMB ON BOTH SIDES WE3a 1 -HR EXTERIORW2M WE36 1 -HR EXTERIORWALLDEN-1-DEMISING-22rB WE3c 1 -HR EXTERIOR WALL DEMISING -22X8 WE -0 NR PARAPET -2x8 WE5 1 -HR EXTERIOR O�BARRIER -2x8 Q 1 -HR GENERIC WALL WALL iWELSea WI -1a 1 -HR UNITD UNUNUIT DEMISING FIRE PARTITION -22W WI-lbii I— V) NG FIREPARN(22v& WI -2e a - 2x,1 CORRIDOR. FIRE PARTITION -2X0 CORRIDOR. WI -26 Pal Pal RE WITH RC COREXIT WI3 2 -HR ENCR. LOSURE. . FIRE BARRIER EXIT ENCLOSURE. FIRE BARRIER-SHPfTLINERB WD FRAMING WI -3e 2 -HR ExIT ENCLOSURE FIRE enRRIER-SHAFTLINERS WD FRAMING WI -35 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING WI -0 2 -HR EXIT ENCLOSURE FIRE BARRIER- SHAFTLINERBWDFRAMING 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERBWDFRAMING al 2 H EXIT REE G III WI -5a 2 -HR BARRIER SHAFT ENCLOSURE FIRE BARRIER-SH4FRINER W'L WD TENCL SURE, - HAFTLERBW 2IWD FRAMING ON IXJE SIDE WIdE 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SH4FILINER W 2x W0 FRAMING ON BIDE W4ac 2 -HR SHAFT ENCLOSURE. FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH BIDE W18 2 -HR SHAFT ENCLOSURE. 8' PRECAST WI -T 2 -HR SHAFTENCLOSURE.EACH SIDE WI3 2 -HR 8-PRCA CONCRFFGW00N FIREWPLLB'PR6CAST CONCRETE WILL&1-HR 0828.20 PER EXTERIOR WALL -2x6 WI -9 2 H FIREWALL-S)2x W49e 2HE FIREWALL (WDWALLOY) wil 2 -HR SHAFT ENCLOSURE SHAFT ENCLO$URE-e"CONCRETE. RE: STRUCT CONCRETE. 10 Gil10NR PRECAST WI -111, 1-H OCCUPANCY CCUPANCYSEPARATION,FIREBARRIER-2x0 WNtb 1 -HR OLCUPANCYSEPARATON,REBARRIER-2x6 WI -11c 1 -HR OCCUPANCYSEPARATON, RFIRE BARRIER -228 VM -12a 1 -HR OCWPPNCYSEPARATIIXJ, FIRE BARRIER -(2)'D£WPLLS W/ GWB W4126 1 -HR OCCUPPNCYSEPARATIXJ FIRE BARRIER-2WALLS W/ GWB () '1s8 III 1 -HR INT. BEARING WALL -28 WI -t36 1 -HR INT. BEARINGWAIL-2x8 W41401 NR INTERIORWALL-2X0 W4t46 NR INTERIORWALL-2x6 WI -10c NR INTERIORWALL-2x8 WN6a 110 -HR FIRE BARRIEl Vil 11R -HR FIRE BARRIER -2x6 Vil FLIR INTERIOR BEARING WALL -(2)24 WN86 FLIR INTERIOR BEARING WALL -(2)28 WI -16c FLIR INTERIOR BEARING WALL -(2)2x8 WI -17 FLIR SMOKEBARRIEII X0 N KEY PLAN ® FLI — PROJECT KEYNOTES No. NOTE 5.12 TUBE STEEL GUARDRAIL, 47 AF.F, WITH METAL HANDRAIL, 3d A.F.F. POWDER COATED 821 WOOD STAIRS 7.15 CEMENTITOUS LAP SIDING, 8 -EXPOSURE 7.20 PRE -FINISHED METAL GUTTER: SW IIWB URBANE BRONZE 7.21 PRE -FINISHED METAL DOWNSPOUT: SW 7WB URBANE BRCNZE 7.25 ASPHALT SHINGLES, MFR: CHARCOAL 13.1 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPRONAL. N KEY PLAN ® FLI — PROJECT 111 ,, ■ KEPHART community • planning aarchiWaturs 25M WAWUTSTREET DENVER, cOLORA00 5om5 xww.bPbenmm U) Z WM Ch 55 / LL00 O [Mill O Q w wc C LL QQ WT. Q /\ �/ V! 0 I— V) O Ow =U _ w 0 > W el co SOF CO4O U N 037 4 �SFD ARC`F. 03 25.2021 No. Date Issua 10,16.10 tooll 0828.20 PER uBMITN LL 8 n O m DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Demen By RB JT CT Unocal By DMB Tm4 STAIR 1 SECTIONS Sneer N:moer A8=1 I CLEAR PAT TRAVEL RAL CIEAR PAT TRAVEL RAI STAIR 2 - 3RD FLOOR PLAN 3 114, = 11.011 CLEAR PATF TRAVEL RAC CLEAR PAI TRAVEL RP B trig Ce STAIR 2 - 2ND FLOOR PLAN 2 1/41, =1,-0. Iw\ CLEAR PAI TRAVEL He STAIR 2 - 1ST FLOOR PLAN 1 11411=1,_D„ GENERAL NOTES INFORMATION REG4ROING EACH CONSTRUCTION TRADE MY BE LOCATED ON MY SHEET IN THIS SET OF DRAWINGS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH SUBCONTRACTOR HAS A COMPLETE SET OF DRAWINGS FROM WHICH TO REVIEW, BID AND CONSTRUCT. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING'S. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ARE GIVEN TO FACE OF STUDS. FRAMED WALLS ARE 3'A, UNLESS OTHERWISE INDICATED ON PLANS. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH STATE AND LOCAL CODES. SECURE ALL REQUIRED PERMITS AND APPROVALS PRIOR TO ANY CONSTRUCTION. PREFABRICATED STEEL STAIRS ALONG WITH ASSOCIATED HANDRAILS AND GUARDRAILS SHALL BE DIFFERED SUBMITTAL AS DESCRIBED BELOW. THE STAIRS SHALL NOT BE LESS THAN F NOR MORE THAN 7'. THE LARGEST TREAD OR RISER WITHING ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST (TREAD OR RISER) BY WRE THAT 3/8" TOPS OF HANDRAILS SHOULD BE PLACED NOT LESS THAN W OR MORE THAN 3W ABOVE THE NOSING OF TREADS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12 -BEYOND THE TOP RISER AND CONTINUES TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER WHERE NOT CONTINUOUS BETWEEN FLIGHTS. ENDS SHALL BE RETURNED OR SHALL HAVE TERMINATIONS OR BENDS. KEYNOTES KD. WALL TYPE SCHEDULE MMK FIRE RATING DESCRIPTION W31a 2 -HR SHAFT ENCLOSURE -6" CONCRETE RE STRUCT W31b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W32 2 -HR to- CONCRETE FIRE WALL RE STRUCT W53a NR WCONCRETEWALL RE STRUCT W53b NR 12'CONCRETEWALL RE STRUCT WI NR CCMU WALL W45 2 -HR FIRE BARRIER, S -CMU WALL WE -la 1 -HR EXTERIOR WALL -2x4 WE -Ib 1 -HR EX]ERIORWALL-2x6 WE -1c 1 -HR EX]ERIORWALL-2A WE -2 1 -HR EXTERIOR WALL -2x6 W/ GWS ON BOTH SIDES WE -3a 1 -HR EXTERIOR WALL -(2)2rA WE -3n 1 -HR EXTERIORWALLDEMISING -(2(2x6 WE -3c 1 -HR EXTERIORWALLDEMISING- 2 gra WE -0 NR PARAPET -26 WE -5 1 -HR EXTERIOR SS MORE BARRIER -23 WE -Se 1 -HR GENERIC WAIL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22x4 WI -1b 1 -HR UNIT DEMISING FIRE PARTITION -228 WI -2a 1Q -HR CORRIDOR. FIRE PARTITION -2W WI -2b 1Q -HR CORRIDOR. FIRE PARTMON-28 WITH RC WI -3 2 -HR EXIT ENCLOSURE. FIRE DARNER- SHAFTLINER S WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE. FIRE DARNER- SHAFTUNERSWDFRAMING WI -3b 2 -HR EXIT ENCLOSURE. FIRE DARNER- SHAFTLINER S WD FRAMING WI -0 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4a 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4E 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI -5a 2 H SHAFT ENCLOSURE, FIRE BARRIER -SHAFRINERW2x W0 FRAMING ON ONE SIDE WII 2 -HR SHAFFENCLOSUREFIREBARRIER-SHAFnINERWaWD FRAMING ON ME SIDE Wlfic 2 -HR SHAFTENCLOSURE FIRE BARKER SHAFTLINERBWD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. r PRE-0AST WI-] 2 -HR SHAFT ENCLOSURE. a WD STUD B GWS ON 0ZH-SIDE WI3 2 -HR FIREWALL-FPRE-CASTCONCRETE ARM 1 -HR EXTERICRWNU--28 WI -9 2 H FIREWALL - SHAFTLINER(ONLY) WI -9B 2 H FIREWALL -(2)2x VIC WALL ONLY( Wim 2 H SHAFT ENCLOSURE -B" CONCRETE, RESTRUCT W110NR 8"PRECAST WI11a1 H OCCUPANCY SEPARATION FIREBARRIER-2x4 WI -116 1 H OCCUPANCY SEPARATION ,FIREBARRIER-28 WI -11C 1 -HR OCCUPANCYSEPARATION,FIRE BARRIER -2x6 WI -12a 1 -HR OCCUPPNCYSEPARATIML FIRE BARRIER-(2)'D£WPLLSW/ GWS WI12b1 H OCCUPANCY SEPARATION, FIRE BARRIER -(2)'1x5 WALLSW/ GWS WI13a1 H INT. BEARINGWALL-24 WI13b1 H INT. BEARINGWALL-2X3 W414e NR INTERIORWALL-2X4 W144b NR INTERIORWALL-2rfi WI -14c NR INTERIORWALL-2x8 WINER 110 -HR FIRE BARRIER2x4 WN56 110 -HR FIRE BARRIER -2x6 WL16a 1 -HR INTERIOR BEARING WALL -(2)2x4 WLi66 1 -HR INTERIOR BEARING WALL -(2)28 WI-i6c 1 -HR INTERIOR BEARING WALL -(2)2x6 WI -1] 1 -HR SMO(EBARRIER-2X4 KEYNOTES KD. NOTE 5.12 TUBE STEEL GUARDRAL, 4 A.F.F. WITH METAL HANDRAIL, 3V A.F.F. ■ POWDER COATED 5.13 METAL HANDRAIL, 3X A.F.F. WITH LOW AND HIGH E%1ENSIONS. RETURN community • planning aarclemcturs TO WALL AS REWIRED. POWDER COATED 6.21 WOOD STAIRS 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning aarclemcturs 25M WALNUT STREET DENVER, COLORADO PoMS U) FellowZ W M 5M ^ LL O 00 IO1 W w�/ LL e< W Q= U � D /w� V! l�! V OOw =U _ w 0 > W �M ' ^ V M SOF C040 B N 037 4 �SFD ARC`F. 03.25.2021 No. DataL�T�UBM�k mt3.19 ae28.SOMM MR r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driven By RB JT CT xM48y DMB 2 PLANS E=2mO] 3s - 2 O I�- CLEAR PATI TRAVEL RAL I I I I B;Ce' STAIR 2 - ROOF PLAN 2 1/4" - l'—O" STAIR 2 - 4TH FLOOR PLAN 1 11411= 1 toe GENERAL NOTES INFORMATION REGMIDING EACH CONSTRUCTION TRADE MY BE LOCATED ON MY SHEET IN THIS SET OF DRAWINGS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH SUBCONTRACTOR HAS A COMPLETE SET OF DRAWINGS FROM WHICH TO REVIEW, BID AND CONSTRUCT. • DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING'S. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ARE GIVEN TO FACE OF STUDS. FRAMED WALLS ARE 3 K" UNLESS OTHERWISE INDICATED ON PLANS. • ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH STATE AND LOCAL CODES. SECURE ALL REQUIRED PERMITS AND APPROVALS PRIOR TO ANY CONSTRUCTION. • PREFABRICATED STEEL STAIRS ALONG WITH ASSOCIATED HAR ICG AND GUARDRAILS SHALL BE DIFFERED SUBMITTAL AS DESCRIBED BELOW. THE STAIRS SHALL NOT BE LESS THAN F NOR MORE THAN 7'. THE LARGEST TREAD OR RISER WITHING ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST (TREAD OR RISER) BY WRE THAT 3/8" TOPS OF HANDRAILS SHOULD BE PLACED NOT LESS THAN W OR MORE THAN 3a• ABOVE THE NOSING OF TREADS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12' BEYOND THE TOP RISER AND CONTINUES TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTFOM RISER WHERE NOT CONTINUOUS BETWEEN FLIGHTS. ENDS SHALL BE RETURNED OR SHALL HAVE TERMINATIONS OR BENDS. KEYNOTES NO. WALL TYPE SCHEDULE MARK FIRE MING DESCRIPTION W31a 2 -HR SHAFT ENCLOSURE -6" CONCRETE RE STRUCT W31b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W32 2 -HR 10• CONCRETE FIRE WALL RE STRUCT W530 NR WCONCRETEWALL RE STRUCT W53b NR 12•CONCRETEWALL RE STRUCT WI NR CCMU WALL W45 2 -HR FIRE BARRIER, S -CMU WALL WE -la 1 -HR EXTERIOR WALL -2x4 WE -Ib 1 -HR EXTERIORWALL-2x6 WE -1c 1 -HR EXTERIORWALL-2A WE -2 1 -HR EXTERIOR WALL -2x6 W/ GWB ON BOTH SIDES WE -3a 1 -HR EXTERIOR WALL -(2)2rA WE36 1 -HR EXTERIORWALLDEMISING -(2(2x6 WE -3c 1 -HR EXTERIORWALLDEMISING- 2 gra WE -0 NR PARAPET -26 WE5 1 -HR EXTERIOR SMORE BARRIER -23 WE -Se 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22x4 WI -ib 1 -HR UNIT DEMISING FIRE PARTITION -228 WI -2a 1Q -HR CORRIDOR. FIRE PARTHION-Sire WI -2b 1Q -HR CORRIDOR. FIRE PARTNION-28 WITH RC WI -3 2 -HR EXIT ENCLOSURE .FIRE BARRIER - SHAFTLINER S WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE .FIRE BARRIER - SHAFTLINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE .FIRE CARRIER - SHAfTLINER B WD FRAMING WI -0 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4a 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4E 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI -5a 2 H SHAFT ENCLOSURE, FIRE BARRIER -SHAFRINERW2x WD FRAMING ON ME SIDE WII 2 -HR SHAFTENCLOSUREFIREBARRIER-SHAFnINERWaWD FRAMING ON ONE SIDE Wlfic 2 -HR SHAFTENCLOSURE FIRE BARRIER SHAFTLINERBWD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. a' PRE-0ABT WI -7 2 -HR SHAFT ENCLOSURE. a WD STUD B GWB ON EACH SIDE WI3 2 -HR FIREWAU--FPRE-CASTCONCRETE WHIM 1 -HR EXTERICRWAU.-28 WI -9 2 H FIREWALL - SHAFTLINER(ONLY) WI -9B 2 H FIREWALL -(2)2x MID WALL ONLY( Wim 2 H SHAFT ENCLOSURE -B" CONCRETE, RESTRUCT W110NR 8"PRECAST WI11a1 H OCCUPANCY SEPARATION FIREBARRIER-2x4 WI -116 1 H OCCUPANCY SEPARATION ,FIREBARRIER-28 WI -11C 1 -HR OCCUPANCYSEPAMTION,FIRE BARRIER -2A WI -12a 1 -HR OCCUPPNCYSEPAMION,FIRE BARRIER-(2)'D£WPLLSW/ GWB WI12b1 H OCCUPANCY SEPARATION, FIRE BARRIER -(2)'1x8 WALLSW/ GWB WI13a1 H INT. BEARINGWALL-24 WI13b1 H INT. BEARINGWALL-2X8 W414e NR INTERIORWALL-2X4 W144b NR INTERIORWALL-2rfi WI -14c NR INTERIORWALL-2x8 WINER 110 -HR FIRE BARRIER2x4 WNSb 110 -HR FIRE BARRIER -2x6 WL16a 1 -HR INTERIOR BEARING WALL -(2)2x4 WLi66 1 -HR INTERIOR BEARING WALL -(2)28 WI-l6C 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -17 1 -HR SMO(EBARRIER-2X4 KEYNOTES NO. NOTE 5.12 TUBE STEEL GUARDRAIL IY A.F.F. WITH METAL HANDRAIL, 36• A.F.F. ■ POWDER COATED 5.13 METAL HANDRAIL. 3X A.F.F. WITH LOW AND HIGH EXTENSIONS. RETURN community • planning •arcleleolurs TO WALL AS REWIRED. POWDER COATED 6.21 WOOD STAIRS 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LNNDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning •arcleleolurs 25M WALNUT STREET DENVER, COLORADO PoMS U) FellowZ W M 5M ^ LL O 00 F- IO1 W w LL e< LLI Q D /w V! lF— O O = IV1l1 W U _ W 0 > W �M ' ^ V M SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. Me Now 081 FEPAITSUBMITTAL MM r Rena D mre r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driven By RB JT CT ChadI By DMB Tme STAIR 2 PLANS Sheat Number A8-2.1 �, J STAIR 2 —SECTION 2 2 1/4" = 1'-0" M n !7C!SISI\ LEVEL 5: 144'-63/4' =Ri3bFPCATE 1 LEVEL 4_133'-11 LEVEL 3: 123'23'-3�' LEVEL 2: 112'12'-7 7180 LEVEL 11: 100'0' KEYNOTES ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 H UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FROVIDED)IAYERSGWR RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RC 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -7 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWR FLA x P1 \M Fill 1161111 �I0AL11113 \"�:� 11 11 I1: 111404416 lN.� 6 �AUllA 1 -HR ® NE_21-HR �� IIIi E:IIII E: VIII ✓I �: r Iii a� s a I� r T I g: C �' II I EE. Pe g M EXTERIORWALL-(2)2x4 WE3b1 H EXTERIORWALLDEMISING-(2)' WE -3c 1 -HR EXTERIOR WALL DEMISING -(2)2%8 WE4 NR PARAPET -2x6 WE5 5 EXTERIOR &MORE BARRIER -2x6 WEG 1 -HR �® WI -1a - � UNIT DEMISING, FIRE PARTITION -(2)2x4 MIIi� 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x6 �� 3�n'Ie Ee EdIII Ed 14 Till E: -be 'Ell ■�I I � ILII--\��_1111 CORRIDOR, FIRE PARTITION2x4 e 1 K 'I 1/bHR ��Illl hNlul III l 2 -HR —� WI -3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING R ��IP I}` I �n uI �r � 2 -HR Ig I I � ¢ ry 4 I. 'ter E?III ''I, I+ WI4a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI -Ss r SHAFTENCLOSURE, FIRE BARRIER-SHAFTUNERW2x WD FRAMING ON ONE SIDE WI5b �� •. -- 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD PUSHING ON EACH SIDE _ 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST WI -7 2 -HR 71111111111 11111111111 1111111111+-• 11111111111 1 1111111111ME -:-: ��' "'= Imo: 2 -HR FIREWALL- 8'PRELASTCONCRETE WIIlv FIAR EXTERIORWALL-26 WIA 2 -HR FIREWALL - SHAFTUNER(ONLY) WIRa 2 -HR FIREWALL -22x WIDWALL ONLY) W124 2 R SHAFT ENCL0.5URE-0"CONCRETE, RE: STRUCT WI -10 NR BE PRECAST J STAIR 2 —SECTION 2 2 1/4" = 1'-0" M n !7C!SISI\ LEVEL 5: 144'-63/4' =Ri3bFPCATE 1 LEVEL 4_133'-11 LEVEL 3: 123'23'-3�' LEVEL 2: 112'12'-7 7180 LEVEL 11: 100'0' N KEY PLAN ® w,®Z — PROJECT KEYNOTES ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 H UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FROVIDED)IAYERSGWR RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RC 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -7 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWR N KEY PLAN ® w,®Z — PROJECT KEYNOTES FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Description FG -1 1 -HR MIT l"MUSS WI SHTH AND GYPCRETE TOPPING FG -2 1 -HR CORRIDOR, 2x JOIST W/ BATH AND GYPCRETE TOPPING FCS NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FOS FIAR BALCONY,15-MAX. TRUSS W/CONCRETETOPPING FC5 FIAR UNIT, IS TRUSSES W/ SHTH AND GYPCRETE TOPPING FCS NR STAIRUilJ01NG 2x JOIST W/ SHTH(LAB OVER ADJACENT SHTH) AND 314" GYPCRETE TOPPING FC -7 FIAR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FLS 2 -HR MAST, 18' TRUSS W/ SHTH AND GYPCRETE TOPPING FLA FIAR UNIT, 18'MUSS WI SHTH AND GYPGRETE TOPPING AND MIN R-251NSUL. N KEY PLAN ® w,®Z — PROJECT KEYNOTES WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WS1a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT WS11b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT WS2 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WDM NR 0"CIXCRETE WALL, RE: STRUCT W4)3b NR 12' CONCRETE WALL., RE: STRUCT WM NR TCMU WALL W-05 2 -HR FIRE EVRRIER by CMU WN -L WE -la 1 -HR EXTERICRWALL-2W WE -ib 1 -HR E(TERICRWALL-2X0 WE -1c 1 -HR E(TERICRWAII-2X0 NE_21-HR E)mERIORWALL-DAW/ GWB ON BOTH SIDES WE3a1 H EXTERIORWALL-(2)2x4 WE3b1 H EXTERIORWALLDEMISING-(2)' WE -3c 1 -HR EXTERIOR WALL DEMISING -(2)2%8 WE4 NR PARAPET -2x6 WE5 1 -HR EXTERIOR &MORE BARRIER -2x6 WEG 1 -HR GENERIC WAIL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x6 WI -2e t2 -HR CORRIDOR, FIRE PARTITION2x4 W1-2b 1/bHR CORRIDOR, FIRE PARTITION-2x0WITHRO WIG 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER& WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WISb 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WD FRAMING WI4a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI -Ss 2 -HR SHAFTENCLOSURE, FIRE BARRIER-SHAFTUNERW2x WD FRAMING ON ONE SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER- SH4FTLINERW2x WD FRAMING ON ONE SIDE Wlbc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD PUSHING ON EACH SIDE W15 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST WI -7 2 -HR SHAFT ENCLOSURE, 2x WD STUD &GWB ON EACH SIDE WIA 2 -HR FIREWALL- 8'PRELASTCONCRETE WIIlv FIAR EXTERIORWALL-26 WIA 2 -HR FIREWALL - SHAFTUNER(ONLY) WIRa 2 -HR FIREWALL -22x WIDWALL ONLY) W124 2 R SHAFT ENCL0.5URE-0"CONCRETE, RE: STRUCT WI -10 NR BE PRECAST WI -11e I 1 -HR OCCUPANCY SEPARATION, RE BARRIER -2x4 WWI -11t, 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -2X8 WI -110 1 -HR OCCUPANCY SEPARATION, H 0N, FIRE BARRIER- WI-12a2e 1 -HR OCCUPPNCYSEPAMTON. FIRE BARRIER -(2) (2) 2.x8 WALLS W/ GWB WI -12b 1 -HR OCCUPPNCYBEPARAnON, FIRE BMRIER-(2)2v8 WALLS BY GWB WI-13a FIAFIAR INT.BEARINGWAIL-28 IAM WF13b FIAR INTERIORNGWAIL-2xB WF14 NR INTERIORWALL-2X4 WF14b NR INTERIORWALL-29 WI -1% INTERIOR 9 WFi5e lo -HR 1lo HER- FIREBARRIER-2N WFiW 11Y1 -HR FIREBARER-2a9 WWI -16a 1 -HR INTERIOR BBEARING WALL- 2x4 WL16b t -HR INTERIORBEARINGWALL-(2)25 WIFab 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -17 I 1 -HR SMq(ERARRIER-2X4 N KEY PLAN ® w,®Z — PROJECT KEYNOTES No. NOTE 5.11 TUBE STEEL CARE DETECTOR RAIL. POWDER COATED 5.12 TUBE STEEL GUARDRAIL, 42"AF.F. WITH METAL HANDRAIL, 38" AFRF POWDER COATED 5.13 METAL HANDRAIL,36'A.F.F. WITH LOW AND HIGH EXTENSIONS. RETURN TO WALL AS REWIRED. POWDER COATED 6.21 WOOD STAIRS 7.0 PRE -FINISHED METAL GUTTER; SN' TMB URBANE BRONZE 7.21 PRE -FINISHED METAL OOWNSPOUT; SW 7048 URBANE BRONZE 7.25 ASPHALT SHINGLES, MFR; CHARCOAL ISO STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. N KEY PLAN ® w,®Z — PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WALNUT STREET DENVER, COLORADO ebms .....,.mq.nmm U) Fennell Z W M M d O 00 Fississis IO1 W w�/ LL Q W Q= v, /�.0 V ! 0 U) O Ow =U _ W 0 > W � l ' ^ V M SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. Data IKua 10.16.19 1W%W 0928.20 PERM UBMITTK 1. 9 n O mp r DJV Amba Designer DMB N 08.28.2020 Job Number 218094 Dommi By RB JT CT CbetlN4B DMB Me STAIR 2 SECTIONS SbeM Number A8-212 REWMIdl111 -----�l 5s) ---�13s) GENERAL NOTES INFORMATION REGARDING EACH CONSTRUCTION TRADE MY BE LOCATED ON MY SHEET IN THIS SET OF DRAWINGS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH SUBCONTRACTOR HAS A COMPLETE SET OF DRAWINGS FROM WHICH TO REVIEW, BID AND CONSTRUCT. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING'S. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ARE GIVEN TO FACE OF STUDS. FRAMED WALLS ARE 3 K" UNLESS OTHERWISE INDICATED ON PLANS. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH STATE AND LOCAL CODES. SECURE ALL REQUIRED PERMITS AND APPROVALS PRIOR TO ANY CONSTRUCTION. PREFABRICATED STEEL STAIRS ALONG WITH ASSOCIATED HAR ICG AND GUARDRAILS SHALL BE DIFFERED SUBMITTAL AS DESCRIBED BELOW. THE STAIRS SHALL NOT BE LESS THAN F NOR MORE THAN 7'. THE LARGEST TREAD OR RISER WITHING ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST (TREAD OR RISER) BY WRE THAT 3/8" TOPS OF HANDRAILS SHOULD BE PLACED NOT LESS THAN W OR MORE THAN 3W ABOVE THE NOSING OF TREADS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12 -BEYOND THE TOP RISER AND CONTINUES TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTFOM RISER WHERE NOT CONTINUOUS BETWEEN FLIGHTS. ENDS SHALL BE RETURNED OR SHALL HAVE TERMINATIONS OR BENDS. KEYNOTES NO. WALL TYPE SCHEDULE MARK FIRE MING DESCRIPTION W31a 2 -HR SHAFT ENCLOSURE -6" CONCRETE RE STRUCT W31b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W32 2 -HR 10' CONCRETE FIRE WALL RE STRUCT W530 NR WCONCRETEWALL RE STRUCT W53b NR 12-CONCRETEWALL RE STRUCT WI NR CCMU WALL W45 2 -HR FIRE BARRIER, S -CMU WALL WE -la 1 -HR EXTERIOR WALL -2x4 WE -Ib 1 -HR EXTERIORWALL-2x6 WE -1c 1 -HR EXTERIORWALL-2x8 WE -2 1 -HR EXTERIOR WALL -2x6 W/ GWB ON BOTH SIDES WE -3a 1 -HR EXTERIOR WALL -(2)2rA WE36 1 -HR EXTERIORWALLDEMISING -(2(2x6 WE -3c 1 -HR EXTERIORWALLDEMISING- 2 gra WE -0 NR PARAPET -26 WE5 1 -HR EXTERIOR SS MORE BARRIER -23 WE -Se 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22x4 WI -ib 1 -HR UNIT DEMISING FIRE PARTITION -228 WI -2a 1Q -HR CORRIDOR. FIRE PARTITION -2W WI -2b 1Q -HR CORRIDOR. FIRE PARTNION-28 WITH RC WI -3 2 -HR EXIT ENCLOSURE .FIRE BARRIER - SHAFTLINER S WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE .FIRE BARRIER - SHAFTLINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE .FIRE CARRIER - SHAFTLINER S WD FRAMING WI -0 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4a 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4E 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI -5a 2 H SHAFT ENCLOSURE, FIRE BARRIER -SHAFRINERW2x W0 FRAMING ON ONE SIDE WII 2 -HR SHAFTENCLOSUREFIREBARRIER-SHAFnINERWaWD FRAMING ON ME SIDE Wlfic 2 -HR SHAFTENCLOSURE FIRE BARRIER SHAFTLINERBWD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLO URE. r PRE-0ABT WI-] 2 -HR SHAFT ENCLOSURE. a WD STUD B GWB ON 0ZHSIDE WI3 2 -HR FIREWAU--FPRE-CASTCONCRETE WHIM 1 -HR EXTERICRWAU.-28 WI -9 2 H FIREWALL - SHAFTLINER(ONLY) WI -9B 2 H FIREWALL -(2)2x MID WALL ONLY( Wim 2 H SHAFT ENCLOSURE -B" CONCRETE, RESTRUCT W110NR 8"PRECAST WI11a1 H OCCUPANCY SEPARATION FIREBARRIER-2x4 WI -116 1 H OCCUPANCY SEPARATION ,FIREBARRIER-28 WI -11C 1 -HR OCCUPANCYSEPAMTION,FIRE BARRIER -2x8 WI -12a 1 -HR OCCUPPNCYSEPAMION,FIRE BARRIER-(2)'D£WPLLSW/ GWB WI12b1 H OCCUPANCY SEPARATION, FIRE BARRIER -(2)'1x8 WALLSW/ GWB WI13a1 H INT. BEARINGWALL-24 WI13b1 H INT. BEARINGWALL-2X8 W414e NR INTERIORWALL-2X4 W144b NR INTERIORWALL-2rfi WI -14c NR INTERIORWALL-2x8 WINER 110 -HR FIRE BARRIER2x4 WNSb 110 -HR FIRE BARRIER -2x6 WL16a 1 -HR INTERIOR BEARING WALL -(2)2x4 WLi66 1 -HR INTERIOR BEARING WALL -(2)28 WI-i6c 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -1] 1 -HR SMMEBARRIER-2X4 KEYNOTES NO. NOTE 5.12 TUBE STEEL GUARDRAIL 4 A.F.F. WITH METAL HANDRAIL, 36' A.F.F. ■ POWDER COATED 5.13 METAL HANDRAIL. 3X A.F.F. WITH LOW AND HIGH EXTENSIONS. RETURN community • planning •arclelaolurs TO WALL AS REWIRED. POWDER COATED 6.21 WOOD STAIRS 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LNNDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. N KEY PLAN (t A+ PROJECT N 111 �� ■ KEPHART community • planning •arclelaolurs 25M WALNUT STREET DENVER, COLORADO PoMS U) FellowZ W M 5M ^ LL O 00 IO1 W w�/ LL Q W Q= U � D /w� V! l�! V OOw =U _ w 0 > W �M ' ^ V M SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. MeL�T�UBM�k 10.18.19 8828.20MM In MR r DJV PMgd Rsigner DMB Date 08.28.2020 Job Number 218094 Driven By RB JT CT xM8 By DMB Tore STAIR 3 PLANS Sheat Number IA8=10 N REWMIdl111 GENERAL NOTES INFORMATION REGARDING EACH CONSTRUCTION TRADE MY BE LOCATED ON MY SHEET IN THIS SET OF DRAWINGS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH SUBCONTRACTOR HAS A COMPLETE SET OF DRAWINGS FROM WHICH TO REVIEW, BID AND CONSTRUCT. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING'S. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ARE GIVEN TO FACE OF STUDS. FRAMED WALLS ARE 3 K" UNLESS OTHERWISE INDICATED ON PLANS. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH STATE AND LOCAL CODES. SECURE ALL REQUIRED PERMITS AND APPROVALS PRIOR TO ANY CONSTRUCTION. PREFABRICATED STEEL STAIRS ALONG WITH ASSOCIATED HAR ICG AND GUARDRAILS SHALL BE DIFFERED SUBMITTAL AS DESCRIBED BELOW. THE STAIRS SHALL NOT BE LESS THAN F NOR MORE THAN 7'. THE LARGEST TREAD OR RISER WITHING ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST (TREAD OR RISER) BY WRE THAT 3/8" TOPS OF HANDRAILS SHOULD BE PLACED NOT LESS THAN W OR MORE THAN 3W ABOVE THE NOSING OF TREADS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12 -BEYOND THE TOP RISER AND CONTINUES TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTFOM RISER WHERE NOT CONTINUOUS BETWEEN FLIGHTS. ENDS SHALL BE RETURNED OR SHALL HAVE TERMINATIONS OR BENDS. KEYNOTES NO. WALL TYPE SCHEDULE MARK FIRE MING DESCRIPTION W31a 2 -HR SHAFT ENCLOSURE -6" CONCRETE RE STRUCT W31b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W32 2 -HR 10' CONCRETE FIRE WALL RE STRUCT W530 NR WCONCRETEWALL RE STRUCT W53b NR 12-CONCRETEWALL RE STRUCT WI NR CCMU WALL W45 2 -HR FIRE BARRIER, S -CMU WALL WE -la 1 -HR EXTERIOR WALL -2x4 WE -Ib 1 -HR EXTERIORWALL-2x6 WE -1c 1 -HR EXTERIORWALL-2A WE -2 1 -HR EXTERIOR WALL -2x6 W/ GWB ON BOTH SIDES WE -3a 1 -HR EXTERIOR WALL -(2)2rA WE36 1 -HR EXTERIORWALLDEMISING -(2(2x6 WE -3c 1 -HR EXTERIORWALLDEMISING- 2 gra WE -0 NR PARAPET -26 WE5 1 -HR EXTERIOR SMORE BARRIER -23 WE -Se 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22x4 WI -ib 1 -HR UNIT DEMISING FIRE PARTITION -228 WI -2a 1Q -HR CORRIDOR. FIRE PARTITION -2W WI -2b 1Q -HR CORRIDOR. FIRE PARTNION-28 WITH RC WI -3 2 -HR EXIT ENCLOSURE .FIRE BARRIER - SHAFTLINER S WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE .FIRE BARRIER - SHAFTLINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE .FIRE CARRIER - SHAfTLINER B WD FRAMING WI -0 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4a 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4E 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI -5a 2 H SHAFT ENCLOSURE, FIRE BARRIER -SHAFRINERW2x WD FRAMING ON ONE SIDE WII 2 -HR SHAFTENCLOSUREFIREBARRIER-SHAFnINERWaWD FRAMING ON ME SIDE Wlfic 2 -HR SHAFTENCLOSURE FIRE BARRIER SHAFTLINERBWD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. r PRE-0ABT WI-] 2 -HR SHAFT ENCLOSURE. a WD STUD B GWB ON 0ZHSIDE WI3 2 -HR FIREWAU--FPRE-CASTCONCRETE WHIM 1 -HR EXTERICRWAU.-28 WI -9 2 H FIREWALL - SHAFTLINER(ONLY) WI -9B 2 H FIREWALL -(2)2x MID WALL ONLY( Wim 2 H SHAFT ENCLOSURE -B" CONCRETE, RESTRUCT W110NR 8"PRECAST WI11a1 H OCCUPANCY SEPARATION FIREBARRIER-2x4 WI -116 1 H OCCUPANCY SEPARATION ,FIREBARRIER-28 WI -11C 1 -HR OCCUPANCYSEPAMTION,FIRE BARRIER -2A WI -12a 1 -HR OCCUPPNCYSEPAMION,FIRE BARRIER-(2)'D£WPLLSW/ GWB WI12b1 H OCCUPANCY SEPARATION, FIRE BARRIER -(2)'1x8 WALLSW/ GWB WI13a1 H INT. BEARINGWALL-24 WI13b1 H INT. BEARINGWALL-2X8 W414e NR INTERIORWALL-2X4 W144b NR INTERIORWALL-2rfi WI -14c NR INTERIORWALL-2x8 WINER 110 -HR FIRE BARRIER2x4 WNSb 110 -HR FIRE BARRIER -2x6 WL16a 1 -HR INTERIOR BEARING WALL -(2)2x4 WLi66 1 -HR INTERIOR BEARING WALL -(2)28 WI-i6c 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -1] 1 -HR SMMEBARRIER-2X4 KEYNOTES NO. NOTE 5.12 TUBE STEEL GUARDRAIL 4 A.F.F. WITH METAL HANDRAIL, 36' A.F.F. ■ POWDER COATED 5.13 METAL HANDRAIL. 3X A.F.F. WITH LOW AND HIGH EXTENSIONS. RETURN community • planning •arclelaolurs TO WALL AS REWIRED. POWDER COATED 6.21 WOOD STAIRS 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LNNDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. N KEY PLAN (t A+ PROJECT N 111 �� ■ KEPHART community • planning •arclelaolurs 25M WALNUT STREET DENVER, COLORADO PoMS U) FellowZ W M 5M ^ LL O 00 IO1 W w�/ LL Q W Q= U � D /w� V! l�! V OOw =U _ w 0 > W �M ' ^ V M SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. Mek�TSUBM�k MM MR r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driven By RB JT CT Chadmi By DMB 3 PLANS Essill N 2 8-3.3 A B GENERAL NOTES INFORMATION REG4RDING EACH CONSTRUCTION TRADE MY BE LOCATED ON MY SHEET IN THIS SET OF DRAWINGS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH SUBCONTRACTOR HAS A COMPLETE SET OF DRAWINGS FROM WHICH TO REVIEW, BID AND CONSTRUCT. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING'S. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ARE GIVEN TO FACE OF STUDS. FRAMED WALLS ARE 3 K" UNLESS OTHERWISE INDICATED ON PLANS. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH STATE AND LOCAL CODES. SECURE ALL REQUIRED PERMITS AND APPROVALS PRIOR TO ANY CONSTRUCTION. PREFABRICATED STEEL STAIRS ALONG WITH ASSOCIATED HAR ICG AND GUARDRAILS SHALL BE DIFFERED SUBMITTAL AS DESCRIBED BELOW. THE STAIRS SHALL NOT BE LESS THAN F NOR MORE THAN 7'. THE LARGEST TREAD OR RISER WITHING ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST (TREAD OR RISER) BY WRE THAT 3/8" TOPS OF HANDRAILS SHOULD BE PLACED NOT LESS THAN W OR MORE THAN 3W ABOVE THE NOSING OF TREADS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12 -BEYOND THE TOP RISER AND CONTINUES TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTFOM RISER WHERE NOT CONTINUOUS BETWEEN FLIGHTS. ENDS SHALL BE RETURNED OR SHALL HAVE TERMINATIONS OR BENDS. N KEY PLAN (t A+ PROJECT KEYNOTES WALL TYPE SCHEDULE MARK FIRE MING DESCRIPTION W31a 2 -HR SHAFT ENCLOSURE -6" CONCRETE RE STRUCT W31b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W32 2 -HR 10' CONCRETE FIRE WALL RE STRUCT W530 NR WCONCRETEWALL RE STRUCT W53b NR 12-CONCRETEWALL RE STRUCT WI NR CCMU WALL W45 2 -HR FIRE BARRIER, S -CMU WALL WE -la 1 -HR EXTERIOR WALL -2x4 WE -Ib 1 -HR EXTERIORWALL-2x6 WE -1c 1 -HR EXTERIORWALL-2A WE -2 1 -HR EXTERIOR WALL -2x6 W/ GWB ON BOTH SIDES WE -3a 1 -HR EXTERIOR WALL -(2)2rA WE36 1 -HR EXTERIORWALLDEMISING -(2(2x6 WE -3c 1 -HR EXTERIORWALLDEMISING- 2 gra WE -0 NR PARAPET -26 WE5 1 -HR EXTERIOR SS MORE BARRIER -23 WE -Se 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22x4 WI -ib 1 -HR UNIT DEMISING FIRE PARTITION -228 WI -2a 1Q -HR CORRIDOR. FIRE PARTITION -2W WI -2b 1Q -HR CORRIDOR. FIRE PARTNION-28 WITH RC WI -3 2 -HR EXIT ENCLOSURE .FIRE BARRIER - SHAFTLINER S WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE .FIRE BARRIER - SHAFTLINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE .FIRE CARRIER - SHAFTLINER S WD FRAMING WI -0 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4a 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4E 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI -5a 2 H SHAFT ENCLOSURE, FIRE BARRIER -SHAFRINERW2x W0 FRAMING ON ONE SIDE WII 2 -HR SHAFTENCLOSUREFIREBARRIER-SHAFnINERWaWD FRAMING ON ME SIDE Wlfic 2 -HR SHAFTENCLOSURE FIRE BARRIER SHAFTLINERBWD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. r PRE-0ABT WI-] 2 -HR SHAFT ENCLOSURE. a WD STUD B GWB ON 0ZHSIDE WI3 2 -HR FIREWAU--FPRE-CASTCONCRETE WHIM 1 -HR EXTERICRWAU.-28 WI -9 2 H FIREWALL - SHAFTLINER(ONLY) WI -9B 2 H FIREWALL -(2)2x MID WALL ONLY( Wim 2 H SHAFT ENCLOSURE -B" CONCRETE, RESTRUCT W110NR 8"PRECAST WI11a1 H OCCUPANCY SEPARATION FIREBARRIER-2x4 WI -116 1 H OCCUPANCY SEPARATION ,FIREBARRIER-28 WI -11C 1 -HR OCCUPANCYSEPAMTION,FIRE BARRIER -2x6 WI -12a 1 -HR OCCUPPNCYSEPAMION,FIRE BARRIER-(2)'D£WPLLSW/ GWB WI12b1 H OCCUPANCY SEPARATION, FIRE BARRIER -(2)'1x3 WALLSW/ GWB WI13a1 H INT. BEARINGWALL-24 WI13b1 H INT. BEARINGWALL-2X8 W414e NR INTERIORWALL-2X4 W144b NR INTERIORWALL-2rfi WI -14c NR INTERIORWALL-2x8 WINER 110 -HR FIRE BARRIER2x4 WNSb 110 -HR FIRE BARRIER -2x6 WL16a 1 -HR INTERIOR BEARING WALL -(2)2x4 WLi66 1 -HR INTERIOR BEARING WALL -(2)28 WI-i6c 1 -HR INTERIOR BEARING WALL -(2)2x6 WI -1] 1 -HR SMMEBARRIER-2X4 N KEY PLAN (t A+ PROJECT KEYNOTES No. NOTE Z25 ASPHALTSHINGLES, MFR', CHARCOAL 23.3 EXHAUST SHAFT TERMINATION N KEY PLAN (t A+ PROJECT N 111 �� ■ KEPHART community • planning •arclelaolurs 35M WALNUT STREET DENVER, COLORADO PoMS xx mmM1enmm U) FellowZ W M 5M ^ LL O 00 IO1 W w�/ LL Q W Q= U � D /w� V! l�! V OOw =U _ w 0 > W �M ' ^ V M SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Mek�TSUBM�k MM mg r DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Driven By RB JT CT Chadmi By DMB Tore STAIR 3 PLANS Sheat Number IA8=12 N OW L 3Sim SIM SIM SIM STAIR 2 1/4„ = 1,-C„ 3 - SECTION 2 FIRE RATING DESCRIPMON RC -1 1 -HR UNIT. ROOF TRUSSES, PROVIDE(1) LAYER GWR ON RCDELUXE RC -2 1 -HR Cai•■1 ',I►�aErwii�•�w�iLi1.�•u:�,Ll•1�.ui•��.�i11 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE(1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE(1)LAVER GWB _ © 1 -HR ,I KI $$ "''� .....lig?n���I'ljj ■G:`I■_-_ I 2P.I��- I� �I��■�I �LhIII��III 6 I PPPPP pS 6II? CC " S 6A Z S4 FPI II f� lv A9 Y s 9 LIZ■::::e :::::::::::::v :. c H ie■ IIIA y- iT y Io RC -7 yl� S a.i .Iy =� METAL FRAMING, PROVIDE(2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE(2) LAYERS GWB FLA FIAR �- g 2�- EXTERIOR WAIL -2X8 WE -2 ' DeI � Iell'a S— I WE -3a 1 -HR EXTERIORWALL-(2)2xd WEdb ��— 2 �� WEE 1NR EXTERIOR WALL DEMISING -(2I 2%8 WE -0 NR S �li�����l WE5 1 -HR Roc H E��I�h ..y *']IIII��������'`e 1 -HR 11 11 WI -1a 1 -HR UNITDCWPII UNIT DEMISING, FIRE PARTITION -(2)2x4 E 2 1-R UNIT DEMISING FIRRTITIO TI ON -(2)2x6 WI -2e II_ CORRIDOR, FIRE PARTITION -2xd WIQb 1/2 -HR CORRIDOR, FIRE PARTITION -2x6 WITH RC WIS 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WLY ITIS EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING W14 �� EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI -0b I_A■i�l EXITENCLOSUREE. RRRIE WI5s 2 -HR � WI5b ��L� SHAFT ENON ME SIFIRE BARRIER-SH4FTLINERW 2x WD FRAMINGON SIDE Wlbc FI I 111 •� 11 11 11 11 1 1 1 1 1 1 1 W15 L 3Sim SIM SIM SIM STAIR 2 1/4„ = 1,-C„ 3 - SECTION 2 FIRE RATING DESCRIPMON RC -1 LEVEL 5: 144•-63/4' FMOFP=: T44 -b9d _ LEVEL 4: 133'-115/8" LEVEL 3: 123'-3 3/44' LEVEL 2: 112'-7 78 _ LEVEL 1:100'8 N KEY PLAN (t A+ PROJEC KEYNOTES ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPMON RC -1 1 -HR UNIT. ROOF TRUSSES, PROVIDE(1) LAYER GWR ON RCDELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, FROVIDED)IAYERSGWR RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE(1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE(1)LAVER GWB RO-5 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE(1) LAYER GWB CN RC DELUXE RC -7 1 -HR METAL FRAMING, PROVIDE(2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE(2) LAYERS GWB N KEY PLAN (t A+ PROJEC KEYNOTES FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Description FG -1 1 -HR MITl"TRUSS WI SHTH AND GYPCRETE TOPPING FG -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FLS NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FOS FIAR BALCONY,15-MAX. TRUSS W/CONCRETETOPPING FL5 FIAR UNIT, IS TRUSSES W/ SHTH AND GYPCRETE TOPPING FLS NR STAIRUilJDING 2x JOI5T W/ SHTH(LAB OVER ADJACENT SHTH) AND 314" GYPCRETE TOPPING FL4 FIAR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FLS 2 -HR MAST,18'TRUSS W/ SHTH AND GYPCRETE TOPPING FLA FIAR UNIT,18'TRUSS WI SHTH AND GYPGRETE TOPPING AND MIN R-VONSUL. N KEY PLAN (t A+ PROJEC KEYNOTES WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WS1a 2 -HR SHAFT ENCLOSURE- 8" CONCRETE, RE: STRUCT WS1b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT WS2 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT WDM NR 8"CONCRETE WALL, RE: STRUCT W1Cb NR 12" CONCRETE WPII, RE: STRUCT WM NR TCMU WALL WSS 2 -HR EIREB.SRRIERO"CMU WILLL WEie 1 -HR E(TERICRWALL-2W WE -ib 1 -HR E(TERICRWALL-2X8 WE-tc 1 -HR EXTERIOR WAIL -2X8 WE -2 1 -HR EXIERIORWALL-DEW/GWB ON BOTH SIDE3 WE -3a 1 -HR EXTERIORWALL-(2)2xd WEdb 1 -HR EXTERIORWALLDEMISING-SIM WEE 1NR EXTERIOR WALL DEMISING -(2I 2%8 WE -0 NR WE5 1 -HR EXTERIT-2x6 CKE BARRIER -2x6 WEG 1 -HR GENERICWALL WI -1a 1 -HR UNITDCWPII UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -ID 1-R UNIT DEMISING FIRRTITIO TI ON -(2)2x6 WI -2e 12 -HR CORRIDOR, FIRE PARTITION -2xd WIQb 1/2 -HR CORRIDOR, FIRE PARTITION -2x6 WITH RC WIS 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WLY 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINER&WD FRAMING WI -0b 2 -HR EXITENCLOSUREE. RRRIE WI5s 2 -HR FIRE -SHAFINER&WDFRAMING SHAFT ENCLOSURE,FIRE BARRIER-SHAFTLINERW 2x WD FRAMING ON ONE SLOE WI5b 2 -HR SHAFT ENON ME SIFIRE BARRIER-SH4FTLINERW 2x WD FRAMINGON SIDE Wlbc 2 -HR SU SHAFT EN CLOSURE, FIRE BARRIER-BHAFTLINERB WD FHAMING ON EACH SLOE W15 2 -HR SHAFT ENCLOSURE, B" WIS 2 -HR WDSTUD ON EACH BIDE SHAFTE-- No. Dale IPsua 8'PRE2x TCONCR&GWB FIREWPLL-8'PRESASi CONCRETE W I4b FIAR 1 -HR EXTERIOR WALL -26 WIA 149 2 -HR FIREWALL -(2)2X WIRa 2 -HR WNW LLO FIREWALL -22X DWALL ONL W124 2N R SHAFT ENCL0.5URE-0"CONCRETE, RE: STRUCT WI -10 NR 8"FRECABT WI -11e 1 -HR OCCUPANCY SEPARATION, BARRIER -2X4 WFitb 1 -HR HRE OCCUPANCY SEPARATON, BARRIER -2X8 WI -11c 1 -HR HRE OCCUPANCYSEPARAl10N, FIRE BARRIER -2X8 WF12e 1 -HR OCCUPPNCYSEPAMTON. EIRE BARRIER-(2I2XB WALLS W/ GWB WF12b 1 -HR OCCUPPNCYBEPARAnON, FIREBMRIER-(2)2v8 WPLL5 W/ GWB WF13e INT.BEARINGWAIL-28 WF13b FIAR 1NR INTERIORNGWAl1-2XB WI -14e NR INTERIORWALL-2X4 WFi4b NR INTERIORWALL-2X8 WI -1% 2X8 WFi5e o- 11Y1 -HR FINERIORWA- FIRE BARRIER -2x4 WFiW 11Y1 -HR WFiBe 1 -HR INTE IORRIEARING INTERIOR BEARING WALL- 2x4 WL186 1 -HR INTERIOR BEARING WALL -(2)25 W 1 -HR (2)2x8 WI -17 FII 1 -HR bMQMORBEARIN-ZA4 SMOKE BARRIER -2X4 N KEY PLAN (t A+ PROJEC KEYNOTES No. NOTE 5.11 TUBE STEEL CARE DETECTOR RAIL. POWDER COATED 5.12 TUBE STEEL GUARDRAIL, 42"AF.F. WITH METAL HANDRAIL, 38" A R. POWDER COATED 6.21 WOOD STAIRS 7.25 ASPHALT SHINGLES, MFR; CHARCOAL 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LANDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. N KEY PLAN (t A+ PROJEC W N OO x U a O U 111 ,, ■ KEPHART commun' • lannin •architecture 25M WALNUT STREET DENVER, COLORADO Bbms .nn.mBbenmm U / Z W M M d O 00 IO1 W w�/ LL Q W Q= (n v, /Wu V! 0 V) OO =U W _ W 0 > W � l ' ^ V M SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. Dale IPsua mt8.10 too%CO 0828.20 PExM UBMIT . e m o m DJV Pmgd Designer DMB te 08.28.2020 um ar 218094 RB JT CT CbetlN4B DMB title STAIR 3 SECTIONS sb.M xmro.r A8-3.3 W N OO x U a O U 1/4" = V-0" I F iIL!IHlQOY IM!IIHIHOY GENERAL NOTES INFORMATION REGARDING EACH CONSTRUCTION TRADE MY BE LOCATED ON MY SHEET IN THIS SET OF DRAWINGS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH SUBCONTRACTOR HAS A COMPLETE SET OF DRAWINGS FROM WHICH TO REVIEW, BID AND CONSTRUCT. • DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING'S. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ARE GIVEN TO FACE OF STUDS. FRAMED WALLS ARE 3 K" UNLESS OTHERWISE INDICATED ON PLANS. • ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH STATE AND LOCAL CODES. SECURE ALL REQUIRED PERMITS AND APPROVALS PRIOR TO ANY CONSTRUCTION. PREFABRICATED STEEL STAIRS ALONG WITH ASSOCIATED HAR ICG AND GUARDRAILS SHALL BE DIFFERED SUBMITTAL AS DESCRIBED BELOW. THE STAIRS SHALL NOT BE LESS THAN F NOR MORE THAN 7'. THE LARGEST TREAD OR RISER WITHING ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST (TREAD OR RISER) BY WRE THAT 3/8" TOPS OF HANDRAILS SHOULD BE PLACED NOT LESS THAN W OR MORE THAN 3a• ABOVE THE NOSING OF TREADS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12 -BEYOND THE TOP RISER AND CONTINUES TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTFOM RISER WHERE NOT CONTINUOUS BETWEEN FLIGHTS. ENDS SHALL BE RETURNED OR SHALL HAVE TERMINATIONS OR BENDS. KEYNOTES NO. WALL TYPE SCHEDULE MMK FIRE MING DESCRIPTION W31a 2 -HR SHAFT ENCLOSURE -6" CONCRETE RE STRUCT W31b 2 -HR SHAFT ENCLOSURE 13 CONCRETE RE. STRUCT W32 2 -HR 10• CONCRETE FIRE WALL RE STRUCT W530 NR WCONCRETEWALL RE STRUCT W53b NR 12•CONCRETEWALL RE STRUCT WI NR CCMU WALL W45 2 -HR FIRE BARRIER, S -CMU WALL WE -la 1 -HR EXTERIOR WALL -2x4 WE -Ib 1 -HR EXTERIORWALL-2x6 WE -1c 1 -HR EXTERIORWALL-2A WE -2 1 -HR EXTERIOR WALL -2x6 W/ GWB ON BOTH SIDES WE -3a 1 -HR EXTERIOR WALL -(2)2rA WE36 1 -HR EXTERIORWALLDEMISING -(2(2x6 WE -3c 1 -HR EXTERIORWALLDEMISING- 2 gra WE -0 NR PARAPET -26 WE5 1 -HR EXTERIOR SMORE BARRIER -23 WE -Se 1 -HR GENERIC WALL WI -1a 1 -HR UNIT DEMISING FIRE PARTITION -22x4 WI -ib 1 -HR UNIT DEMISING FIRE PARTITION -228 WI -2a 1Q -HR CORRIDOR. FIRE PARTHION-Sire WI -2b 1Q -HR CORRIDOR. FIRE PARTNION-28 WITH RC WI -3 2 -HR EXIT ENCLOSURE .FIRE BARRIER - SHAFTLINER S WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE .FIRE BARRIER - SHAFTLINER S WD FRAMING WI -3b 2 -HR EXIT ENCLOSURE .FIRE CARRIER - SHAfTLINER B WD FRAMING WI -0 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4a 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI4E 2 H EXIT ENCLOSURE,FIREBARRIER - SHAFTLINERBWO FRAMING WI -5a 2 H SHAFT ENCLOSURE, FIRE BARRIER -SHAFRINERW2x WD FRAMING ON ONE SIDE WII 2 -HR SHAFTENCLOSUREFIREBARRIER-SHAFnINERWaWD FRAMING ON ME SIDE WI -5: 2 -HR SHAFTENCLOSURE FIRE BARRIER SHAFTLINERBWD FRAMING ON EACH SIDE WI3 2 -HR SHAFT ENCLOSURE. r PRE-0ABT WI-] 2 -HR SHAFT ENCLOSURE. a WD STUD B GWB ON 0ZHSIDE WI3 2 -HR FIREWAU--FPRE-CASTCONCRETE WHIM 1 -HR EXTERICRWAU.-28 WI -9 2 H FIREWALL - SHAFTLINER(ONLY) WI -9B 2 H FIREWALL -(2)2x MID WALL ONLY( Wim 2 H SHAFT ENCLOSURE -B" CONCRETE, RESTRUCT W110NR 8"PRECAST WI11a1 H OCCUPANCY SEPARATION FIREBARRIER-2x4 W4116 1 H OCCUPANCY SEPARATION ,FIREBARRIER-28 WI -11C 1 -HR OCCUPANCYSEPAMTION,FIRE BARRIER -2A WI -12a 1 -HR OCCUPPNCYSEPAMTIO,FIRE BARRIER-(2)'D£WPLLSW/ GWB WI12b1 H OCCUPANCY SEPARATION, FIRE BARRIER -(2)'1x8 WALLSW/ GWB WI13a1 H INT. BEARINGWALL-24 WI13b1 H INT. BEARINGWALL-2X8 W414e NR INTERIORWALL-2X4 W144b NR INTERIORWALL-2rfi WI -14c NR INTERIORWALL-2x8 INNER 110 -HR FIRE BARRIER2x4 -SH:191I 1 V2 HR FIRE BARRIER -2x6 WF16a 1 -HR INTERIOR BEARING WALL -(2)2x4 WF166 1 -HR INTERIOR BEARING WALL -(2)28 WI-i6c 1 -HR INTERIOR BEARING WALL -(2)2x8 WI -1] 1 -HR SMMEBARRIER-2X4 KEYNOTES NO. NOTE 5.12 TUBE STEEL GUARDRAIL 42•A.F.F. WITH METAL HANDRAIL, 36• A.F.F. ■ POWDER COATED 5.13 METAL HANDRAIL. 3X A.F.F. WITH LOW AND HIGH EXTENSIONS. RETURN community • planning aarclemcturs TO WALL AS REWIRED. POWDER COATED 6.21 WOOD STAIRS 131 STANDPIPE W/ HOSE CONNECTION AT INTMED. LNNDING. EXACT LOCATION SHALL BE PER FIRE SPRINKLER DIFFERED SUBMITTAL AND SHALL BE SUBMITTED TO FD FOR PRIOR APPROVAL. N KEY PLAN ® 4 PROJECT 111 �� ■ KEPHART community • planning aarclemcturs 25M WALNUT STREET DENVER, COLORADO PoMS U) FellowZ W M 5M ^ LL O 00 IO1 W w LL Q W Q= U � D /w� V! l�! V OOw =U _ w 0 > W �M ' ^ V M SOF C040 B N 037 4 �SFD ARC`F. 03.25.2021 No. DataL�T�UBM�k mt8.19 8828.20MM In MR r DJV PMgd Rsigner DMB e 08.28.2020 Job Number 218094 Driven By RB JT CT xM4 By DMB Toe STAIR 4 PLANS Number USheat A8-480 STAIR 4 - SECTION 2 2 1/41, =1,-0., L STAIR 4 - SECTION 1 1/4, =11-D° IS a b N LEVEL d: 133'-11 5/8 IIIIIJ LEVEL 3: 123'_33/4' LEVEL 2: 112'_] 7/8' LEVEL 1:100'8 BASEMENT: 89'_25/8 NO. ROOFICEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 H UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RCOELUXE 1�.1.4L6111.u11.11� 1 H Maw IM 'AN. EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RC 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED RODE TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GAS ON RC DELUXE RC -7 THR METAL FRAMING, PROVIDE (2) LAYERS OWES ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS SWISS ® �.. Ru1i111t 1�1A 11 FIAR UNIT, UPMUSS WI SHTI AND GYPORETE TOPPING AND MIN R-251NSUL. WE -1c 1 -HR EXTERICRWAIL-240 WE -2 Sim EXTERIOR WALL -2441 W/ GWB ON BOTH SIDES WESs FIAR EXTERIOR WALL -(2)2X1 WESb 1 1 H EXTERIORWALLDEMISING-(2)28 Wi 1 H EXTERIORWALLDEMISING-(2)2x6 Ali NR PARAPETGo WE5 1 -HR EXTERIORBSMCKERARRIER-205 WE— OR GENERIC WAIL Vi 1 -HR UNIT DEMISING, FIRE PARTTIOL(2) L4 Vi 1 -HR ■ill ��„■,■,■,■J���■1 12 -HR III Vi 1I CORRIDOR, FIRE PARTI7I0N-2x8WITHRC VIII MI IIIIII� r �IIIIIIIIIII%I \ 1��1111 P WI wA� n EXIT ENCLOSURE, FIRE BARRIER- SHAFTNERSWD FRAMING W3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTULINERSWDFRAMING WI -014 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WI -0e 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WI46 2 -HR EXIT ENCLOSURE, FIRE BARRIERL WI5s 2 -HR BAR IR -SA INERWDFRAMING SHAFT ENON ME SIFIRE BARRIER-SH4FRINERW 2x WD FRAMINGON SIDE WI5E 2 -HR SU SHAFT ENCLOSURE, ME SIDE BARRIER -SH4FRINERW 2x WD FRAMINGON SIDE Wlbc 2 -HR SU SHAFTENCLOSURE,FIRE BARRIER -SHAFTLINERB WD FRAMINGON SIDE W18 2 -HR SLIF SHAFT ENCLOSURE, CAST WI -0 2 -HR a AD WDSTUD &GWB ON EACH SIDE WIA Issue FSHAFT IREVANCLOBURECN FIREWPLL-B'PRELABTCONCRETE W FIAR 1 -HR EXTERIOR WALL -28 IF) WIA 2 -HR FIREWALL -(2)2x INW WIRe 2 -HR DWALL ONL FIRE WALL - WALL � a1 III SHAFT ENCLOSURE SHAFT ENCL0.5URE-0"CONCRETE, RE: STRUCT wFlo WI -10 NR IIII�!ll WNie I 1 -HR I W Fi1 1 -HR alit 0 II1111111 OCCUPANCYSEPAIRA110R HIRE BARRIER -28 ilii WF12e 1 -HR __ - CORRIDOR OCCUPPNCYSEPARATION, FIRE BARRIER -(2)28 WPLLB W/ GAS WN3e 1 -HR INT.BEARINGWAL-I WN36 1 -HR INMRIORIWALL- -28 WFi4e NR INTERIORWALL-2%6 wFig,NR Alm- INTERIORWALL-28 Si NR 8 Vii 11@ -HR FIRE BARIER- FIRE BARRIER -2%C Vi iW i ISI -HR -28 FIRINTERIOR V •�■,■,■,■,■,,,, BER INTERIOR BEARING WALL -(2)2x4 111 WJ 1 H INTERIOR BEARING WALL-(2)2xfi WI-i6C \Ill�llllllll.!\, INTERIOR WALL -(2)2xS W-17 1 -HR RIFFERBEARING SMOKE BARRIER -2%4 l■,■�,■■■I Itlf� '��i��1111 ���,,, • • 11111111 IA11 I ''AAAa�AAA ��� _ ©ice' CORRIDOR 7-50 - I�! jiiiinilYiu I __,IIIIIIIIilillllll!!!! �l ;fliil��ll�uu.. 31�■;■;■■■1 1.■;■i;■'■'■ III'';_ , 1 II II NJ -• ® ® SII 1111j11 A1,1 - sm Ilial_ CORRIDOR II I :59 IIII••11111 I lllliill�ll 1111111 _ !!!!!! I. . _ I�I��IIIiI�IIlllllllll S 1,■,■,■■■f I ...Il..Au1A Itlf� III r�1\, — �i�;■i■i■i■i■�I 1.111 ������� • r I Sim �� 1111111 A1A AA,AAA I L AAaAA _ 1111111 CORRIDOR I• I IICI ®' I I • Qil, yx 1 �I IA 1 sAA �0 1@1111 iss 1111 Allies L STAIR 4 - SECTION 1 1/4, =11-D° IS a b N LEVEL d: 133'-11 5/8 IIIIIJ LEVEL 3: 123'_33/4' LEVEL 2: 112'_] 7/8' LEVEL 1:100'8 BASEMENT: 89'_25/8 KEYNOTES NO. ROOFICEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 H UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RCOELUXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FROVIDE(2)IAYERSGWB RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RC 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED RODE TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GAS ON RC DELUXE RC -7 THR METAL FRAMING, PROVIDE (2) LAYERS OWES ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS SWISS KEYNOTES NO. FLOORICEILING TYPE SCHEDULE MARK FIRE RATNG Description FG -1 1 -HR UNIT, 18"TRUSS WI SHTI AND GYPCRETE TOPPING FG -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FLS NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FL -0 FIAR BALCONSTS-MA%. TRUSS W/CONLRETETOPPING FL5 FIAR UNIT, IS TRUSSES W/ SHTH AND GYPCRETE TOPPING FL8 NR STAIRLANDING 2x JOIST W/ SHTH JUMP OVER ADJACENT Sri AND 314" GYPCRETE TOPPING Pi FIAR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FLS 2 -HR TRASH, 18' TRUSS W/ SHTI AND GYPCRETE TOPPING FLA FIAR UNIT, UPMUSS WI SHTI AND GYPORETE TOPPING AND MIN R-251NSUL. KEYNOTES NO. WALL TYPE SCHEDULE MARK FIRE RATNG DESCRIPTION WUta 2 -HR SHAFT ENCLOSURE- 8” CONCRETE, RE: STRUCT WLib 2 -HR SHAFT ENCLOSURE- 13" CONCRETE, RE: STRUCT W42 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT W -03e NR 0" CONCRETE WALL, RE: STRUCT WAT NR 12" CONCRETEWPIL, RE: STRUCT W-04 NR 0"CMUWALL W-05 2 -HR FIRE BARRIER O" CMU WILLL WEie 1 -HR EXTERIMPAIL-2W WEID 1 -HR EXTERICRWAIL-2x0 WE -1c 1 -HR EXTERICRWAIL-240 WE -2 1 -HR EXTERIOR WALL -2441 W/ GWB ON BOTH SIDES WESs FIAR EXTERIOR WALL -(2)2X1 WESb 1 1 H EXTERIORWALLDEMISING-(2)28 Wi 1 H EXTERIORWALLDEMISING-(2)2x6 Ali NR PARAPETGo WE5 1 -HR EXTERIORBSMCKERARRIER-205 WE— FIAR GENERIC WAIL Vi 1 -HR UNIT DEMISING, FIRE PARTTIOL(2) L4 Vi 1 -HR UNG DEMISING FIRE PARTTIOL(2)M Vi 12 -HR CORRIDOR, FIRE PARTITION2x4 Vi 1I CORRIDOR, FIRE PARTI7I0N-2x8WITHRC WI3 2 -HR EXIT ENCLOSURE. FIRE BARRIER-SHAFTLINERS WD FRAMING WI 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTNERSWD FRAMING W3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTULINERSWDFRAMING WI -014 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WI -0e 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WI46 2 -HR EXIT ENCLOSURE, FIRE BARRIERL WI5s 2 -HR BAR IR -SA INERWDFRAMING SHAFT ENON ME SIFIRE BARRIER-SH4FRINERW 2x WD FRAMINGON SIDE WI5E 2 -HR SU SHAFT ENCLOSURE, ME SIDE BARRIER -SH4FRINERW 2x WD FRAMINGON SIDE Wlbc 2 -HR SU SHAFTENCLOSURE,FIRE BARRIER -SHAFTLINERB WD FRAMINGON SIDE W18 2 -HR SLIF SHAFT ENCLOSURE, CAST WI -0 2 -HR a AD WDSTUD &GWB ON EACH SIDE WIA Issue FSHAFT IREVANCLOBURECN FIREWPLL-B'PRELABTCONCRETE W FIAR 1 -HR EXTERIOR WALL -28 IF) WIA 2 -HR FIREWALL -(2)2x INW WIRe 2 -HR DWALL ONL FIRE WALL - WALL 2 -HR SHAFT ENCLOSURE SHAFT ENCL0.5URE-0"CONCRETE, RE: STRUCT wFlo WI -10 NR 8"FRECAST WNie I 1 -HR JOCCUPAINCYSEPARATION, REARRIER-2x4 W Fi1 1 -HR N, RE SBARRIER-28 OCCUPANCYSEPARATOR 0 1 -HR OCCUPANCYSEPAIRA110R HIRE BARRIER -28 ilii WF12e 1 -HR OCCUPPNCYSEPARATION. FIRE BARRIER -(2)28 WPLLS WI GAS WF12U 1 -HR OCCUPPNCYSEPARATION, FIRE BARRIER -(2)28 WPLLB W/ GAS WN3e 1 -HR INT.BEARINGWAL-I WN36 1 -HR INMRIORIWALL- -28 WFi4e NR INTERIORWALL-2%6 wFig,NR INTERIORWALL-28 Si NR 8 Vii 11@ -HR FIRE BARIER- FIRE BARRIER -2%C Vi iW i ISI -HR -28 FIRINTERIOR V 1 -HR BER INTERIOR BEARING WALL -(2)2x4 111 WJ 1 H INTERIOR BEARING WALL-(2)2xfi WI-i6C 1 -HR INTERIOR WALL -(2)2xS W-17 1 -HR RIFFERBEARING SMOKE BARRIER -2%4 KEYNOTES NO. NOTE 5.11 TUBE STEEL GUARDETECT 5.12 A.F.F. ITHMERCMTFD TUBE STEEL GUARDRNL,4TA.F.F.WRH METAL HANDRAIL, 3d A.F.F. PONVIDBIR ED 8.21 WOOD STAIRS STAIRS N KEY PLAN ® F-4 PROJECT 111 ,, ■ KEPHART community • planning •architecture 25M WAWUT STREET DENVER, COLORADO esm5 .....,.mq�nmm U) Z W M C7 0 J CO �O Z C LCL( Q W1Q T. /M V! lF— O V OI1l1 =U W _ W Lj > SOF CO4O D N 037 4 �SFD ARC`F. 03.25.2021 No. Data Issue 10,10.18 too%CO 0628.20 PExM TK IC ,x Ai a1. n D mg r DJV Pmgd Designer DMB Date 08.28.2020 Jkbb Number 218094 Dimem By RB JT CT CAetlNEB DMB Me STAIR 4 SECTIONS sA..1 xmro.r A8-4.1 _ LEVEL 1:180'-0" _ BASEMENI W 3 SIM GA 5.0 A88.1 1I{f LEVEL 11.111■ �_ 114"=11-0" DESCRIPTION RC -1 E lid � I WWII mbI 1 -HR CORRIDOR, ROOF TRUSSES, FRWIDE(2)IAYERS GWD a III . RCA 1-HRMR SHAFT ENCLOSURE, WE JOIST, PROVIDE (1) GWB PC 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB CN RC CELUXE RC -1 74111 F ROA 1 -HR METAL FRAMING, PROVIDE (2)LAYERS GWR FLA 1 -HR UNIT, 18'MUSS WI SHn1 AND GYPORETE TOPPING AND MIN R451NSUL. WE -1c 1 -HR EXTERICRWAl1--248 WE -2 1 -HR EXTERIOR WALL -MW/ GWB ON BOTH SIDES WB.9e _ BASEMENI W 3 SIM GA 5.0 A88.1 1I{f GENERAL NOTES • INFORMATION REGARDING EACH CONSTRUCTION TRADE MAY BE LOCATED ON ANY SHEET IN THIS SET OF DRAWINGS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH SUBCONTRACTOR HAS A COMPLETE SET OF DRAWINGS FROM WHICH TO REVIEW, BID AND CONSTRUCT. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING'S. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ME GNEN TO FACE OF STUDS. FRAMED WALLS ARE 3 W UNLESS OTHERWISE INDICATED ON PLANS. • ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH STATE AND LOCAL CODES. SECURE ALL REQUIRED PERMITS AND APPROVALS PRIOR TO ANY CONSTRUCTION. PREFABRICATED STEEL STAIRS ALONG WITH ASSOCIATED HANDRAILS AND GUARDRAILS SHALL BE DIFFERED SUBMITTAL AS DESCRIBED BELOW. THE STAIRS SHALL NOT BE LESS THAN 4- NCR MORE THAN 7'. THE LARGEST TREAD OR RISER WITHING ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST (TREAD OR RISER) BY MORE THAT SAY TOPS OF HANDRAILS SHOULD BE PLACED NOT LESS THAN 34' OR MORE THAN Se' ABOVE THE NOSING OF TREADS. HANDRAILS SHALL BE CONIINUOUS THE FULL LENGTH OF THE STAIRS AND SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12' BEYOND THE TOP RISER AND CONTINUES TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER WHERE NOT CONTINUOUS BETWEEN FLIGHTS. ENDS SHALL BE RETURNED OR SHALL HAVE TERMINATIONS OR BENDS. LEVEL 11.111■ �_ 114"=11-0" DESCRIPTION RC -1 E lid � I WWII mbI 1 -HR CORRIDOR, ROOF TRUSSES, FRWIDE(2)IAYERS GWD RC -3 III . RCA 1-HRMR SHAFT ENCLOSURE, WE JOIST, PROVIDE (1) GWB PC 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB CN RC CELUXE RC -1 74111 F ROA 1 -HR METAL FRAMING, PROVIDE (2)LAYERS GWR FLA 1 -HR UNIT, 18'MUSS WI SHn1 AND GYPORETE TOPPING AND MIN R451NSUL. WE -1c 1 -HR EXTERICRWAl1--248 WE -2 1 -HR EXTERIOR WALL -MW/ GWB ON BOTH SIDES WB.9e 1 -HR EXTERIOR WALL -(2)2x1 WB36 1 H EXTERIORWALLDEMISING-(2)2# F 1 H n WE4 NR PARAPET24 WE5 1 -HR EXTERIORBSMCKERARRIER-2x0 WEY 1 -HR GENERIC WALL MAR 1 -HR UNIT DEMISING, FIRE PARTTIO-(2)2x4 GENERAL NOTES • INFORMATION REGARDING EACH CONSTRUCTION TRADE MAY BE LOCATED ON ANY SHEET IN THIS SET OF DRAWINGS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT EACH SUBCONTRACTOR HAS A COMPLETE SET OF DRAWINGS FROM WHICH TO REVIEW, BID AND CONSTRUCT. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWING'S. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ME GNEN TO FACE OF STUDS. FRAMED WALLS ARE 3 W UNLESS OTHERWISE INDICATED ON PLANS. • ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH STATE AND LOCAL CODES. SECURE ALL REQUIRED PERMITS AND APPROVALS PRIOR TO ANY CONSTRUCTION. PREFABRICATED STEEL STAIRS ALONG WITH ASSOCIATED HANDRAILS AND GUARDRAILS SHALL BE DIFFERED SUBMITTAL AS DESCRIBED BELOW. THE STAIRS SHALL NOT BE LESS THAN 4- NCR MORE THAN 7'. THE LARGEST TREAD OR RISER WITHING ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST (TREAD OR RISER) BY MORE THAT SAY TOPS OF HANDRAILS SHOULD BE PLACED NOT LESS THAN 34' OR MORE THAN Se' ABOVE THE NOSING OF TREADS. HANDRAILS SHALL BE CONIINUOUS THE FULL LENGTH OF THE STAIRS AND SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12' BEYOND THE TOP RISER AND CONTINUES TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER WHERE NOT CONTINUOUS BETWEEN FLIGHTS. ENDS SHALL BE RETURNED OR SHALL HAVE TERMINATIONS OR BENDS. 1* STAIRWIDTI GA STAIRWIDTI SAE TRVEL RADIUS STAIR 5 2 1/4" = 1._01, LEVEL 11.111■ �_ 114"=11-0" DESCRIPTION RC -1 1 -HR lid � I WWII mbI 1 -HR CORRIDOR, ROOF TRUSSES, FRWIDE(2)IAYERS GWD RC -3 III EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WE JOIST, PROVIDE (1) GWB PC 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB CN RC CELUXE RC -1 1* STAIRWIDTI GA STAIRWIDTI SAE TRVEL RADIUS STAIR 5 2 1/4" = 1._01, LEVEL 1 PLAN 114"=11-0" DESCRIPTION RC -1 STAIR 1 5 BASEMENT PLAN 114"=11-0" DESCRIPTION RC -1 1 -HR KEYNOTES N0. ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, FRWIDE(2)IAYERS GWD RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WE JOIST, PROVIDE (1) GWB PC 1 -HR ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB CN RC CELUXE RC -1 74111 METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE (2)LAYERS GWR KEYNOTES N0. FLOOR/CEILING TYPE SCHEDULE MARN FIRE RATING Description FG -1 1 -HR UNIT, 18'MUSS WI SHIP AND GYPCRETE TOPPING FG -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FIC3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FCA 1 -HR BALCONY,15'MAX. TRUSS W/CONCRETETOPPING FC5 1 -HR UNIT, 18'TRUSSES W/ SHTH AND GYPCRETE TOPPING FICA NR STAIR UilNDING 2x JOIST W/ SHTH(IAP OVER ADJACENT 511111) AND 314" GYPCRETE TOPPING FC -7 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FORD 2 -HR MASH, 18' TRUSS W/ SHTH AND GYPCRETE TOPPING FLA 1 -HR UNIT, 18'MUSS WI SHn1 AND GYPORETE TOPPING AND MIN R451NSUL. KEYNOTES N0. WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION ARMS 2 -HR SHAFT ENCLOSURE- 8' CONCRETE, RE: STRUCT WLib 2 -HR SHAFT ENCLOSURE- 13' CONCRETE, RE: STRUCT W42 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT VA03a NR 8" CONCRETE WALL, RE: STRUCT WAT NR 12" CONCRETEWAIL, RE: STRUCT WA4 NR 8"CMU WALL WKS 2 -HR FIRE BARRIER B' CMU WALL WE -la 1 -HR EXTERIORWALl-2W WE -lb 1 -HR EXTERICRWALl-2X8 WE -1c 1 -HR EXTERICRWAl1--248 WE -2 1 -HR EXTERIOR WALL -MW/ GWB ON BOTH SIDES WB.9e 1 -HR EXTERIOR WALL -(2)2x1 WB36 1 H EXTERIORWALLDEMISING-(2)2# WE30 1 H EXTERIORWALLDEMISING-(2)2xe WE4 NR PARAPET24 WE5 1 -HR EXTERIORBSMCKERARRIER-2x0 WEY 1 -HR GENERIC WALL MAR 1 -HR UNIT DEMISING, FIRE PARTTIO-(2)2x4 WI -1b 1 -HR UNIT DEMISING FIRE PARTTIO-(2)2x6 WI -2e 121R CORRIDOR, FIRE PARTITION2X4 WII 121 CORRIDOR, FIRE PARTI7I0N-2AWITHRC WI3 2 -HR EXITENCLOSURE. FIRE BARRIER- SHAFTUNERSWD FRAMING WII 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFTUNERSWDFRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WII 2 -HR SHAFTENCLWURE,FIREBARRIER-SHA INERW2x WD FRAMING ON ONE SIDE WII 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFT INERW 2x WD FRAMING ON ONE SIDE WI -15c; 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH SIDE W18 2 -HR SHAFT ENCLOSURE, 8 -PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, L WD STUD B GWB ON EACH SIDE WI -8 2 -HR FIREWALL-8-PRE-CSTCONCRETE WIIlv 1 -HR EXTERIORWALL-28 WIN) 2 -HR FIREWALL - SHAFTUNER(ONLY) WII 2 -HR FIREWALL -22x MDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE -0" CONCRETE, RE: STRUCT WI -10 I IM IFFRIECAST WI -11a 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2M WI -11t, 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -28 WI -110 1 -HR OCCUPANCYSEPARATOR ME BARRIER -248 WI -12a 1 -HR OCCUPANCYSEPARATON. FIRE BARRIER-(2)2x8WALLSW/ GWB WI -12t, 1 -HR OCCUPANCYSEPARATO, FIREBARRIER-(2)2x8WALLSW/ GWB W1 -13e 1 -HR INT.BEARINGWALI WIRIM 1 -HR INT.BEARINGWAll-2xB WE14a NR INTERIORWALL-2X6 WE14b NR INTERIORWALL-W WII NR INTERIORWALL-D8 WF15e 112 -HR FIRE BARRIER -W WFiW 11241 FIRE BARRIER -2a9 WFifie 1 -HR INTERIOR BEARING WALL -(2)2X4 WI -166 I 1 -HR I INTERIOR BEARING WALL (2)2x3 WI -1 BC 1 1 -HR I INTERIOR BEARING WALL(2)2x8 WI-17 1 1 -HR ISMICKEBARRIER-2X6 KEYNOTES N0. NOTE 5.8 WOOD STAIRS 5.11 TUBE STEEL CAME DETECTION RAIL. POWDER COATED 5.12 TUBE STEEL GUARDRAIL, 42'AF.F. WITH METAL HANDRAR, 38' AF.R POWDER COATED 5.13 METAL HANDRAIL, 36' A.F.F. WITH LOW AND HIGH EXTENSIONS. RETURN TO WALLAS REWIRED. POWDER COATED 5.16 UNI -DIRECTIONAL GATE AND SIGNAGE PER IBC 1023.8 N KEY PLAN ® w,®Z PROJECT 111 ,, ■ KEPHART community • planning •architecture 35M WALNUT STREET DENVER, COLORADO eons U) FEMM Z MLU Ch 55 s LL00 O j IO1 W w LL Q W Q= U � /w� V! l� V! OOw =U _ w 0 > V SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 081 FEPAITSUBMITK r n D mg DJV Pmgd Designer DMB are 08.28.2020 Job Number 218094 Derman By RB JT CT xME By DMB Tore STAIR 5 PLANS & SECTIONS umber EA8=5mO HANDRAIL ATTACHMENT; RE: MANUFACTURER 1-1I2' STEEL HANDRAIL, PAINTED NOTE: EDGE OF MIL TO HAVE V -8 - CLEARANCE AT STAIRS, EACH CAN DETECTION RAIL SHALL HAVE Z A CLEANOUT GATE. z 5 ELEVATION SECTION 1 trz• ttrz• 1- 12• STEEL HANDRAIL, PAINTED FINISH WALL 12'@TCP OF STAIR N 4 11�@BDTTOM OF STAIR ` PLAN PLAN i1 STAIR HANDRAIL DETAILS l 6v 1" = 1'-0" LANDING - 11 -MIN. DIATE LANDING - STEEL 1RAL WREN STAIR STAIR OAT NUFACTURER TRUCTURAL D. L D. RISER KING AS REG'D $ a 111 �� ■ KEPHART R u community • planning • architecture 25M WALNUT STREET DENVER, COLORADO Arms .n mPUenmm U) _6 Z ELEVATION nrz• 11? 0 j -100 1-12' DIAMETER HANDRAIL, PAINTED ry HANDRAIL ATTACHMENT; RE: MANUFACTURER P W Lu 2x BLOCKING p F FINISHWALL ELEVATION SECTION 1 trz• ttrz• 1- 12• STEEL HANDRAIL, PAINTED FINISH WALL 12'@TCP OF STAIR N 4 11�@BDTTOM OF STAIR ` PLAN PLAN i1 STAIR HANDRAIL DETAILS l 6v 1" = 1'-0" LANDING - 11 -MIN. DIATE LANDING - STEEL 1RAL WREN STAIR STAIR OAT NUFACTURER TRUCTURAL D. L D. RISER KING AS REG'D 111 �� ■ KEPHART community • planning • architecture 25M WALNUT STREET DENVER, COLORADO Arms .n mPUenmm U) Z W M M -100 0 .jO P W Lu p F Q Q W Q= (n LLI > �`�+ �r F- U) OO =U LU _ W 0 > W l ' ^ V M I..V SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Data Issue 10.19.19 100%DD SAM PERM UBMRTK a, n D mN DJV Pmgd Designer DMB Date 08.28.2020 Job Number eeeeee 218094 Drinei By RS JT CT CmxM9 By DMB Tide STAIR DETAILS ih¢et NemOer A8=6a0 VARIES a- 1„=1-0., CONCRETE 1CMU SHAFT WALL RE: PLANS AND ASSEMBLIES CAST -IN-PLACE CONCRETE LANDING IN METAL PAN STEELIANDINGSUPPORTPER STAIR SUBCONTRACTOR 2k1' STEEL TOP RAIL; STEEL RISER SOLID FULL HEIGHT POWDER COAT DISTRIBUTED LOAO(018 ISO 1807.8.11 ''))Fa.. � GUARDRAIL ASSEMBLY SHALL BE DESIGNED 2- SQUARE VERTICAL SUPPORT; TO RESIST A 50 POUND PER LINEAR FOOT POWDER COAT; ATTACH TO LOAD APPLIED IN ANY DIRECTION AT THE PODIUM-RE:3TRUCTURAL TOP AND SHALL TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE; RE: STRUCTURAL FOR ADDITIONAL INFORMATION. 314' VERTICAL PICKETS AT 4- D.C. STEEL HANDMIL EDGE OF TYP. EXTERIOR FINISH � MATERIAL RE: ELEVATIONS CONCENTRATED LOAD=18 ISO 1808111 GUARDRAIL ASSEMBLY SHALL BE DESIGNED EDGE OF EXTERIOR FACE TO RESIST A SINGLE CONCENTRATED LOAD OF FRAMING OF 200 POUNDS, APPLIED IN ANY DIRECTION 00 AT MY POINT ALONG THE TOP. AND SHALL 2k1' STEEL BOTTOM HAIL; HAVEATTACHMENTDEVICESAND POWDER COAT SUPPORTING STRUCTURE TO TRANSFER THIS LOADING TO APPROPRIATE HAILING ATTACHMENT TO PODIUM, STRUCTURAL ELEMENTS OF THE BUILDING; RE: STRUCTURAL F- w LU RE; STRUCTURAL FOR ADDITIONAL INFO. 7 Q ANGLE IRON AS REQUIRED PER STAIR MANUFACTURER, WELD ANGLE IRON TO LANDING 18 GA. SHEET METAL WEDGE ANCHOR AS REQUIRED PER STAIR MANUFACTURER 10 STAIR SECTION STAIR LANDING 1-1G' OV. HANDRAIL AT 38' ABOVE NOSE OF STAIR TREAD HANDRAIL BRACKET SPACED ® 4.0' MAX. END BRACKETS 4' MIN, FROMRAILENDS HANDRAIL SUPPORT SPACED ® 4-0' MAX, END BRACKETS 4' MAX. FROM RAIL ENDS WELD TO STRINGER STEEL STRINGER PER STAIR SUBCONTRACTOR ANGLE BRACKET FOR TREAD PER STAIR SUBCONTRACTOR — FINISH FACE OF ADJACENT WALL 1" = 1'-0" TYP STEEL TOP RAIL; POWDER COAT MARE STEEL VERTICAL PPORT; POWDER COAT; ATTACH PODIUM -RE: STRUCTURAL STEEL VERTICAL PICKETS AT ).C,; POWDER COAT TUBE STEEL C NOW: WELDALL CONNECTIONS AND GRIND SMOOTH 1,. = 1,-0” NOTE: WELD ALL CONNECTIONS AND GRIND SMOOTH 1 11 = 1 -01P qi� v j 1, = 1 -011 CONTINUOUS 1-0? DIA STEEL HANDRAIL 1" = 1'-0" \ � / 1" = 1'-0" CAST -IN-PLACE CONCRETE LANDING IN METAL PAN STEEL STRINGER STEEL CHANNEL PER STAIR SUBCONTRACTOR CAST -IN-PLACE CONCRETE TREAD IN METAL PAN TREAD SUPPORT AS REQUIRED PER STAIRSUBCONTRACTOR STEEL RISER, SOLID FULL HEIGHT STAIR TREAD AND RISER SHALL COMPLY WITH IBC PROVIDED STL ANGLE AS REQUIRED AT PRECAST B CMU WALLS STEELSTRINGER STEEL RISER SOLID FULL HEIGHT CAST 'IN'PLACE CONCRETE TREAD IN METAL PAN TREAD SUPPORT ASD REQUIRED PER STAIR SUBCONTRACTOR STAIR TREAD AND RISER SHALL COMPLY WITH IBC STEEL STRINGER STEEL RISER SOLID FULL HEIGHT d• — ''))Fa.. � ESTRUCANCHORS RE:: STRUCT. RE: A SECTION Q o ELEVATION 102' BOTTOM CLOSURE PLATE FINISH FLOOR i� COMINUOUS I-12"DIA. i �� STEEL HANDMIL � 00 5M a21 O "no PIAN 00 FINISH WALL NOTE: WELD ALL 1" = 1'-0" \ � / 1" = 1'-0" CAST -IN-PLACE CONCRETE LANDING IN METAL PAN STEEL STRINGER STEEL CHANNEL PER STAIR SUBCONTRACTOR CAST -IN-PLACE CONCRETE TREAD IN METAL PAN TREAD SUPPORT AS REQUIRED PER STAIRSUBCONTRACTOR STEEL RISER, SOLID FULL HEIGHT STAIR TREAD AND RISER SHALL COMPLY WITH IBC PROVIDED STL ANGLE AS REQUIRED AT PRECAST B CMU WALLS STEELSTRINGER STEEL RISER SOLID FULL HEIGHT CAST 'IN'PLACE CONCRETE TREAD IN METAL PAN TREAD SUPPORT ASD REQUIRED PER STAIR SUBCONTRACTOR STAIR TREAD AND RISER SHALL COMPLY WITH IBC STEEL STRINGER 4- 4- 4• 4'o.C. TYP. i+i 1Z SQUARE TUBE STEEL TO TOP OF GUARDRAIL VY SQUARE STEELPICKETS — TREADS S STRINGER (TYR) 1„ = 1.-d' 1„ = 1.-d' 1-12' SQUARE STEEL TUBE 1-12' DA. STEEL HANDRAIL 15C SQUARE PICKETS, EQUALLY SPACED @4' OC. MAX, 1-1 C' SQUARE STEEL TUBE CAST-INPIACE CONCRETE TREADINMETALPAN STEEL STRINGER SIM 1„ = 1,-0" FINISHWALL 1-112' DIA, STEEL HANDRAII RETURNED TO WALL STAIRNOSING STEEL RISER SOLID FULL HEIGHT CASTINPLACE CONCRETE TREAD IN METAL PAN �� TREAD SUPPORT AS REQUIRED PER 11•MIN. STAIR SUBCONTRACTOR STEEL ANGLE STRINGER ATTACHMENT 25M WAWUTSTREET DENVER, COLORADO PoMS xxw.bl'mmw' BOTTOM CLOSURE PLATE FINISH FLOOR STAIR TREAD AND RISER SHALL COMPLY WITH IBC 4- 4- 4• 4'o.C. TYP. i+i 1Z SQUARE TUBE STEEL TO TOP OF GUARDRAIL VY SQUARE STEELPICKETS — TREADS S STRINGER (TYR) 1„ = 1.-d' 1„ = 1.-d' 1-12' SQUARE STEEL TUBE 1-12' DA. STEEL HANDRAIL 15C SQUARE PICKETS, EQUALLY SPACED @4' OC. MAX, 1-1 C' SQUARE STEEL TUBE CAST-INPIACE CONCRETE TREADINMETALPAN STEEL STRINGER SIM 1„ = 1,-0" FINISHWALL 1-112' DIA, STEEL HANDRAII RETURNED TO WALL STAIRNOSING 111 �� ■ KEPHART community • planning aarchilecture 25M WAWUTSTREET DENVER, COLORADO PoMS xxw.bl'mmw' U) Z W M 5M B —1 O 00 .jO F- w LU p Q F� QQ W Q= /w� V! l� V! OOw =U _ w 0 > W �M ' ^ V M SOF CO4O 0 N 037 4 �SFD ARC`F. 03.25.2021 No. Date Now 08MM FEPAITSUBMITTK r ,n D mg DJV Pmgd Designer DMB 08.28.2020 Job 218094 Damn By RS JT CT DMB r 1 G3 1/4" = 1'-0" 1/4"— 1'-0" B'R• a• rs iN• ai ROOF/CEILING TYPE SCHEDULE CIA SHAFT FIRE RATING DESCRIPTION RC -1 waz UNIT. FORCE TRUSSES, PROVIDE (1) IAYER GWR ON RCDELUXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FR0VIDE(2HAYERSGWR RC -3 2 H W 4. RCA 1-HRMR � PC 1 H ELEV� 1 RCE 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC CELUXE RC -1 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB FLA 1 -HR UNIT, 18'MUSS WI SHTH AND GYPGRETE TOPPING AND MIN R-251NSUL. WE -1c 1 -HR w WE -2 1 -HR EXTERIOR WALL- Sea WI SAID ON BOTH SIDES WB G3 -- - G3 C CONC FOUNDATION FIRE WALL, RE: STRUCT t J CONIC FOUNDATION SHAFT ENCLOSURE, RE: STRUCT - PIT LADDER, NEWER DOORS SHALL BE PROVIDED AT EACH ELEVATOR HOISTWAY DOOR OPENING, EXCLUDING LEVEL OF EXIT DISCHARGE, PER 3032.6.. DOORS SHALL COMPLY WI THE SMOKE 8 DRAFT CONTROL DOCK ASSEMBLY RED'S IN SECTION 7182.2.1.1 WHEN TESTED IN ACCORDANCE WITH UL 1784 WITHOUT AN ARTIFICIAL BOTTOM SEAL PER, 3006.3, No.3 EVATOR 1 - = p_D^ 1/4" - V-0'. KEYNOTES NO. ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 H UNIT. FORCE TRUSSES, PROVIDE (1) IAYER GWR ON RCDELUXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FR0VIDE(2HAYERSGWR RC -3 2 H EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB PC 1 H ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED RODE TRUSSES RCE 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC CELUXE RC -1 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB KEYNOTES NO. FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Description FO -1 1 -HR UNIT lr MUSS WI SHTH AND GYPCRETE TOPPING FRI 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FC4 1 -HR BALCONY,15•MAX. TRUSS W/CONCRETETOPPING FC5 1 -HR UNIT, IS TRUSSES W/ SH -T! AND GYPCRETE TOPPING FOR NR STAIRUilJ01NG 2x JOIST W/ SH -T! LAP OVER ADJACENT SHTH) AND 314" GYPCRETE TOPPING FC -7 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FLA 2 -HR MAST 18' TRUSS W/ SHTH AND GYPCRETE TOPPING FLA 1 -HR UNIT, 18'MUSS WI SHTH AND GYPGRETE TOPPING AND MIN R-251NSUL. KEYNOTES NO. WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WR1a 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WRib 2 -HR BHAFT ENCLOSURE- 1W CONCRETE, RE: STRUCT W42 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT W4Ga NR 8' CONCRETE WALL, RE: STRUCT WA NR 12"CONCRETEWP ,RE: STRUCT W434 NR V CMU WALL W405 2 -HR FIRE BARRIER B' CMU WALL WEie 1 -HR EXTERIORWA -206 WEID 1 -HR EXTERICRWA -2X8 WE -1c 1 -HR EXTERICRWA -243 WE -2 1 -HR EXTERIOR WALL- Sea WI SAID ON BOTH SIDES WB 1 -HR EXTERIOR WALL -(2)2x1 WE -31b 1 1 -HR EXTERIORWALLDEMISING-(2)2# WERc 1 H EXTERIORWALLDEMISING-(2)2x3 WEA NR PARAPET245 WE5 1 H EXTERIORBSMCKERARRIER-2x6 WEY 1 -HR GENERIC WALL WI -1e 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x0 WI -1b 1 -HR UNG DEMISING FIRE PARTITION (2)2x6 WI -2e 11AHR CORRIDOR, FIRE PARTITION2X4 WIQb la -HR CORRIDOR, FIRE PARTI7I0N-2x8WITHRC WIZ 2 -HR EXITENCLOSURE. FIRE BARRIER- SHAFTUNERSWD FRAMING WLY 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFFUNERSWDFRAMING WIZb 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFIUNERSWDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWO FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWO FRAMING WI5s 2 -HR SHAFTENCLGSURE,FIREBARRIER-SHA INERW2x WD FRAMING ON ONE SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFRINER W 2x WD FRAMING ON ONE SIDE Wlbc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFFUNERB WD LEADING ON EACH SIDE W15 2 -HR SHAFT ENCLOSURE, 8 -PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, L WD STUD A GWB ON EACH SIDE WIA 2 -HR FIREWALL-0•PREFCASTCONCRETE WIIlv 1 -HR EXTERIORWALL-28 WIA 2 -HR FIREWALL - SHAFTLINERONL WIRa 2 -HR FIREWALL -22X WDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR BE PRECAST WI -11a I 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2X4 WI -11t, 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATOR ME BARRIER -2x3 WI -12a 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)2x8 WALLSWI GWB WI -12t, 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS WI GWB WI -13a 1 -HR INT.BENRINGWPll-26 WI -13b 1 -HR INT.BEARINGWPll-2xB WFiN NR INTERIORWALL-2X6 WF10 NR INTERIORWALL-2X8 WI -140 NR INTEWORWALL-D8 WF15a 11@ -HR FIRE BARRIER -2N WFiW 11@ -HR FIRE BARRIER -2a9 WF16e 1 -HR INTERIOR BEARING WALL -(2)2x4 WL16b 1 -HR INTERIOR REARING WALL -(2)2x6 W -16C 1 -HR INTERIORREARINGWALL-(2)2x3 WI -17 I 1 -HR ISMOKERARRIER-2X4 KEYNOTES NO. NOTE 52 STEEL TUBE COLUMN, RE: STRUCTURE 161 ELEVATOR BASIS OF DESIGN: NONE MONOSPACE 3500# WITH YHY CAB HEIGHT 2220 SUMP PUMP. COORDINATE FINAL LOCATION WITH ADJACENTSYSTEMS AND EQUIPMENT: RE: PLUMBING N KEY PLAN (t A+ PROJECT 111 ,, ■ KEPHART community • planning aarcl ilacturs 25M WAWUT STREET DENVER, COLORADO Arms U) FEMM Z W M Ch 55 s LL00 O j IO1 W w LL Q W Q= U � /w� V! l� V! OOw =U _ w 0 > W � l ' ^ V M SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No.LWAM L�TSUBM�k m DJV Amba Designer DMB Date 08.28.2020 Job Number 218094 Doweri By RB JT CT e 4e DMB Tore ELEVATOR 1 PLANS umber LA8=7mO IF APER 2: 15�— 1/4"/1'-0' RCJ — —PARAPET 2_151' I SL 5: 144'-6 314' _ — LEVEL 5: 144' i" IT 314" V G: 144'-U ZZI _ q_ 62:L PLAT G: 149'-U :N4" KEYNOTES N0. ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING him RC -1 1 -HR UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, FR0VDE(2)IAYERSGWR RC -3 Oi ff� EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RC 1 -HR ROOF DECK, COBB PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC-] THR p W 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB FLA 1 -HR V WE -1c 1 -HR EXTERICRWAIL-248 WE2 1 -HR EXTERIOR WALL -MW/ GWB ON BOTH SIDES WBas I 1 -HR U .. tt m < 1 1 H EXTERIORWALLDEMISING-(2)2# WE3c G EXTERI0RWALLDEMISING-(2)2x0 WEA NR PARAPET -24 WE5 1 -HR EXTERIORBSMCKERARRIER-2x0 WEY s GENERIC WALL e 1 -HR V• i p 1 -HR UNG DEMISING FIRE PARTTIO-(2)2x6 WI -2e I CORRIDOR, FIRE PARTITION2A WI-2b labHR V WIG m yOy WLY E EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING £ rc 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING 3 h O a. 0 ; WI5s 2 -HR SHAFTENCLOSURE,FIREBARRIER-SRA INERW2x WD FRAMING ON ME SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SR4FTUNER W 2x WD FRAMING ON ME SIDE Wlbc z SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERS WD FRAMING ON EACH SIDE W15 �- ^08� Op It 2 -HR ISHAFT ENCLOSURE, L WD STUD S GWB ON EACH SIDE WI5 2 -HR FIREWALL-8-PRELA5TCONORETE WIIlv 1 -HR O WIA 2 -HR p WISa 2 -HR FIREWALL -22x WDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR IF PRECAST WL11a 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -2x4 WL11b Sq OCCUPANCY SEPARATION, FRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATOR ME BARRIER -2x3 W1 ­12e 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)2x3 WALLS W/ GWB WF12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WIAM 1 -HR INT.BEARINGWPll-26 WF13b 1R INER10IN TGWPll-2xB WFiR N NN INTERIORWALL-2%4 WT710-I-M NR INTERIORWALL-2x3 Tilde INTERIOR 9 NT71% o- V2 -HR PC 2 INTI WFiW 1 11@ -HR FIRINTERIOR WF13e FC -2 BEARING INTERIOR BEARING WALL -(2)2x4 W1,166 ,4:133'-115I�8" INTERIOR REARING WALL-(2)2xB WI -16C 1 -HR WALL -(2)2x3 INTERSIVICK W-17 1 -HR BARRIERBEARING SMOKE BARRIER -2%4 4: 133_115I8� — —LEVEL > WIE µ B z O• p a e z s o m � o ELEC OO n O ; 2 SI a B C-2 FC 2 ;L 3: 123'-33'4' 314' — IF — — —LEVEL3:123'-3I Me WI6 N bb WE-5 W F] w V p I o o w ELEV.1 ELEC H. m 'r O ^ rc o 3 SS a ^ I O F2 FC -2 U ;L2: 112'-7]I�8 2: 112' -]]IB& — — —LEVEL W15 o Sim $ g W F] k A]-8.10 Sim WI -8 WE E �U A]5.10 O be N p O d 6 m ff z i IF - ELEC 01UW I W ZO m p R! o 08 �_ 4 ^ > FG1 EVEL 1: 100'-0' ^ LEVEL 1_100'-0' Bim V 2 W14 § E A]A10 I p 1M WES TIL—II • L=III 0� g L -111J I FIII=III w 0 0 '� G, z I 1 I—III—III a 0 o 0_ s 5I—III=III ': III=III—II 0. 0 21 mR ° p 3 1JELEVAMWR 91IIIIIIIIIII 8 $ sl III=III=11 —III—III 0 b 3 g III=III=11 > A]5.a L—III—III TENT: 89'-25I�8- .. III=III—II f L=IIL==III —BASEMENT: 89'-2511 — all IHIIa L=11 L=I - III=III=11 IHI HI=III=III I�� III—III— .FOR EMBED FRE-LAST w � � � BASIS OFOEBIGN KONE ',. =III=III RE: MET FOR EMBED II�I�I WO NOSPACE 3500p III—III—II SETS ATPRECAST IW/R'.D'f.AR IIr ---- KEYNOTES N0. ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, FR0VDE(2)IAYERSGWR RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RC 1 -HR ROOF DECK, COBB PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC-] THR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB KEYNOTES N0. FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Description FG -1 1 -HR TNT, 18'MUSS WI SHTH AND GYPCRETE TOPPING FG -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FL3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FG4 1 -HR BALCONY,15-MA%. TRUSS W/CONLRETETOPPING FL5 1 -HR UNIT, 181 TRUSSES W/ SHTH AND GYPCRETE TOPPING FL8 NR STAIRIA DING 2x JOIST W/ SHTH(TAR OVER ADJACENT SHTH) AND 314" GYPCRETE TOPPING FL-] 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FL3 2 -HR MASH, 18' TRUSS W/ SHIN AND GYPCRETE TOPPING FLA 1 -HR UNIT, 18'MUSS WI SHTH AND GYPGRETE TOPPING AND MIN R-251NSUL. KEYNOTES N0. WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WHMa 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WLib 2 -HR SHAFT ENCLOSURE- 13" CONCRETE, RE: STRUCT W42 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT W.03a NR 0" CONCRETE WALL, RE: STRUCT WA NR 12" CONCRETEWALL, RE: STRUCT W434 NR S"CMU WALL W405 2 -HR FIRE BARRIER B' CMU WALL WEie 1 -HR EXTERIORWAlL-2W WEID 1 -HR EXTERICRWALL-2x8 WE -1c 1 -HR EXTERICRWAIL-248 WE2 1 -HR EXTERIOR WALL -MW/ GWB ON BOTH SIDES WBas I 1 -HR EXTERIOR WALL -(2)2x1 WE36 1 1 H EXTERIORWALLDEMISING-(2)2# WE3c 1 1 -HR EXTERI0RWALLDEMISING-(2)2x0 WEA NR PARAPET -24 WE5 1 -HR EXTERIORBSMCKERARRIER-2x0 WEY 1 -HR GENERIC WALL WI -1e 1 -HR UNIT DEMISING, FIRE PARTTIO-(2)2x4 WI -1b 1 -HR UNG DEMISING FIRE PARTTIO-(2)2x6 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2A WI-2b labHR CORRIDOR, FIRE PARTI7I0N-2x8WITHRC WIG 2 -HR EXITENCLOSURE. FIRE BARRIER- SHAFTUNERSWD FRAMING WLY 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFTLINERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI5s 2 -HR SHAFTENCLOSURE,FIREBARRIER-SRA INERW2x WD FRAMING ON ME SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SR4FTUNER W 2x WD FRAMING ON ME SIDE Wlbc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERS WD FRAMING ON EACH SIDE W15 2 -HR SHAFT ENCLOSURE, 8 -PRE -CAST WI -0 2 -HR ISHAFT ENCLOSURE, L WD STUD S GWB ON EACH SIDE WI5 2 -HR FIREWALL-8-PRELA5TCONORETE WIIlv 1 -HR EXTERIORWALL-28 WIA 2 -HR FIREWALL - SHAFTLINERONL WISa 2 -HR FIREWALL -22x WDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR IF PRECAST WL11a 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -2x4 WL11b 1 -HR OCCUPANCY SEPARATION, FRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATOR ME BARRIER -2x3 W1 ­12e 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)2x3 WALLS W/ GWB WF12b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WIAM 1 -HR INT.BEARINGWPll-26 WF13b 1R INER10IN TGWPll-2xB WFiR N NN INTERIORWALL-2%4 WT710-I-M NR INTERIORWALL-2x3 Tilde INTERIOR 9 NT71% o- V2 -HR LER- FIRE BARRIER -2%C INTI WFiW 1 11@ -HR FIRINTERIOR WF13e 1 -HR BEARING INTERIOR BEARING WALL -(2)2x4 W1,166 1 H INTERIOR REARING WALL-(2)2xB WI -16C 1 -HR WALL -(2)2x3 INTERSIVICK W-17 1 -HR BARRIERBEARING SMOKE BARRIER -2%4 KEYNOTES N0. NOTE 2220 SUMP PUMP, COORUINA I L FINAL LOCATION WITH ADJACENT SYSTEMS AND EWIPMENT: RE: PLUMBING N KEY PLAN (t A+ PROJECT 111 ,, ■ KEPHART community • planning aarcl itacturs 25M WAWUTSTREET DENVER, COLORADO 5bms .....,.mq^nmm FEMM Z W MM s LL00 O IO1 W w LL Q W Q= UU w / C0 l�^ V! OOw =U _ w 0 > E� SOF CO4O B N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 023.ID FEPAITSUBMITTK MM r n D No DJV Pmgd Designer DMB m 08.28.2020 Job Number 218094 Dersemi By RB JT CT xME By DMB Tilde ELEVATOR 1 SECTIONS Sbsp NURbsr A8=7e1 GA &81 A.1 1 IFEWESI1N L G2 -� f FL, !IHIHIN 1/4" = V-0•' V e- / 1/4" = V-0" 20•A 114' DOORS SHALL BE PROVIDED AT EACH ELEVATOR HOISTWAY DOOR OPENING, EXCLUDING LEVEL OF EXIT DISCHARGE, PER 3001 DOORS SHALL COMPLY W/ THE SMOKE & DRAFT CONTROL DOCK ASSEMBLY RED'S IN SECTION 716.2.2.1.1 WHEN TESTED IN ACCORDANCE WITH UL 1784 WITHOUT AN ARTIFICIAL BOTTOM SEAL PER, 3000.3, No.3 aTnR 9/TRA.qH - 1 �qT FI OOR PI AN PR LADDER, RE ISER I ELEVATOR 2 - PIT PLAN 1 1/41, = 11-0, N KEY PLAN ®p®Z — PROJECT KEYNOTES ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 H UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RCDELUXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FR0VIDE(2)IAYERSGWB RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) LAYER GWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) LAYER GWB PC 1 H ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC CELUXE RC -7 LHR METAL FRAMING, PROVIDE (2) LAYERS GWB R03 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB N KEY PLAN ®p®Z — PROJECT KEYNOTES FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Description FGA 1 -HR VINT,,18'MUSS WI SHTI AND GYPCRETE TOPPING FG -2 1 -HR CORRIDOR, 2x JOIST WI BATH AND GYPCRETE TOPPING FIC -3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FC4 FIAR BALCONY,15'MAX. TRUSS W/CONCRETETOPPING FC5 FIAR UNIT, Ir TRUSSES W/ SHTH AND GYPCRETE TOPPING FC3 NR STAIRUilJDING 2x JOIST W/ SHTH(IAP OVER ADJACENT SHTH) AND 314" GYPCRETE TOPPING FC -7 FIAR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FIC -8 2 -HR TRASH, 18' TRUSS W/ SHTH AND GYPCRETE TOPPING FLA FIAR UNIT, 18'MUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. N KEY PLAN ®p®Z — PROJECT KEYNOTES WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WHMa 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WLib 2 -HR SHAFT ENCLOSURE- 1W CONCRETE, RE: STRUCT W42 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT W4)3a NR & CONCRETE WALL, RE: STRUCT WAT NR 12" CONCRETEWPIL, RE: STRUCT W434 NR IS CMU WALL W-05 2 -HR FIRE BARRIER F CMU WA -L WEie FHR EXTERIORWAlL-200 WEU, FHR EXTERICRWAIL-2X8 WE -1c FHR EXTERICRWAIL-248 WE -2 FHR EXTERIOR WALL -MW/ GWB ON BOTH SIDES WB 1 -HR EXTERIOR WALL -(2)2x.1 WE36 1 1 H EXTERIORWALLDEMISING-(2)2# WE3c 1 H EXTERI0RWALLDEMISING-(2)2x8 WEA NR PARAPET245 WE5 1 H EXTERIOR&SMCKEBARRIER-2x6 WEY 1 -HR GENERIC WALL WI -1e 1 -HR UNIT DEMISING, FIRE PARTITION -(2)2x4 WI -1b 1 -HR UNG DEMISING, FIRE PARTITION (2)2x6 WI -2e 12 -HR CORRIDOR, FIRE PARTITION2x4 WI-2b 1/2 -HR CORRIDOR, FIRE PARTI7I0N-2AWITHRC WI3 2 -HR EXITENCLOSURE. FIRE BARRIER - SHAFTUNER&WD FRAMING WI -3a 2 -HR EXIT ENCLOSURE. FIRE BARRIER-SHAFFUNER&WDFRAMING WI -3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNER&WDFRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER-SHAFTLINER&WDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTLINER&WD FRAMING WI4b 2 -HR EXIT ENCLOSURE, FIRE BARRIER - SHAFTUNER&WD FRAMING WI -Ss 2 -HR SHAFTENCLGSURE,FIREBARRIER-SHA INERW2x WD FRAMING ON CNE SIDE WI -5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHNFRINER W 2x WD FRAMING ON CNE SIDE WHk 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFFUNER&WD FRAMING ON EACH SIDE W143 2 -HR SHAFT ENCLOSURE, 8 -PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, L WD STUD &GWB ON EACH SIDE WIA 2 -HR FIREWALL-8-PRELA6TCONCRETE WIIlv FIAR EXTERIORWAI-I WIA 2 -HR FIREWALL - SHAFTLINERONL WI -9a 2 -HR FIREWALL -22x MDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR BE PRECAST WI -11a I FIAR OCCUPANCYSEPARATON, NREBARRIER-2x4 WL11t, FIAR OCCUPANCYSEPARATON, NRESARRIER-28 WI -110 FHR OCCUPANCYSEPARATOR HIRE BARRIER -248 WI -12a FHR OCCUPPNCYSEPAIRATON. FIRE BARRIER-(2)2XBWALLSW/ GWB WI -12t, FIAR OCCUPPNCYSEPARATO, FIREBARRIER-(2)2x8WALLSW/ GWB WI -13a FIAR INT.BEARINGWPll-26 WIAM FIAR INT.BEARINGWPll-2xB WF14a NR INTERIORWALL-2X6 WI -14t, NR INTERIORWALL-29 WI -14c NR INTERIORWALL-D8 WI -15a 11@ -HR FIRE BARRIER -2N WI -M 11@ -HR FIRE BARRIER -2a9 WF16e FHR INTERIOR BEARING WALL -(2)2x4 WL16b 1 -HR INTERIOR BEARING WALL -(2)2x6 W -16C 1 -HR INTERIORBEARINGWALL-(2)2x8 WI -17 I 1 -HR ISMOKERNRRIER-2X4 N KEY PLAN ®p®Z — PROJECT KEYNOTES NO. NOTE 5.2 STEEL TUBE COLUMN, RE: STRUCTURE 10.18 FIRE EXTENGNSHER CABINET 115 TRASH CHUTE 111 TRASH COMPACTOR AND BINS 11.23 142 ELEVATOR BASIS OF DESIGN: KONE ECOSPACE 3500N WITH I0'-0' CAB HEIGHT u5 Z 22A FLOOR GRAIN. RE: PLUMBING 2220 SUMP PUMP. COORDINATE FINAL LOCATION WITH ADJACENT SYSTEMS AND EQUIPMENT, RE: PLUMBING 2228 HOSE BIB, RE: PLUMBING NA 4Wr SURFACE APPLIED BOLLARD, SAFETY YELLOW. N KEY PLAN ®p®Z — PROJECT 111 ,, ■ PBH Anning DKNE a TRTrB 25M WAWUT STREET oENv R, COLORADO SAYS .....,.mq�nmm U) FEMM Z W M Ch 55 s LL00 O j IO1 W w LL Q W Q= U � /w� V! l� V! OOw =U _ w 0 > W �M ' ^ V M SOF CO4O B N 037 4 �SFD ARC`F. 03.25.2021 No. Me Issue 1816.10 lw%CO x028.20 PERM UBMITTK rW.Eet a, In D NIS r DJV PNieaOesigner DMB Sea 08.28.2020 Job Number 218094 Drawn By RB JT CT xM4 By DMB Tile ELEVATOR 2 & REFUSE PLANS SbeMNumber A8-8.0 2 8-8.1 1 3 2 A7-3.1 4 Sim A]3.fl RC -0 I I I RC -2 6 Sim RC -2 u Z_ 3 S Sim m A]3.11b t O ob RC -2 In Q p TRASH ACCESS ELECIIDF a u` U CORRIDOR b HJ IN O FC -2 1FC4 FG2 O Sim 6 Sim A] 010 w TRASH ACCESS ELECIIDF F' 0 o U _o 'Q I I Z= 1 _ I CORRIDOR y w N O FF2 FF1 FG2 O AtIII WLSc WI3a H TRASH ACCESS ELECIIDF F, e wI-m WIEb °� imam I I o, m Q z m CORRIDOR bNP O FG2 FC3 FG2 d CMU BOND BEAM. RE'. STRUCT W-05 REFUSE, RECYCLING CHUTES SHALL -11 I DISCHARGE INTOAN ENCLOSEDROOM SEPARATED FROM THE REMAINDER OF THE -01b W-01 BUILDING BY FIRE BARRIERS OR HORIZONTAL W Ib ASSEMBLIES, OR BOTH. m rc OPENINGS IMO THE TERMINATION ROOM Iz lu p SHALL BE PROTECTED BY OPENING U U PROTECTIVES HAVING A FIRE PROTECTION R g Q g m RATING EQUAL TO THE PROTECTION O, 115 REQUIRED FOR THE SHAFT ENCLOSURE. Q ` Q i m DOORS SHALL BE SELF- OR AUTOMATIC 2 2 CLOSING UPON THE DETECTION OF SMOKE IN 11 ] O Lu 0 ACCORDANCE WITH SECTION 716,2.6.6. 112 z w REFUSE, RECYCLING ROOMS THAT ARE NOT TRASHTERM TRASH COLLECTION ^ 0.0 —1 ; i PROVIDED WITH CHUTES NEED ONLY 0Qm ^ COMPLY WITH TABLE 519, I 146 w o ANAPPROVEDAUTOMATICSPRINKLER ? m N 0 SYSTEM SHALL BE INSTALLED IN ^ O ACCORDANCE WITH SECTION 9032.112. III=III _ 111_111 - - 111 111 II 111-1 111 111 111-1 111 111 `:' ELEVATIX2 II -111 111 111 111 111 111 111 II i II 111=111 111 111 111 111 111 111 111=111 azsIS OF DESIGN KDNE 111 111 111 111 111=111 111 RE: MFR FOR EMBED 111 111 II 111—I 111 111 111-1 -°„ O 111 111 _ ECOSPACE 3wOk .11=111 111 111 111=111 111 111 11 SETS AT PRE -CAST 4 a II—III—III 111-111 III—III—III—III _ 111=TIL . W/10'.0'CAB - IILIILIILI�L1�1=111-111—_ i 1 _ 111-111-11 . � —111—I 1=111=111-111-1 —111-111 '..? 5 I I=111=1I I_I I I-111-111=111=111 ..- ... I I I I-111-111 � _ � I I I-11I� III-111-111-11I� I, III=111= c: III—III=III=111=111=111=111= I .111E-111 II=111=III III=ILII=ILII=1111=III II -11 L-111 '� �, I I=111=1 I I III=I I II=I I II=I I II=I I II_ '; I I _ _ _ILL—ILL—ILL=11L=11L=11L=11L=11 ". I 11L=11 L= — — - I EI IJIL=11L=11L=11L=11 L=III ILL=11L=11L=11L=11L=11 '� II REFUSE CHUTE - SECTION 3 ELEVATOR 2 - SECTION 2 3 1/41,= 1-0. 2 1/4" = 11_011 2 1 RC4 PARAPET 2:151'51'-33- RIC -2 I LEVEL 5: 149'-6 3/4" ROOF PLATE: 149413/4- IR I ELECIIDF I FC4 _ LEVEL 4:133'-1 15/8' I ELECIIDF FC -1 LEVEL 3: 123'-3 &I WISc4 Sim WI -Sc A]-0.10 El ECIIDF FFB LEVEL 2:112'-7 ]/8 Sib TRASH TERM I .. RE: MFR FOR EMBED SETS AT PRE -CAST N0. ROOF/CEILING TYPE SCHEDULE In FIRE RATING DESCRIPTION RC -1 1 H UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FRONDE(2)INYERSGWB FOR 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR b io re ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE f lw�J ¢y E R03 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB FLA 1 -HR ¢5 K 1 -HR EXTERIOR WALL -21S WE2 1 -HR EXTERIORWALL 2x8WIGW80N80THSIDES WE 3a 1 H OZ WE3b1 H EXTERIORWALLDEMISING-(2)2.5 WE -3a tt EXTERIOR WALL DEMISING -(2)2x8 zzw NR PARAPET21S WE-5 1 H OU WEEa O GENERIOWALL PARKING GARAGE L4 UNIT DEMISING, FIRE PARTITION -(2)L4 WI -1b 1 -HR rc = QQm w' 112 -HR CORRIDOR, FIRE PARTITION -2x4 WII II CORRIDOR, FIRE PARTITION-2AWITHRC WI -3 LL EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING W14 2 -HR WI -0 WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI -0b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WII w SHAFT ENCLOSURE, FIRE BARRIER - SHAFTUNERW 2x WD FRAMING ON ONE SIDE WII 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFFUNERW 2x WD FRAMING ON ONE SIDE Wlbc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTUNERIt WD FRAMING ON EACH SIDE W16 2 -HR SHAFT ENCLOSURE, B' FREC45T WI -0 m V O 2 m FIREWALL-B-PRELASTCONCRETE WIIlv 1 -HR o WIFE o wo00 FIREWALL - SHAFTUNER(ONLY) WII 2 -HR FIREWALL -22X NOWALL ONLY) WII 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT w NR 8"PRECAST WLfla 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2X4 WL11b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATION, THE BARRIER-2xS WL12e ¢0 3 PARKING GARAGE L3 OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLS WI GWB W 13a 1 -HR 00 p 1 -HR INT. BEARING WALL -2x8 VU -14a NR INTERIORWALL-2 WF14b NR INTERIORWALL-2x8 WI -19c NR INTERIORWALL-D8 1 11Y6HR FIRE BARRIER -2x4 WUNP 11Y6HR FIRE BARRIER -2x8 WL16e A]3: INTERIOR BEARING WALL- 2x4 WFi6b1-HR INIERIORBEARINGWALL- 218 WI -16c t -HR INTERIOR BEARING WALL -(2)2x8 WI -1] I I -HR SMUKILVARRIER-2X4 ZV x F U, K o$ U O z F a^ Z op m` 88 � A ) a: ASSEMBLIES, OR BOTH. m rc OPENINGS IMO THE TERMINATION ROOM Iz lu p SHALL BE PROTECTED BY OPENING U U PROTECTIVES HAVING A FIRE PROTECTION R g Q g m RATING EQUAL TO THE PROTECTION O, 115 REQUIRED FOR THE SHAFT ENCLOSURE. Q ` Q i m DOORS SHALL BE SELF- OR AUTOMATIC 2 2 CLOSING UPON THE DETECTION OF SMOKE IN 11 ] O Lu 0 ACCORDANCE WITH SECTION 716,2.6.6. 112 z w REFUSE, RECYCLING ROOMS THAT ARE NOT TRASHTERM TRASH COLLECTION ^ 0.0 —1 ; i PROVIDED WITH CHUTES NEED ONLY 0Qm ^ COMPLY WITH TABLE 519, I 146 w o ANAPPROVEDAUTOMATICSPRINKLER ? m N 0 SYSTEM SHALL BE INSTALLED IN ^ O ACCORDANCE WITH SECTION 9032.112. III=III _ 111_111 - - 111 111 II 111-1 111 111 111-1 111 111 `:' ELEVATIX2 II -111 111 111 111 111 111 111 II i II 111=111 111 111 111 111 111 111 111=111 azsIS OF DESIGN KDNE 111 111 111 111 111=111 111 RE: MFR FOR EMBED 111 111 II 111—I 111 111 111-1 -°„ O 111 111 _ ECOSPACE 3wOk .11=111 111 111 111=111 111 111 11 SETS AT PRE -CAST 4 a II—III—III 111-111 III—III—III—III _ 111=TIL . W/10'.0'CAB - IILIILIILI�L1�1=111-111—_ i 1 _ 111-111-11 . � —111—I 1=111=111-111-1 —111-111 '..? 5 I I=111=1I I_I I I-111-111=111=111 ..- ... I I I I-111-111 � _ � I I I-11I� III-111-111-11I� I, III=111= c: III—III=III=111=111=111=111= I .111E-111 II=111=III III=ILII=ILII=1111=III II -11 L-111 '� �, I I=111=1 I I III=I I II=I I II=I I II=I I II_ '; I I _ _ _ILL—ILL—ILL=11L=11L=11L=11L=11 ". I 11L=11 L= — — - I EI IJIL=11L=11L=11L=11 L=III ILL=11L=11L=11L=11L=11 '� II REFUSE CHUTE - SECTION 3 ELEVATOR 2 - SECTION 2 3 1/41,= 1-0. 2 1/4" = 11_011 2 1 RC4 PARAPET 2:151'51'-33- RIC -2 I LEVEL 5: 149'-6 3/4" ROOF PLATE: 149413/4- IR I ELECIIDF I FC4 _ LEVEL 4:133'-1 15/8' I ELECIIDF FC -1 LEVEL 3: 123'-3 &I WISc4 Sim WI -Sc A]-0.10 El ECIIDF FFB LEVEL 2:112'-7 ]/8 Sib TRASH TERM I .. RE: MFR FOR EMBED SETS AT PRE -CAST KEYNOTES N0. ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 H UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FRONDE(2)INYERSGWB FOR 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) LAVER GWB PC 1 -HR ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 -HR UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC-] 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB R03 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB KEYNOTES N0. FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Description FC -1 1 -HR UNIT lr MUSS WI SHTH AND GYPCRETE TOPPING FC -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FC4 1 -HR BALCONY,15-MAX. TRUSS W/CONCRETETOPPING FC3 1 -HR UNIT, 18'TRUSSES W/ SH -T! AND GYPCRETE TOPPING FC -6 NR STAIRUilJDING 2x JOIST W/ SHTH( LAP OVER ADJACENT SHIP) AND 314" GYPCRETE TOPPING FC-] 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FC -8 2 -HR MAST 18' TRUSS W/ SPIN AND GYPCRETE TOPPING FLA 1 -HR UNIT, 18'MUSS WI SHTH AND GYPCRETE TOPPING AND MIN R-251NSUL. KEYNOTES N0. WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION W -01a 2 -HR SHAFT ENCLOSURE- 0" CONCRETE, RE: STRUCT W -01b 2 -HR SHAFT ENCLOSURE -13" CONCRETE, RE: STRUCT W42 2 -HR to -CONCRETE FIRE WALL, RE: STRUCT VACGa NR 0" CONCRETE WALL, RE: STRUCT w4)3b NR 12" CONCRETEWAU-, RE: STRUCT W-04 NR S"CMU WALL WL5 2 -HR FIRE BARRIER by CMU WALL WE -ie 1 -HR EXTERIORWN1--2W WE -ib 1 -HR EXTERIORWN---2X8 WE -1c 1 -HR EXTERIOR WALL -21S WE2 1 -HR EXTERIORWALL 2x8WIGW80N80THSIDES WE 3a 1 H EXTERIORWALL-(2)2x4 WE3b1 H EXTERIORWALLDEMISING-(2)2.5 WE -3a 1 H EXTERIOR WALL DEMISING -(2)2x8 WE4 NR PARAPET21S WE-5 1 H EXTERIORBSMCKE BARRIER24 WEEa 1 -HR GENERIOWALL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)L4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)LS WI -2e 112 -HR CORRIDOR, FIRE PARTITION -2x4 WII II CORRIDOR, FIRE PARTITION-2AWITHRC WI -3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWDFRAMING WI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI -0b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WII 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTUNERW 2x WD FRAMING ON ONE SIDE WII 2 -HR SHAFT ENCLOSURE, FIRE BARRIER-SHAFFUNERW 2x WD FRAMING ON ONE SIDE Wlbc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTUNERIt WD FRAMING ON EACH SIDE W16 2 -HR SHAFT ENCLOSURE, B' FREC45T WI -0 2 -HR SHAFT ENCLOSURE, L WD STUD S GWB ON EACH SIDE WI3 2 -HR FIREWALL-B-PRELASTCONCRETE WIIlv 1 -HR EXTERICRWALI WIFE 2 -HR FIREWALL - SHAFTUNER(ONLY) WII 2 -HR FIREWALL -22X NOWALL ONLY) WII 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -1D NR 8"PRECAST WLfla 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -2X4 WL11b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATION, THE BARRIER-2xS WL12e 1 -HR OCCUPANCY SEPARATION. FIRE BARRIER -(2)2x8 WALLS WI GWB WF4b 1 -HR OCCUPANCY SEPARATION, FIRE BARRIER -(2)M WALLS WI GWB W 13a 1 -HR INT. BEARING WALL -23 WF13b 1 -HR INT. BEARING WALL -2x8 VU -14a NR INTERIORWALL-2 WF14b NR INTERIORWALL-2x8 WI -19c NR INTERIORWALL-D8 WU5e 11Y6HR FIRE BARRIER -2x4 WUNP 11Y6HR FIRE BARRIER -2x8 WL16e 1 -HR INTERIOR BEARING WALL- 2x4 WFi6b1-HR INIERIORBEARINGWALL- 218 WI -16c t -HR INTERIOR BEARING WALL -(2)2x8 WI -1] I I -HR SMUKILVARRIER-2X4 KEYNOTES N0. NOTE 113 TRASH CHUTE 11] TRASH COMPACTOR AND BINS 1123 U) 14.8 FEMM 2220 SUMP PUMP. COORDINATE FINAL LOCATION WITH ADJACENTSYSTEMS AND EQUIPMENT: RE: PLUMBING N KEY PLAN (t A+ PROJECT 111 ,, III, KEPHART community • planning aarchitecture eeeeeeeee 25M WALNUT STREET DENVER, COLORADO Arms .nn.mPbenmm U) FEMM Z MLU d O G J CO IO1 W w LL Q W/A/A��/l T. 1QI W lw / 0 F- OOW =U _ W 0 > I� EDF C040 U N 037 4 �SFD ARC`F. 03.25.2021 No. Date IPeue mt6.19 too%CO NAM PERM UBMITTK r `Y 9 n O m DJ/ Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Drawn By eeeeee RB JT CT xM9 By DMB Me ELEVATOR 2 & REFUSE SECTIONS Sheat Number IIIIIIIIIIIIIIIA8=8.1 G1 — G1 — G1 r DOORS SHALL BE PROVIDED AT EACH ELEVATOR HOISTWAY DOOR OPENING, EXCLUDING LEVEL OF EXIT DISCHARGE, PER 30026.. DOORS SHALL COMPLY W/ THE SMOKE B DRAFT CONTROL DOOR ASSEMBLY RED'S IN SECTION 718.2.2.11 WHEN TESTED IN ACCORDANCE WITH UL 1704 WITHOUT AN ARTIFICIAL BOTTOM SEAL PER, 301 No.3 .EVATOR 3 11-01P 0 NO. ROOF/CEILING TYPE SCHEDULE 9S FIRE RATING 2'-11314' 1•n" 1 H ra^ r -r 1 H CORRIDOR, ROOF TRUSSES, FROVIDEG)IAYERSGWB RC -3 2 -HR CLRSHAFT RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB — 1 H — — RCE 1 H =1111-1 RC -7 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB R03 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB • 1 -HR UNIT, 18'MUSS W/ SHTH AND GYPMETE TOPPING AND MIN R-AINSUL. WE -1c 1 -HR EXTERICRWALI-2Xtl WE -2 III III—III—I L1l Vfle 1 -HR -' III—III—II. L EXTERILPRWALLDEMISING-(2)26 I 1 H 1111 m NR 7 WE5 11� III 1I II7 II� EXTERIORBSMCKERARRIER-2x6 WEY 1 -HR GENERIC WALL WI -1e 1 -HR UNIT DEMISING, FIRE PARTITION -(2)14 WI -1b 1 -HR 111- VIII 12HR IIY"y,� E, WI-2b 111=1 1I WI3 / -01 EXITENCLOSURE. FIRE BARRIER- SHAFTUNERSWD FRAMING - I 111111 I IIJ 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFFUNERSWDFRAMING WI3b 2 -HR I�IH— W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING PI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING W14b 2 -HR — G1 — G1 r DOORS SHALL BE PROVIDED AT EACH ELEVATOR HOISTWAY DOOR OPENING, EXCLUDING LEVEL OF EXIT DISCHARGE, PER 30026.. DOORS SHALL COMPLY W/ THE SMOKE B DRAFT CONTROL DOOR ASSEMBLY RED'S IN SECTION 718.2.2.11 WHEN TESTED IN ACCORDANCE WITH UL 1704 WITHOUT AN ARTIFICIAL BOTTOM SEAL PER, 301 No.3 .EVATOR 3 11-01P 0 KEYNOTES NO. ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 H UNIT. ROOF TRUSSES, PROVIDE (1) IAYER GWB ON RCDEWXE RC -2 1 H CORRIDOR, ROOF TRUSSES, FROVIDEG)IAYERSGWB RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RC 1 H ROOF DECK, CONIC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DISUSE RC -7 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB R03 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB KEYNOTES NO. FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Ueecrlyllen FG -1 1 -HR UNIT lr MUSS WI SHTI AND GYPCRETE TOPPING FG -2 1 -HR CORRIDOR, 2x JOIST W/ SHTH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FC -0 1 -HR BALCONYI5-MAX. TRUSS W/CONCRETETOPPING FC5 1 -HR UNIT, 18'TRUSSES W/ SHTH AND GYPCRETE TOPPING FOR NR STAIRIANDING 2x JOIST W/ SHTH(LAP OVER ADJACENT SHTH) AND 314" GYPCRETE TOPPING FC -7 1 -HR GARAGE DOUBLE TEE W/ CONCRETE TOPPING FC3 2 -HR MAST, 18' TRUSS W/ SHTH AND GYPCRETE TOPPING FLA 1 -HR UNIT, 18'MUSS W/ SHTH AND GYPMETE TOPPING AND MIN R-AINSUL. KEYNOTES NO. WALL TYPE SCHEDULE NARK FIRE RATING DESCRIPTION WU1a 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WLib 2 -HR SHAFT ENCLOSURE- 13" CgJCRETE, RE: STRICT W42 2 -HR 10" CONCRETE FIRE WALL, RE: STRUCT W -03a NR 0" CONCRETE WALL, RE: STRUCT WAT NR 12" CONCRETEWNL, RE: STRUCT WA6 NR S"CMU WALL VI 2 -HR FIRE BARRIER V CMU WALL WE -la 1 -HR EXTERIORWALI WE -lb 1 -HR EXTERICRWALI-2x8 WE -1c 1 -HR EXTERICRWALI-2Xtl WE -2 1 -HR EXTERIOR WALL- 2441 WI GWB ON BOTH SIDES Vfle 1 -HR EXTERIOR WALL -(2)2x4 WE3t, 1 1 H EXTERILPRWALLDEMISING-(2)26 WERM 1 H EXTERIORWALLDEMISING-(2)2x8 WE'; NR PARAPET245 WE5 1 H EXTERIORBSMCKERARRIER-2x6 WEY 1 -HR GENERIC WALL WI -1e 1 -HR UNIT DEMISING, FIRE PARTITION -(2)14 WI -1b 1 -HR UNG DEMISING FIRE PARTITION -(2)16 WI -2e 12HR CORRIDOR, FIRE PARTITION2A WI-2b 1/2 -11 -IR CORRIDOR, FIRE PARTI7I0N-2AWITHRC WI3 2 -HR EXITENCLOSURE. FIRE BARRIER- SHAFTUNERSWD FRAMING WLY 2 -HR EXIT ENCLOSURE. FIRE BARRIER- SHAFFUNERSWDFRAMING WI3b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING W14 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWDFRAMING PI -0a 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING W14b 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WI5s 2 -HR SHAFTENCLWURE,FIREBARRIER-SHA INERW2x WD FRAMING ON ME SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTUNER W 2x WD FRAMING ON ME SIDE Wlbc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERB WD FRAMING ON EACH SIDE W143 2 -HR SHAFT ENCLOSURE, 8 -PRE -CAST WI -0 2 -HR SHAFT ENCLOSURE, L WD STUD A GWB ON EACH SIDE WIA 2 -HR FIREWALL-0"PRE-CASTCONCRETE WIIlv 1 -HR EXTERIORWAILI WIA 2 -HR FIREWALL - SHAFTLINERONL WISI 2 -HR FIREWALL -22x WDWALL ONLY) W124 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WI -10 NR IF PRECAST WI -11a I FIAR OCCUPANCY SEPARATION, FRE BARRIER -2x4 WI -11t, FIAR OCCUPANCY SEPARATION, RRE BARRIER -28 WI -110 1 -HR OCCUPANCY SEPARATOR ME BARRIER -INS WI -12a 1 -HR OCCUPANCY SEPAIRMHON. FIRE BARRIER -(2)2x8 WALLSWI GWB WI -12t, FIAR OCCUPANCY SEPARATION, FIRE BARRIER -(2)2x8 WALLS W/ GWB WI -13a FIAR INT.BEARINGWALI WI -13b FIAR INT.BEYRINGWPll-2xB WI -14a NR INTERIORWALL-2X4 WF14b NR INTERIORWALL-2x8 WI -140 NR INTEWORWALL-2,8 WI -15a 11@ -HR FIRE BARRIER -2N WFiW 11@ -HR FIRE BARRIER -2a9 WFiBe FRI INTERIOR BEARING WALL -(2)2x4 WL16b 1 -HR INTERIOR BEARING WALL -G)26 W-1EC 1 -HR INTERIORBEARINGWALL-(2)2x8 WI -17 I 1 -HR ISMOKEBARRIER-2X4 KEYNOTES NO. NO E 14.3 ELEVATORDESIGN: KONE MCNOSPACE 35"WITH9'-0 H 'CAB HEIGHT,,STRETCHER COMPLIANT 2220 SUMIF EQUMP COO RDINATENPL LOCATION WITH ADJACENT SYSTEMS AND AND EWIPMENT; RE: PLUMBING N KEY PLAN (t A+ PROJECT 111 ,, ■ KEPHART community • planning aarchitacturs eeeeeeeee 25M WAWUT STREET DENVER, COLORADO M2b5 .nn.mPbenmm U) FEMM Z W M 5Ch ^ LL O 00 IO1 W w LL Q W Q= U � /w� V! l� V! OOw =U _ w 0 > W � l ' ^ V M SOF CO4O B N 037 4 c4 �SFD A;C 03.25.2021 No. Data Issue 10,18.10 too%CO NAM PERM UBMGTAL 7 e n D NH DJV Amba Designer DMB Date 08.28.2020 Job Number 218094 Devem By eeeeeeee RB JT CT evese eeee DMB Me ELEVATOR 3 PLANS umber IA8=9mO 1 b I I=III-11- IHIIELEVATOR 1 FIRE RATING J ELEVATOR 3 — SECTION 2 2 114"=11-0" b I I=III-11- IHIIELEVATOR MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 -HR F; w IHII= EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB a 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RC 1 -HR ILII PARAPET 2;151�3�* BASIS Ci RC -7 - IHII ROA KONEMONOSPACE ` o, 1 -HR II- '11 ILII WE4c 1 -HR W19' -V GAS I WE -2 1 -HR EXTERIORWALL-2WW/GWBON BOTH SIDES �. STRETCHE CCMPI SII,,-- IO1 W EXTERIORWALLDEMISING -(2)2x5 WE -3C 1 -HR EXTERIORWALLDEMISING-(2)b9 1.QQ1�111AU1�1�11111�1�11��LPalobe NR room Oroom som 1 -HR EXTERIOR B SMOKE BARRIER -2x6 WES 1 -HR GENERIOWALL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)L4 a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)W WI -2a lal CORRIDOR, FIRE PARTITION -2x4 WI -2b lal CORRIDOR, FIRE PARTITION-28WGHRC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI4 r= EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WII 2 -HR �I�I WII 2 -HR SHAFTENCLWURE.Fi EBARRIER-SH4 INERW2x WD FRAMING ON ME SIDE WI5b �p�qI�e� VIII WHSc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERS WD FRAMING ON EACH SIDE 7RT�' 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST m� JLU SHAFT ENCLOSURE, L WD STUD S GWB ON EACH SIDE WIA 2 -HR FIREWALL-0•PRECMITCONCRETE WIEa 1 -HR EXTERIORWALL-2 6 WHO 2 -HR FIREWALL - SHAFTLINERONL WI -ea 2 -HR P WII 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT W110 NR FPRECAST WHIG 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -2W W411b 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -26 WI -110 1 -HR By W1 ­12a 1 -HR OCCUPANCY SEPARATION. FIRE BARKER -(2)26 WALLS WI GWB WI -12b 1 -HR OCCUPANCY SEPARATION. FIRE BARKER -(2)26 WALLS W) GWB WF13a 1 -HR INT.BEARINGWAU_-26 W1 ­13b 1 -HR INT. BE4RINGWAU_-26 WF14a By INTERIORWALL-2X4 WF14b NR INTERIORWALL-DE WI -140 o, z W1 ­15a 112 HR FIRE BARRIER -2X4 WL1% 112 -HR FIRE BARRIER2x6 W1,16a 1 -HR INTERIOR BEARING WALL -(2)2X4 WL' 1 -HR INTERIOR BEARING WALL -(2)26 WI -16C Y INTERIOR BEARING WALL-(2)2xB WI -17 1 -HR SMOKEBARRIER-2X4 yi S = LEVEL4,13T-11503" ell Well, q = 4� r� a r P� vessel IN oc 6� G� 3� e� i. S� Q room .711 51 6'= a. som ® 'raoomm zz P._ .III 8� A FLIF I III• RE MISS FOR EMBED III MINOR J ELEVATOR 3 — SECTION 2 2 114"=11-0" z 8 Of bp 0 b I I=III-11- IHIIELEVATOR MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 -HR F; w IHII= EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB a 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RC 1 -HR ILII RCE BASIS Ci RC -7 - IHII ROA KONEMONOSPACE ` o, 1 -HR II- '11 ILII WE4c 1 -HR W19' -V GAS I WE -2 1 -HR EXTERIORWALL-2WW/GWBON BOTH SIDES WE3a1-HR STRETCHE CCMPI WE3b1-HR IO1 W EXTERIORWALLDEMISING -(2)2x5 WE -3C 1 -HR EXTERIORWALLDEMISING-(2)b9 WISH NR PARAPET2x6 WES 1 -HR EXTERIOR B SMOKE BARRIER -2x6 WES 1 -HR GENERIOWALL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)L4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)W WI -2a lal CORRIDOR, FIRE PARTITION -2x4 WI -2b lal CORRIDOR, FIRE PARTITION-28WGHRC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WII 2 -HR SHAFTENCLWURE.Fi EBARRIER-SH4 INERW2x WD FRAMING ON ME SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHMErUNER W 2x WD FRAMING ON CNE SIDE WHSc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERS WD FRAMING ON EACH SIDE W15 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST WI -7 JLU SHAFT ENCLOSURE, L WD STUD S GWB ON EACH SIDE WIA 2 -HR FIREWALL-0•PRECMITCONCRETE WIEa 1 -HR EXTERIORWALL-2 6 WHO 2 -HR FIREWALL - SHAFTLINERONL WI -ea 2 -HR P WII 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT W110 NR FPRECAST WHIG 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -2W W411b 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -26 WI -110 1 -HR By W1 ­12a 1 -HR OCCUPANCY SEPARATION. FIRE BARKER -(2)26 WALLS WI GWB WI -12b 1 -HR OCCUPANCY SEPARATION. FIRE BARKER -(2)26 WALLS W) GWB WF13a 1 -HR INT.BEARINGWAU_-26 W1 ­13b 1 -HR INT. BE4RINGWAU_-26 WF14a By INTERIORWALL-2X4 WF14b NR INTERIORWALL-DE WI -140 o, z W1 ­15a 112 HR FIRE BARRIER -2X4 WL1% 112 -HR FIRE BARRIER2x6 W1,16a 1 -HR INTERIOR BEARING WALL -(2)2X4 WL' 1 -HR INTERIOR BEARING WALL -(2)26 WI -16C Y INTERIOR BEARING WALL-(2)2xB WI -17 1 -HR SMOKEBARRIER-2X4 z 8 Of bp 0 PARAPET 2:151'-3 Ion IIWdoelgw Sim a PARAPET 1 147'8 N4"v —ROOF PLATE 9 i_ _tea 123' -LAA 112'-7 7� z p uw O 3 r O o LL LEVEL 1:100'HO' RE: MFR FOR EMBED SETS AT PRE -CAST r -TTI= 2'A' :..• •II I-TTI=TTI=TTI=TTI=TTI-TTI-1 (ELEVATOR 3 — SECTION 1 1 114" = 1P.011 N0. I I=III-11- IHIIELEVATOR MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 -HR F; w IHII= EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RC 1 -HR ILII RCE BASIS OF DESIG RC -7 - IHII ROA KONEMONOSPACE METAL FRAMING, PROVIDE (2) LAYERS GWB FLA 1 -HR II- '11 ILII WE4c 1 -HR W19' -V GAS I WE -2 1 -HR EXTERIORWALL-2WW/GWBON BOTH SIDES WE3a1-HR STRETCHE CCMPI WE3b1-HR IO1 W EXTERIORWALLDEMISING -(2)2x5 WE -3C 1 -HR EXTERIORWALLDEMISING-(2)b9 WISH NR PARAPET2x6 PARAPET 2:151'-3 Ion IIWdoelgw Sim a PARAPET 1 147'8 N4"v —ROOF PLATE 9 i_ _tea 123' -LAA 112'-7 7� z p uw O 3 r O o LL LEVEL 1:100'HO' RE: MFR FOR EMBED SETS AT PRE -CAST r -TTI= 2'A' :..• •II I-TTI=TTI=TTI=TTI=TTI-TTI-1 (ELEVATOR 3 — SECTION 1 1 114" = 1P.011 KEYNOTES N0. ROOF/CEILING TYPE SCHEDULE MARK FIRE RATING DESCRIPTION RC -1 1 -HR UNIT. ROOF TRUSSES, PROVIDE (1) LAYER GWR ON RCDELUXE RC -2 1 -HR CORRIDOR, ROOF TRUSSES, FR0VIDE(2)IAYERSGWB RC -3 2 -HR EXIT ENCLOSURE, ROOF TRUSSES, PROVIDE (1) IAYERGWB RCA 1-HRMR SHAFT ENCLOSURE, WD JOIST, PROVIDE (1) GWB RC 1 -HR ROOF DECK, CONC. PAVERS ON PEDESTAL SYSTEM OVER SLOPED ROOF TRUSSES RCE 1 H UNIT, ROOF TRUSSES, PROVIDE (1) LAYER GWB ON RC DELUXE RC -7 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB ROA 1 -HR METAL FRAMING, PROVIDE (2) LAYERS GWB KEYNOTES N0. FLOOR/CEILING TYPE SCHEDULE MARK FIRE RATING Uescri leR FG -1 1 -HR UNIT, 18•MUSS WI SHn1 AND GYPCRETE TOPPING FG -2 1 -HR CORRIDOR, 2x JOIST W/ BATH AND GYPCRETE TOPPING FC3 NR BALCONY, 2x JOIST W/ COMPOSITE DECKING FC -0 1 -HR BALCONY,15•MAX. TRUSS W/CONCRETETOPPING FC5 1 -HR UNIT, US TRUSSES W/ SHTH AND GYPCRETE TOPPING FC8 NR STAIRIANDING 2x JOIST W/ SHTH(LAP OVER ADJACENT SH H) AND 314" GYPCRETE TOPPING FC -7 1 -HR GARAGE, DOUBLE TEE W/ CONCRETE TOPPING FC3 2 -HR MAST, 18' TRUSS W/ SHIN AND GYPCRETE TOPPING FLA 1 -HR UNIT, UPMUSS WI SHn1 AND GYPoRETE TOPPING AND MIN R4YUNSUL. KEYNOTES N0. WALL TYPE SCHEDULE MARK FIRE RATING DESCRIPTION WL1a 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT WLib 2 -HR SHAFT ENCLOSURE- 1W CONCRETE, RE: STRUCT W42 2 -HR 10' CONCRETE FIRE WALL, RE: STRUCT W4Ga NR FCONCRETEWALL, RE: STRUCT W4)3b NR 12' CONCRETE WALL. RE: STRUCT WL4 NR TCMU WALL W405 2 -HR FIRE BARRIER IS CMU WA_L WEia 1 -HR EXTERIGRWALL-2W WE -1b 1 -HR EXTERIORWALL-26 WE4c 1 -HR EXTERIORWALL-26 WE -2 1 -HR EXTERIORWALL-2WW/GWBON BOTH SIDES WE3a1-HR EXTERIORWALL-(2)2x4 WE3b1-HR IO1 W EXTERIORWALLDEMISING -(2)2x5 WE -3C 1 -HR EXTERIORWALLDEMISING-(2)b9 WISH NR PARAPET2x6 WES 1 -HR EXTERIOR B SMOKE BARRIER -2x6 WES 1 -HR GENERIOWALL WI -1a 1 -HR UNIT DEMISING, FIRE PARTITION -(2)L4 WI -1b 1 -HR UNIT DEMISING, FIRE PARTITION -(2)W WI -2a lal CORRIDOR, FIRE PARTITION -2x4 WI -2b lal CORRIDOR, FIRE PARTITION-28WGHRC WI3 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WI4 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTUNERSWD FRAMING WII 2 -HR EXIT ENCLOSURE, FIRE BARRIER- SHAFTLINERSWD FRAMING WII 2 -HR SHAFTENCLWURE.Fi EBARRIER-SH4 INERW2x WD FRAMING ON ME SIDE WI5b 2 -HR SHAFT ENCLOSURE, FIRE BARRIER -SHMErUNER W 2x WD FRAMING ON CNE SIDE WHSc 2 -HR SHAFT ENCLOSURE, FIRE BARRIER - SHAFTLINERS WD FRAMING ON EACH SIDE W15 2 -HR SHAFT ENCLOSURE, 8' PRE -CAST WI -7 2 -HR SHAFT ENCLOSURE, L WD STUD S GWB ON EACH SIDE WIA 2 -HR FIREWALL-0•PRECMITCONCRETE WIEa 1 -HR EXTERIORWALL-2 6 WHO 2 -HR FIREWALL - SHAFTLINERONL WI -ea 2 -HR FIREWALL -221 IWALL ONLY) WII 2 -HR SHAFT ENCLOSURE- W CONCRETE, RE: STRUCT W110 NR FPRECAST WHIG 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -2W W411b 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -26 WI -110 1 -HR OCCUPANCY SEPARATION, HIRE BARRIER -26 W1 ­12a 1 -HR OCCUPANCY SEPARATION. FIRE BARKER -(2)26 WALLS WI GWB WI -12b 1 -HR OCCUPANCY SEPARATION. FIRE BARKER -(2)26 WALLS W) GWB WF13a 1 -HR INT.BEARINGWAU_-26 W1 ­13b 1 -HR INT. BE4RINGWAU_-26 WF14a NR INTERIORWALL-2X4 WF14b NR INTERIORWALL-DE WI -140 NR INTERIORWALL-26 W1 ­15a 112 HR FIRE BARRIER -2X4 WL1% 112 -HR FIRE BARRIER2x6 W1,16a 1 -HR INTERIOR BEARING WALL -(2)2X4 W1,16b 1 -HR INTERIOR BEARING WALL -(2)26 WI -16C 1 -HR INTERIOR BEARING WALL-(2)2xB WI -17 1 -HR SMOKEBARRIER-2X4 KEYNOTES N0. NOTE 163 ELEVATOR BASIS OF DESIGN: KONE MONOSPAGE 35" WITH YA' CAB HEIGHT, STRETCHER COMPLIW 2230 SUMP WMA. COORDINATE FINAL LOCATION WITH ADJACENT SYSTEMS AND EQUIPMENT: RE: PLUMBING KEY PLAN (t A+ PROJECT 111 ,, ■ KEPHART community • planning • architecture 25M WAWUTSTREET DENVER, COLORADO ebm5 .....,.mq�.nmm FEMM Z W MM LL0 J 00 IO1 W I F Q WT. /) 1WQI Iw of/u V! lL O V OI1l1 =U W _ W 0 > W LL Mr lM/ I..V AGF C040 B N 037 4 n� �SFD ARC`F. 03.25.2021 No. Date Issue 10,1e.10 too%CO 8028.28 PENM uBMInK r r e aD mg r DJV Pmgd Oeeigner DMB M Os.ze.zozD Job Number 218094 Deal By RB JT CT Cbxke4By DMB Ble ELEVATOR 3SECTION Sheat Number AMA ELEVATION 318'X4 STEEL BAR WITH EASED EDGE TCP OF CONCRETE FLOOR AT EXIT LEVEL CORRUGATED STEEL RUNGS AT 12' O.L. TYPICAL 5K3X318' STEEL ANGLE WELDED TO RAIL, BOLTED TO SLAB AND WALL HALL LANTERN SIGNALS FLOOR LANDING JAMB SIGNAGE (REQUIRED ON BOTH SIDES OF JAMB) HALL CALL BUTTON SMOKE DOOR POCKET WALL, RE: PLANS SMOKE DOOR IN FIRE PARTITION. RE: PLANS ELEVATOR DOOR WITHAUTCMATIL REOPENING DEVICE NOTE: 1. ELEVATOR CONTROLS SHALL COMPLY WITH ANSI 117.1 SEC, 07 2. CALL BUTTONS SHALL BE RAISED OR FLUSH AND SHALL HAVE HEIGHT OF 40' A.F.F. TO THE CENTER OF THE TCP CALL BUTTON. CALL BUTTONS SHALL BE A MIN. 7.4' DIX 3. HALL SIGNALS SHUL BE INSTALLED AT 72' MIN. A.F.F. HALL SIGNALS SHALL HAVE BOTH AUDIBLE AND VISIBLE SIGNALS. THE VISIBLE ELEMENT SHALL BE A MIN. 21/2' DIA. AUDIBLE SIGNALS SHALL HAVE FREQUENCY OF 1500HZ MAX AND HAVE A MIN, EBA OF 10 BUT SHALL NOT EXCEED 80 dBA. 4. HOISTWAY SIGNALS SHALL HAVE TACTILE CHARACTERS AND NOT BE LESS THAN 2' IN HEIGHT. ATACTLE STAR SHALL BE USED TO INDICATE THE GROUND LEVEL. ELEVATOR DOORS PER MFR. ELEVATOR CAB PER WR. SILL PER ELEVATOR MFR. STRUCTURAL CONCRETE SLAB RE: STRUCTURE CONCRETE WALL RE: STRUCTURE CONCRETE SLAB ON GRADE RE: STRUGF. ELEVATOR DOORS PER MFA, ELEVATOR CAB PER MFR. SILL PER ELEVATOR MFR. CONCRETE PIT WALL RE: STRUCT CONCRETE SHAFT 111 �� ■ KEPHART OR PIT WALL community • planning a architecture 25M WALNUT STREET DENVER, COLORADO MMS x Lmm eRmm U) Z W MM 5\/ /� LL O BAA �O W BASED WITH ED EDGE WITH FAS LL Q W Q= lW^ V! lF—^ V! OOW =U _ W 0 > W �M ' ^ V CORRUGATED STEEL SOF C040 U N LADDER RUNGS 037 4 �SFD ARC`F. 03.25.2021 No.LWA 3k5' STEEL ANGLES LUBM� RL ANCHORED TO WALL MR r DJV Pmgd Designer DMB Date 08.28.2020 kb Number eeeeee 218094 RB JT CT CIIxME By DMB De ELEVATOR DETAILS 3neetwmoer A8-10.0 PLAN SECTION LADDER DETAIL A 11,,= ,1.001 318'X4 STEEL BAR WITH EASED EDGE TCP OF CONCRETE FLOOR AT EXIT LEVEL CORRUGATED STEEL RUNGS AT 12' O.L. TYPICAL 5K3X318' STEEL ANGLE WELDED TO RAIL, BOLTED TO SLAB AND WALL HALL LANTERN SIGNALS FLOOR LANDING JAMB SIGNAGE (REQUIRED ON BOTH SIDES OF JAMB) HALL CALL BUTTON SMOKE DOOR POCKET WALL, RE: PLANS SMOKE DOOR IN FIRE PARTITION. RE: PLANS ELEVATOR DOOR WITHAUTCMATIL REOPENING DEVICE NOTE: 1. ELEVATOR CONTROLS SHALL COMPLY WITH ANSI 117.1 SEC, 07 2. CALL BUTTONS SHALL BE RAISED OR FLUSH AND SHALL HAVE HEIGHT OF 40' A.F.F. TO THE CENTER OF THE TCP CALL BUTTON. CALL BUTTONS SHALL BE A MIN. 7.4' DIX 3. HALL SIGNALS SHUL BE INSTALLED AT 72' MIN. A.F.F. HALL SIGNALS SHALL HAVE BOTH AUDIBLE AND VISIBLE SIGNALS. THE VISIBLE ELEMENT SHALL BE A MIN. 21/2' DIA. AUDIBLE SIGNALS SHALL HAVE FREQUENCY OF 1500HZ MAX AND HAVE A MIN, EBA OF 10 BUT SHALL NOT EXCEED 80 dBA. 4. HOISTWAY SIGNALS SHALL HAVE TACTILE CHARACTERS AND NOT BE LESS THAN 2' IN HEIGHT. ATACTLE STAR SHALL BE USED TO INDICATE THE GROUND LEVEL. ELEVATOR DOORS PER MFR. ELEVATOR CAB PER WR. SILL PER ELEVATOR MFR. STRUCTURAL CONCRETE SLAB RE: STRUCTURE CONCRETE WALL RE: STRUCTURE CONCRETE SLAB ON GRADE RE: STRUGF. ELEVATOR DOORS PER MFA, ELEVATOR CAB PER MFR. SILL PER ELEVATOR MFR. CONCRETE PIT WALL RE: STRUCT 111 �� ■ KEPHART community • planning a architecture 25M WALNUT STREET DENVER, COLORADO MMS x Lmm eRmm U) Z W MM 5\/ /� LL O 00 �O W w�/ LL Q W Q= lW^ V! lF—^ V! OOW =U _ W 0 > W �M ' ^ V M SOF C040 U N 037 4 �SFD ARC`F. 03.25.2021 No.LWA LUBM� RL MR r DJV Pmgd Designer DMB Date 08.28.2020 kb Number eeeeee 218094 RB JT CT CIIxME By DMB De ELEVATOR DETAILS 3neetwmoer A8-10.0 WIDE SCHEDULE i WIDTH F RESCHEDULE WIDTH 8 E SCHEDULE WIGHT RE: SCHEDULE WIDTH RE: SCHEDULE DOOR SCHEDULE -COMMON AREAS Xc u MARK LOCATION ELEVATION TYPE OOORSIUMEDIxll) THICKNESS ODOR IMTERIAL FRAME IMTERIAL FRE RATING DOOR HMDWARE WVALUE SHGC NOTES LOWVOLTAGE C 3',"x7'-0 3'6'x THY 1231128' HM 20 MIN 3'-0'x8'-0' SELF CLOSING 402 ELECTRICAL 001 STORAGE C 3'-0'x THY 134- METAL HM 60 MIN, 405 HORIZONTAL EXIT SELF CLOSING Gala ELEVATOR CLOSET C 3'-0'x THY 1m- METAL HM 60 MIN, HORIZONTAL EXT E SELF CLOSING 002 RESTROOM B 3'-0'x THY 134' WOOD HM 60 MIN, C 31,01 x9'40" SELF CLOSING OW HOME S GARDEN D 6'-0'x THY 134• METAL HM 20 MIN. 31,04 x9'4)" 1W METAL Orion DOG WASH RE: P93 SERIES 3' -0"x6' -117H' I PLUMINUMIGUSS ALUMINUM 3'-0"x7'-0" 1314" METAL HM ON HORIZONTAL EXIT E 6'-0'x THY 1w METAL HM 90 MIN. WOOD HM SEIFCLCBING W5a MAIN ELECTRICAL C 3'-0'x THY 1m- METAL HM 60 MIN. HM / SEIFCLCENG OW MAINT. STORAGE C 3'-0'x THY 134' METAL HM 60 MIN. 1316" 0.32 0.37 SEIFCLOWNG 007 MAINT. OFFICE C THOO A TRY 1m- METAL HM 60 MIN. Filling Door SELFCLOSING ON STORAGE C THOO A TRY 1m- METAL HM EO MIN. SELF CLOSING E1OO SELFCLOSING ON MINT. ENTRY H 5'd'x 0'-0" 134- META-AAA8S HM SELF CLOSING EMI 0.32 037 C iW MAIN ENTRY RE: AS -3 SERIES 8'-0'x 0'-0" 3- PLUMINUMIGLASS ALUMINUM SAX ELEVATORSMOKE 0.32 037 4'-0"x7'R) 101 MAIN ENTRY RE: A93 SERIES 8'-0'x 0'-0" 3- PLUMINUMIGLISS ALUMINUM ELEVATORSMOKE C 032 037 1SAO US OFFICE RE: A93 SERIES THOR x 0'-0" 1W PLUMINUMIGLISS ALUMINUM C 3'-"x7'R) 1SAO MI US CONFERENCE RE: A93 SERIES YRYxT-117W 13H' PLUMINUMIGLISS ALUMINUM 4'-0"x7R) 13N" MEIILL HM IN MGR. OFFICE RE: A93 SERIES YRTxT-1179' 13H' ALUMINUMIGLISS ALUMINUM 1314" VII HM IN CREATIVE RE: A93 SERIES YRTxT-1179' 13H' ALUMINUMIGLASS ALUMINUM VII HM 1058 WORK RE: A93 SERIES 3'-0'x 8'-0" 134' ALUMINUMIGLASS ALUMINUM HM 0.32 0.37 SELF CLOSING TOO MNL ROOM E 8'-0'x8'-0" 134' METAL HM 45 MIN. SELF COMING SELFCLC81NG 108 PACKAGE B 3'-0'x 8'-0" 134' WOOD HM - SELF CLOSING, FOB ACCESS AUTO OPENER GW1 SELFCLOSING TO BREAKROOM B 3'-0'x 8'-0" 134' WOOD HM SELF CLOSING GW2 STAIR5 SELFCLOSING 1088 RESTROOM B 3'-0'x 8'-0" 134' WOOD HM GG03 MECHANICALSHAFT C SELF CLOSING IN MECHANICAL B 3'-0'X 0'-0' 134' WOOD HM - C THYx T-0' SELF CLOSING 111 WARMING PANTRY B 3'-0'X 0'-0' 134' WOOD HM C 3'-0"x8'-0" 1W SELF CLOSING 111E ELECTRICAL B 3'-0'X 0'-0' 134' WOOD HM THYXIT-0" 1314" METAL SELF CLOSING 113 STORAGE B 3'-0'x 0'-0' 134• WOOD HM 1314" METAL HM SELF CLOSING 114 MENS B 3'-0'x 9'-0' 134' WOOD HM METAL HM 90 MIN. SELF COMBING 116 FITNESS RE: P93 SERIES 3' -0"x7' -117H' 134' PLUMINUMIGIASS ALUMINUM HM 90 MIN. SELF CLOSING 116a FITNESS S 3'-0'x 9'-0' 134' WOOD HM 45 MIN. SELF CLOSING SEIFCLCNNG 117 YOGA RE: P93 SERIES YRTxT-117W 134' PLUMINUMMILASS ALUMINUM SELF CLOSING G203 ELEVATOR I LOBBY 117a POOL SWIRL C 3'-0'x THY 134' METAL HM 45 MIN. G2N GARAGEICORRIDOR SELF CLOSING 118 WOMENS B THOO A 0'-0" 134- WOOD HM - GARAGEIS7AIR3 C SELF CLOSING 1180 JPNINTOR CLOSET B THOO A 0'-0" 134- WOOD HM - C 3'-0'K74 SELF CLOSING 1186 FITNESS ENTRY H 4'-'x 0'-0" 134- META-AAASS HNI C 3'-0"x7'R) 0.32 037 METAL 119 PATIO RE: AS -3 SERIES THOO A 0'-0" 134- PLUMINUMIGLASS ALUMINUM 3'-0"x7'R) 134" 0.32 037 HM 120 LOUNGE F 18'-0'x 0'-0" 22184" PLUMINUMIGLASS ALUMINUM - MEIILL HM Folding Door 120a PATIO RE: A93 SERIES THOR x 0'-0" 1W PLUMINUMIGLISS ALUMINUM - HM 0.32 037 122 CORRIDORENTRY A THOR X 0'-0" 13H' WOOD HM - 90 MIN. 032 037 SELFCLCSING 124 STORAGE C 3'-0'x T-0' 13%. METAL HM SO MIN. SELF CLOSING SELFCLQSING 125 MECHANICAL. D 8'-0'x T-0' 13%. METAL HM SO MIN. SELF CLOSING SON, STAIR4 1258 MECHANICAL D 8'-0'XT-V 1M. METAL HM AMIN. 50040 STAIR4 H 128 FIREWATER D 8'-0'XT-V 1M. METAL HM AMIN. STAIRI C 3'-0'x0-0' 1288 FIREWATER D 8'-0'XT-V 1M. METAL HM AMIN. H 6'-'x0-0' 1314" 127 HORIZONTAL EXIT E 8'-0'x8'-0" 1314' METAL HM 93 MIN. 3u xe-0' 1308' SELFCLOSING 128 TRASH ACCESS C 3'-0'x 8'-0" 1M. METAL HM 45 MIN. 1308' METAUGIASS SELFCLCMNG 129 TRASH TERMINATION D 6'-0'x THY IN. METAL HM 9O MIN, HM METAL - 130 TRASH COLLECTION D 6'-0'x THY IM. METAL HM 45 MIN, HM - 0.32 037 131 CORRIDOR E 6'-0'x 0'-0' 1314• METAL HM SO MIN, 90 MIN, SEIFCLOSING 131a CORRIDOR E 6'-0'x 0'-0' 134' METAL HM 45 MIN, SELF CLOSING SELFCLOSING 131E CORRIDOR B 3'-0'x 0'-0' 134' WOW HM AMIN, SELF CLOSING SA3 SELF CLOSING 156 YQGA RE: P93 SERIES 3' -0"x7' -117H' 134' PLUMINUMIGLASS ALUMINUM - 3204 STAIR C 200 HCRIZCtJTAL EXIT E 6'-0'x THY 134' METAL HM 90 MIN. STAIRI C SELF OLCBING 201 LOW VOLTAGE C 3'-0'x THY 134' METAL HM 20 MIN. C 3' T x 2'-0" SEIFCLCNNG 202 ELECTRICAL C 3'-0'x THY 134' METAL HM 20 MIN. 3'-0"XT-0" 13N" SEIFCLCNNG Ata ELEVATORCLOSET C 3'-0'x THY 134' METAL HM 60 MIN. 13N" METAL SEIFCLCSING 205 HORIZONTAL EXIT E 8'-0'x TRY 13Y' METAL HM 90 MIN. I METAL I HM SELF CLOSING 205a HORIZONTAL EXIT E 8'-0'x TRY 134- METAL HM 90 MIN. I HM 1 90 MIN. I SELF CLOSING 206 ELECTRICAULV C THOO A TRY 134- METAL HM 20 MIN. SELF CLOSING SON ELEVATOR CLOSET C THOO A TRY 134- METAL HM 60 MIN. SELF CLOSING SELF CLOSING 208 TRASH ACCESS C THOR x TRY 13%. METAL HM 45 MIN. SELF CLOSING SELFCLCaNG 308 HCRIZgJTAL EXIT E 8'-0'XT-0" 1w METAL HM 90 MIN. SELFCLCSING 301 LOW VOLTAGE C 3'-0'x T-0' 13%. METAL HM 20 MIN. SELFCLCSING 302 ELECTRICAL C 3'-0'x T-0' 13%. METAL HM AMIN, SELFCLCSING 305 HCRIZgJTAL EXIT E xP-0" 13N' METAL HM 93 MIN. SELFCLCSING Me HORIZODUALEXIT E 8'-0'XT-V Iwr METAL HM 93 MIN. SELFCLOSING 308 ELECHRICADLV C 3'-0'x7-0" 1ME METAL HM WMIN. SELF CLQSING I 307 TRASHACCESS C 3'-0'x T -V 1M. METAL HM 45 MIN. SELF CLOSING 408 1 HCRIZUBUALEXIT I E I 8'-0'XT-V 1 1314' I METAL I HM 93 MIN. SELF CLOSING WIDE SCHEDULE i WIDTH F RESCHEDULE WIDTH 8 E SCHEDULE WIGHT RE: SCHEDULE WIDTH RE: SCHEDULE DOOR SCHEDULE -COMMON AREAS Xc u NARK LOCATION L WIDTH RE'. SCHEDULE WIDTH a DOOR SCHEDULE - UNITS DOOR SCHEDULE -COMMON AREAS Xc u NARK LOCATION ELEVATIDN TYPE DCORSIZE(Wx H) THICKNESS DOOR MATERIAL FRAME MATERIAL FIRE DOOR RATING HggMYME IWALUE SHGC ROTES 401 LOWVOLTAGE C 3',"x7'-0 1314" METAL HM 20 MIN 3'-0'x8'-0' SELF CLOSING 402 ELECTRICAL C 3',"x7'-0' 1314" METAL HM 20 MIN ANYUGLASS SELF CLOSING 405 HORIZONTAL EXIT E 6',"x7'-0' 1314" METAL HM 90 MIN. - SELF CLOSING 4050 HORIZONTAL EXT E 6',"x7'-0' 1314" METAL HM 90 MIN. UNIFLAUNDRY SELF CLOSING 405 ELECTRIGPLLV C 31,01 x9'40" 1W METAL HM 20 MIN, Z6'x6'W SELF CLOSING 402 TRASH ACCESS C 31,04 x9'4)" 1W METAL HM 45 MIN, O' SELF CLOSING BOB MEDIA C 3'-0"x7'-0" 1314" METAL HM 20 MIN, x\ SELF CLOSING 410 SUNSET RWM B 3'-0"x8'-0" 1314" WOOD HM 20 MIN, —RL SELF CLOSING Bila SUNSET RWM B 3'-0"x8'-0" 1314" WOOD HM / SR0Hx6'A" SELF CLOSING WOOD SUNSET ROOM RE: A93 SERIES 3'-0'x7'-10" 1SM. ALUMINUM/GLASS ALUMINUM 1316" 0.32 0.37 WOOD 41 SUNSETROOM F 9b"xB'-0" 5'-0"x6'A" ALUMINUMIGLASS ALUMINUM WOOD Filling Door 1 SUNSETROOM B 3'-0"x0'-0" ISM. WOOD HM 20 MIN. UNRCLOSET SELF CLOSING E1OO ELEVATORSMOKE C 31E"x 2'-0" ISM. METAL HM UE 3'-0"x6'-" SELF CLOSING EMI ELEVATOR SMOKE C 3'3'x7'R) 1SAO METAL HM 1318" WORD SELF CLOSING SAX ELEVATORSMOKE C 4'-0"x7'R) 1SAO METAL HM WA SELF CLOSING E203 ELEVATORSMOKE C 4'-0"x7'R) 1SAO METAL HM SELF CLOSING EWi ELEVATORSMOKE C 3'-"x7'R) 1SAO MI HM SELF CLOSING EAP ELEVATOR SMOKE C 4'-0"x7R) 13N" MEIILL HM SELF CLOSING E303 ELEVATORSMME C 4'0"x7-00 1314" VII HM SELF CLOSING EMi ELEVATORSMME C 3-6 x7-0- 1314" VII HM SELF CLOSING E402 ELEVATORSMME C 4'L'xT-0' 1314" VII HM SELF CLOSING E403 ELEVATORSMME C 4'D"xT-0- 1314" VII HM SELF COMING GOOD GARAGE ENTRY G 20'-0"x8'-0' 3" STEEL METAL SELF CLOSING, FOB ACCESS AUTO OPENER GW1 ELEVATOR I LOBBY C 3'-0XT-0' 1314" METAL HM 90 MIN. SELF CLOSING GW2 STAIR5 C 3'-0'x T-0' 1314" METAL HM 90 MIN. SELF CLOSING GG03 MECHANICALSHAFT C THYx T-0' I METAL HM 90 MIN. SELF CLOSING GON GARAGEICORRIDOR C THYx T-0' I METAL HM 90 MIN. SELF CLOSING GWS TRASH ACCESS C 3'-0"x8'-0" 1W METAL HM 45 MIN, SELF CLOSING G101 GARAGIPSTAIR3 C THYXIT-0" 1314" METAL HM 90 MIN, SELF CLOSING G102 GARAGEHORRIDOR C 3'-0"xT-0" 1314" METAL HM 90 MIN. SELF CLOSING G103 ELEVATOR1LOBBY C 3'-0"xT-0" 1314" METAL HM 90 MIN. SELF CLOSING GIN GARAGEICORRIDOR C TTKXT40" 1314" METAL HM 90 MIN. SELF CLOSING G201 GARAGEIS7AIR3 C T6x8'-0" 1314" METAL HM 90 MIN. SELF CLOSING G202 GARAGEICORRIDOR C T6x7-0" 1314" METAL HM 90 MIN. SELF CLOSING G203 ELEVATOR I LOBBY C 3'-0"x7'-0" ISM. METAL HM 90 MIN. SELF CLOSING G2N GARAGEICORRIDOR C 3'-0"x2'-0" I W" METAL HM 90 MIN. SELF CLOSING G301 GARAGEIS7AIR3 C 3',"x0'(" ISM. METAL HM 90 MIN. SELF CLOSING G302 GARAGNCORRIDOR C 3'-0'K74 1308" METAL HM 90 MIN. SELF CLOSING 3303 ELEVATOR LOBBY C 3'-0"x7'R) 134" METAL HM 90 MIN. SELF CLOSING G3041 GARAGNCORRIDOR C 3'-0"x7'R) 134" MEIILL HM 90 MIN. SELF CLOSING G401 GARAGEPSTAIR3 C 3'-0"x3'-0" 134" MEIILL HM 90 MIN. SELF CLOSING GW2 GARAMAWRRIWR C 3'0"x7-00 134' VII HM 90 MIN. SELF CLOSING GW3 ELEVATOR I LOBBY C 3'0"x7-00 13N" VII HM 90 MIN. SELF CLOSING G4N GARAGFJCORRIWR C 3'0"xT-0- 1314" VII HM 90 MIN. SELF CLOSING SWl STAIRI C 3'-0"xT-0- 13N" VII HM 90 MIN. SELF CLOSING SON, STAIR4 C 3'L'xT-0' 13N" METAL HM 90 MIN. SELF CLOSING 50040 STAIR4 H 6'Wx0-00' 1314" METAUGIASS HM - 032 037 Sol STAIRI C 3'-0'x0-0' 1314" METAL HM 90 MIN, SELF CLOSING $late STAIRI H 6'-'x0-0' 1314" METAUGIASS HM - 032 037 S102 STAIR C 3u xe-0' 1308' METAL HM 90 MIN, SELF CLOSING 8102e STAIR H 6+8'x8-0' 1308' METAUGIASS HM - 0.32 037 9103 STAIR3 C S,"x 8'-0" 1314" HM METAL - SELF CLOSING From STAIR3 H 0481 x8'-0" 1314" METALIGIASS HM - 0.32 037 SIN STAIR4 C 3',"x8'-0" 1314" METAL HM 90 MIN, SELF CLOSING SAT STAIRI C TTKXT40" 1314" METAL HM 90 MIN, SELF CLOSING SAD STAR C 3',"x7'-0" 1314" METAL HM 90 MIN, SELF CLOSING SA3 STAIR 3 C 3'," x 2'-0" 1 S14" METAL HM - SELF CLOSING 3204 STAIR C 3',"X2'-0" 1314" METAL HM 90 MIN. SELF CLOSING S301 STAIRI C 3',"x 2'-0" 13(4" METAL HM 90 MIN. SELF CLOSING 3302 STAIR 2 C 3' T x 2'-0" I Sm. METAL HM 90 MIN. SELF CLOSING ENDS STAIRS C 3'-0"XT-0" 13N" METAL HM - SELF CLOSING 5304 STAIR4 C 3'-0"XT-0" 13N" METAL HM 90 MIN. SELF CLOSING SW1 STAIRI C I J -U X(R) I TSN" I METAL I HM 1 90 MIN. I SELF CLOSING SW2 STAIR2I C I 3-O'x7R) 1 13N" I METAL I HM 1 90 MIN. I SELF CLOSING SAM 1 STAIRS 1 C I 3-O'x7R) 1 13N" I METAL I HM SELF CLOSING 5404 STAIRO C 3'0"x7-00 13N" METAL HM 90 MIN. SELF CLOSING 5504 STAIR4 1 C 1 3'0"x7-00 1 13N" I METAL I HM 1 60 MIN. I SELF CLOSING WIDTH RE'. SCHEDULE WIDTH RE SCHEDULE WIDTH a DOOR SCHEDULE - UNITS RE: SOARED Xc u LOGTIX! ELEVATION TYPE DOOR SIZE 01I TNtlrmu OOORTMTSRIAL FRAME TMTERML HIRE MTING NOTES 501 UNITENTRY LM 3'-0'x7V-0' 1318" WOW HM 20 MIN. SELFCLOSING 502 UNIT PATIOIBALWNY US 3'-0'x8'-0' 1318" FIBERGLASSIGLASS FIBERGLASS - 503 UNIT PATIOIBALWNY UC 96'x8'-0' T ANYUGLASS VINYL - BRONZE FRAME 504 UNIT EXLMECH. UD Z -0"x6'-8' 1314" FIBERGLASS WOOD - 505 UNIT BEDAIATH VE T -10"x6'-' 1316" WOOD WOOD - 506 UNIFLAUNDRY UE Z-'X&LIP 1316" WOOD WOOD _ — _L) 507 UNI -CLOSET UE Z6'x6'W 1010" CL OF HARDWARE __ 40"AFFUNO STILE w - R) _ // UNITCOAT _ —_ w 1318" O' w U_ _BOTTOM - _ _ _ / QD _(> w s w m \ / w0 w•X WOW x\ 510 UNITSTG w R -L- 1310" �)— WOW 02 511 —RL I UG -) 1316" (TL 10 — - 513 UNITCLOSET / SR0Hx6'A" 1316" WOOD WOOD REJ 514 UNITCLOSET WIDTH RE SCHEDULE WIDTH a DOOR SCHEDULE - UNITS RE: SOARED Xc MMK LOGTIX! ELEVATION TYPE DOOR SIZE 01I TNtlrmu OOORTMTSRIAL FRAME TMTERML HIRE MTING NOTES 501 UNITENTRY LM 3'-0'x7V-0' 1318" WOW HM 20 MIN. SELFCLOSING WIDTH 111P1P1:61111 II 9 F1ON;99 i R C41 M; 011111 W, REFER TO PLANS FOR TEMPERED (T) GLASS DOOR LOCATIONS FULLLITEODORS: DOOR SURFACES WITHIN IO' OF THE FLOCK, MEASURE VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE WIDTH OF THE DOOR PER ANSI 11 T.1 SECTION 494.2.8 ALL UNIT ENTRY MORE ON LEVEL 1 TO BE V-0• TALL ENSURE ALL ANSI TYPE IST UNIT INTERIOR ODORS TO PROVIDE A CLEAR WIDTH OF 31314' ENSURE ALL ANSI TYPE'W UNIT INTERIOR ODORS TO PROVIDE A CLEAR WIDTH OF 32'. IF NECESSARY, PROVIDE HINGES THAT DO NOT REDUCE THESE REWIRED DIMENSIONS HARDWARE BY OWNER A B C D E F G H ASKS-PROVIDE ELEVATOR OR "NOR PANEL PER -WINDCBV TO BE WITHING THE HRST 114 OF THE ELEVATOR OPENING COMMON DOOR ELEVATION TYPES CLOFHARDWARE _ WAFFUND BOTTOM STLE — — WIDTHWIDTH WIDTH F DOOR SCHEDULE - UNITS RE: SOARED Xc MMK LOGTIX! ELEVATION TYPE DOOR SIZE 01I TNtlrmu OOORTMTSRIAL FRAME TMTERML HIRE MTING NOTES 501 UNITENTRY LM 3'-0'x7V-0' 1318" WOW HM 20 MIN. SELFCLOSING 502 UNIT PATIOIBALWNY US 3'-0'x8'-0' 1318" FIBERGLASSIGLASS FIBERGLASS - 503 UNIT PATIOIBALWNY UC 96'x8'-0' T ANYUGLASS VINYL - BRONZE FRAME 504 UNIT EXLMECH. UD Z -0"x6'-8' 1314" FIBERGLASS WOOD - 505 UNIT BEDAIATH VE T -10"x6'-' 1316" WOOD WOOD - 506 UNIFLAUNDRY UE Z-'X&LIP 1316" WOOD WOOD _ — _L) 507 UNI -CLOSET UE Z6'x6'W 1010" WOOD WOOD - 500 UNITCOAT UE Z -0'x6'6" 1318" WOOD WOOD - 509 UNITMECH. UE Z4'x6'W 1318" WOW WOW - 510 UNITSTG UE 1'6'x6'6' 1310" WOW WOW - 511 UNIT LAUNDRY I UG 5'-0"x6'A' I 1316" I WOOD WOOD - 513 UNITCLOSET UG SR0Hx6'A" 1316" WOOD WOOD REJ 514 UNITCLOSET UH 6C0Hx6'A" 1316" WOOD WOOD US UNITCLOSET UH 5'-0"x6'A" 1316" WOOD WOOD 516 UNIT BEDROOM OF S-3'x6'A" 1316" WOOD WA DMB 517 UNRCLOSET UE 3'-0"x6'-" 1318" WOOD WOOD 518 UNIT BECASATH UE 3'-0"x6'-" 1318" WORD WOOD DOOR SCHEDULES 519 UNITEXT.MECH. UE Z -'x6'-" 1318" WORD WOOD 20 MIN. 520 UNRCLOSET OF 3'-1"x6'-" 1318" WORD WA CLOFHARDWARE _ WAFFUND BOTTOM STLE — — WIDTHWIDTH WIDTH F SCHEDULE RE: SOARED Xc RESCHEDULE community • planning aarchitecture 25M WAWUTSTREET DENVER, COLORADO ARMS xxw.bpM1enmm U) DOOR PANEL Z W MM � w OPENING / LL O 00 IO1 W w LCL( Q W Q T. /A� UA UB WIDTH WIDTH RE'. SCHEDULE REHCB�EDI 0 L T) . o a UC UD UNIT DOOR ELEVATION TYPES UE OF WIDTH WIDTH WIDTH F ,, ■ Xc RESCHEDULE community • planning aarchitecture 25M WAWUTSTREET DENVER, COLORADO ARMS xxw.bpM1enmm U) DOOR PANEL Z W MM OPENING / LL O 00 IO1 W w LCL( Q W Q T. /A� i — _ — _L) w — � OI1l1 =U W _ W x > W �M - ' ^ V ¢ { \ A G HN U N 037 4 n� �SFD ARC`F. 03.25.2021 UE OF WIDTH WIDTH UG UH 111 ,, ■ KEPHART community • planning aarchitecture 25M WAWUTSTREET DENVER, COLORADO ARMS xxw.bpM1enmm U) Z W MM 5\/ / LL O 00 IO1 W w LCL( Q W Q T. /A� i /w V! O Vl� OI1l1 =U W _ W 0 > W �M - ' ^ V M { 1f1 A �U HN U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Issue 1016.19 tW%CO NAM BEIRUT SUBMITTAL. 1 1223M REEUEI REJ B n O mre r DJV Pmgd Designer DMB b 08.28.2020 UG UH 111 ,, ■ KEPHART community • planning aarchitecture 25M WAWUTSTREET DENVER, COLORADO ARMS xxw.bpM1enmm U) Z W MM 5\/ / LL O 00 IO1 W w LCL( Q W Q T. /A� /w V! O Vl� OI1l1 =U W _ W 0 > W �M ' ^ V M N� L.L SOF CO4O U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Issue 1016.19 tW%CO NAM BEIRUT SUBMITTAL. 1 1223M REEUEI REJ B n O mre r DJV Pmgd Designer DMB b 08.28.2020 Job Number 218094 Direm By RB JT CT CExME By DMB TAIe DOOR SCHEDULES Shia Number A9-1.0 'COORDINATE WINDOW 'COORDINATEWINDOW ORIENTATION VACH ELEVATIONS ORIENTATION WITH ELEVATIONS WINDOW MARK TrO' HEM HEIGHT E- zQ fHEAD HEIGHT 5[ 1? i1 WINDOW MARK WINDOW ELEVATION TYPES D WINDOW SCHEDULE GENERAL NOTES ALL WALLS ARE 2x4 WOOD STUD U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. INTERIOR DOORS. 1. TO BE HELD C OFF ADJACENT TO HINGE SIDE FRAMING, 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6- ADJACENT TO HINGE SIDE FRAMING, U.NO. 3. ALL OTHER DOORS SHALL BE CENTERED ACCESSIBILITY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BRWGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -0.0-A7-7 2 FOR ALL BALCONY CONDITIONS SAFETY GLAZING REWIRED IN THE FOLLOWING LOCATIONS 1. AT INDIVIDUAL FIXED OR OPERABLE PANELS ADJACENT TO A DOORWHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. OR IN LOCATIONS THAT MEET ALL OF THE FOLLOWING CRITERIA: 1. INDIVIDUAL PANES WITH AN EXPOSED AREA GREATER THAN 9 SO. FT. 2. EXPOSED BOTTOM EWE IS LESS THAN 18 INCHES PROVE THE R -OI 3, EXPOSED TOP EDGE IS GREATER THAN So INCHES ABOVE THE FLOCK,AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 35INCHES HORIZONTALLY OF THE PANE OF GLASS. EXAMPLE: TOP EDGE> 36' — — — — — — — — BOTTOM EDGE � 19' nWALKING SURFACE 'COORDINATE WINDOW ORIENTATION WITH ELEVATIONS WINDOW SCHEDULE ,, MARK WINDGAISIZEBVx H) TYPE WINDOWNATBUAL LLVALUE SHGC NOTES A B'L"x8'4- FIXEMUDER VINYL 0.32 037 VINYLWINDOWW/LOW-EGIA23I BRONZE B 8'L"x5'4' OFFSETSLIDER VINYL 0.32 037 VINYL WINDOW WAOW-E GIAZING; BRONZE C VX5'-0' OFFSETSLIDER VINYL 0.32 0.37 VINYL WINDOW WAOW-E GIAZING; BRONZE D 8'DX"' OFFSEFSUDER VINYL 0.32 0.37 VINYL WINDOW W/ LOW£ BIASING: BRONZE E WX(I'-0' OFFSEFSUDER VINYL 0.32 0.37 VINYL WINDOW W/ LOW£ BIASING: BRONZE F ZLx4'-0' FLED VINYL 0.32 037 VINYL VVI HOOKY W/ LOW£ BIASING: BRONZE G ZLX6'-0' FIXED VINYL 0.32 037 VINYL WI HOOKY W/ LOW£ BIASING: BRONZE H TX5',0' FLED VINYL 0.32 0.37 VINYLWINCGVW W/ LOW E GUZING: BRONZE J V -Cr xi' -6' FIXED VINYL 0.32 037 VINYL WINDOW W/LOW -E GLAZING; BRONZE K VT xi' -6' FIXED VINYL 0.32 037 VINYL WINDOW W/LOW -E GLAZING; BRONZE L V -T x5'-0' FIXEDA. EMENT VINYL 032 037 LA VINYL WINDOW W/LOW-E GLAZING; BRONZE M V-Tx6-0' FIXEDA. EMENT VINYL 032 037 VINYL WINDOW W/LOW -E GLAZING BRONZE AN771 7'U"x6-0' FIXEDVINYL 037 4 �SFD ARC`F. 032 037 VINYL WINDOW W/LOW -E GLAZING: BRONZE O 7'-0"xi'-6' FIXED VINYL 1 032 1 037 1 VINYL WINDOW W/LOW -E GONG; BRONPIE P T' x5'-0' 51NGLEHVNG VINYL 032 037 VINYL WINDOW W/LOW -E GI BRONZE a T -0"x5'-0' I FIXED VINYL 1 032 1 037 VINYL WINDOW W/ LOW£ CA AZNG; BRONZE D WINDOW SCHEDULE GENERAL NOTES ALL WALLS ARE 2x4 WOOD STUD U.N.O. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE OF STUDS UNLESS OTHERWISE INDICATED ON THE PLANS. INTERIOR DOORS. 1. TO BE HELD C OFF ADJACENT TO HINGE SIDE FRAMING, 2. EXTERIOR AND CORRIDOR WALLS TO BE HELD OFF 6- ADJACENT TO HINGE SIDE FRAMING, U.NO. 3. ALL OTHER DOORS SHALL BE CENTERED ACCESSIBILITY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE ACCESSIBILITY DESIGN SHALL BE BRWGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. SEE INTERIOR DRAWINGS FOR ALL FINISH MATERIALS SEE DETAILS A7 -0.0-A7-7 2 FOR ALL BALCONY CONDITIONS SAFETY GLAZING REWIRED IN THE FOLLOWING LOCATIONS 1. AT INDIVIDUAL FIXED OR OPERABLE PANELS ADJACENT TO A DOORWHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. OR IN LOCATIONS THAT MEET ALL OF THE FOLLOWING CRITERIA: 1. INDIVIDUAL PANES WITH AN EXPOSED AREA GREATER THAN 9 SO. FT. 2. EXPOSED BOTTOM EWE IS LESS THAN 18 INCHES PROVE THE R -OI 3, EXPOSED TOP EDGE IS GREATER THAN So INCHES ABOVE THE FLOCK,AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 35INCHES HORIZONTALLY OF THE PANE OF GLASS. EXAMPLE: TOP EDGE> 36' — — — — — — — — BOTTOM EDGE � 19' nWALKING SURFACE 'COORDINATE WINDOW ORIENTATION WITH ELEVATIONS ^o, x U K a 0 U 111 ,, ■ KEPHART community • planning •archilemre 25M WALNUT STREET DENVER, COLORADO PoMS xx mmM1enmm U) Z W M M -100 0 .jO Q F- LU w LCL( W Q= /w� V l l�^ V/ OOw =U 2 W 0> W �ci ' ^ V M SOF CO4O U N 037 4 �SFD ARC`F. 03.25.2021 No. Me IPaoa 10.16.10 100%CO WAS) PERM UBMRTAL � r a, in D mre r DJV Pmgd Designer DMB m 08.28.2020 Job Number 218094 Emwen By RB JT CT cn5 5e ay DMB Title WINDOW SCHEDULE Sneer Nem6er A9-2.0 ^o, x U K a 0 U 2• 2'S, 2, 2•E, 21 2-5m 2'• ii ii ii 11 SF4D 20 1/4" _ l,_0•, FOURTH FLOOR STOREFRONT "m 3'-0• 3'-2" T-2" SF1 N 14 114" FIRST FLOOR STOREFRONT FIRST FLOOR STOREFRONT STOREFRONT SCHEDULE 3'-0' Y-2" 2'42" WIdM1xINgM 6'D"x6'-0' DESCRIPTKM! SFOW 5'SxT-2• ALUMINUM STOREFRONT WI LOW£ G4➢NG TO MEET ENERGY REQUIREMENTS BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT :PANDER COATED 2• 2.6• 2• 2.6• 2• 3.0• 2• SHE 8'a"x8'-2' ALUMINUM STOREFRONT WI LOIN -E GLAZING TO MEET ENERGY REQUIREMENTS SF1G 8'a"x8'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF1H 8'a"x6-0' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF11A H -0"x6'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF1J 0'-0"x6'-0- I? SI III 119 SF1L 8'-0"x2'-0- ALUMINUM STOREFRONT WILOW-E GWJNG TO MEET ENERGY REQUIREMENTS SI 19TWx8'-2' ALUMINUM STOREFRONT WILOW£ GLfJJNG TO MEET ENERGY REQUIREMENTS m 13'-0"x8'-2' ALUMINUM STOREFRONT WILOW£ GLfJJNG TO MEET ENERGY REQUIREMENTS SF10 ITS x8'2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SFIP 8'-0"x8'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF11B 6'-0"x8'-2' (T) (T) 6'-0"x8'-2' BOD: DIRTT REUIUNEAR FRAMED GLASS STOREFRONT; POWDER COATED BFtID x8'Q' BOD: DIRTT REUIUNEAR FRAMED GLASS STOREFRONT; POWDER COATED SF11E 3'-21/2'x8'-2' BOD: DIRTT RECTILINEAR FRAMED GI STOREFRONT; POWDER COATED SF11F 1Y -0"x8'-0' I BOD: DIRTT RECTILINEAR FRAMED GI STOREFRONT; POWDER COATED SF11G 1 91 1 BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POWDER COATED SF11H 1 6'-0"x8'-2' 1 BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; PONDER COATED W o> ' ^ V (T) 9 SOF CO4O 0 N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Issue 10.16.19 too%CO NAM PERMIT FIRST FLOOR STOREFRONT f7CI8Q0y SF1M 13 1/4• = 11.0" IF r ABISUB FUR STOREFRONT SCHEDULE MARK WIdM1xINgM 6'D"x6'-0' DESCRIPTKM! SFOW 5'SxT-2• ALUMINUM STOREFRONT WI LOW£ G4➢NG TO MEET ENERGY REQUIREMENTS BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT :PANDER COATED 2• 2.6• 2• 2.6• 2• 3.0• 2• SHE 8'a"x8'-2' ALUMINUM STOREFRONT WI LOIN -E GLAZING TO MEET ENERGY REQUIREMENTS SF1G 8'a"x8'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF1H 8'a"x6-0' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF11A H -0"x6'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF1J 0'-0"x6'-0- I? SI III 119 SF1L 8'-0"x2'-0- ALUMINUM STOREFRONT WILOW-E GWJNG TO MEET ENERGY REQUIREMENTS SI 19TWx8'-2' ALUMINUM STOREFRONT WILOW£ GLfJJNG TO MEET ENERGY REQUIREMENTS (T) 13'-0"x8'-2' ALUMINUM STOREFRONT WILOW£ GLfJJNG TO MEET ENERGY REQUIREMENTS SF10 ITS x8'2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SFIP 8'-0"x8'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF11B 6'-0"x8'-2' (T) SF110 6'-0"x8'-2' BOD: DIRTT REUIUNEAR FRAMED GLASS STOREFRONT; POWDER COATED BFtID x8'Q' BOD: DIRTT REUIUNEAR FRAMED GLASS STOREFRONT; POWDER COATED SF11E 3'-21/2'x8'-2' BOD: DIRTT RECTILINEAR FRAMED GI STOREFRONT; POWDER COATED SF11F 1Y -0"x8'-0' I BOD: DIRTT RECTILINEAR FRAMED GI STOREFRONT; POWDER COATED SF11G f7CI8Q0y SF1M 13 1/4• = 11.0" IF r ABISUB FUR SF,A STOREFRONT SCHEDULE MARK WIdM1xINgM 6'D"x6'-0' DESCRIPTKM! SFOW 5'SxT-2• ALUMINUM STOREFRONT WI LOW£ G4➢NG TO MEET ENERGY REQUIREMENTS BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT :PANDER COATED 2• 2.6• 2• 2.6• 2• 3.0• 2• SHE 8'a"x8'-2' ALUMINUM STOREFRONT WI LOIN -E GLAZING TO MEET ENERGY REQUIREMENTS SF1G 8'a"x8'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF,A STOREFRONT SCHEDULE MARK WIdM1xINgM 6'D"x6'-0' DESCRIPTKM! SFOW 5'SxT-2• ALUMINUM STOREFRONT WI LOW£ G4➢NG TO MEET ENERGY REQUIREMENTS BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT :PANDER COATED BASEMENT ALUMINUM STOREFRONT W/LGW-E GLAZING TO MEET ENERGY REQUIREMENTS SF,A 9D"x6'-2' ALUMINUM STOREFRONT WI LOW£ G4➢NG TO MEET ENERGY REQUIREMFfQS SF,O 6'D"x6'-0' ALUMINUM STOREFRONT WI LOW£ G4➢NG TO MEET ENERGY REQUIREMENTS SI 6'D"x6'-0' ALUMINUM STOREFRONT WI LOW£ G4➢NG TO MEET ENERGY REQUIREMENTS $Flo 6'L"x6'-0' ALUMINUM STOREFRONT W/LGW-E GLAZING TO MEET ENERGY REQUIREMENTS SHE TO"x6+0' ALUMINUM STOREFRONT WI LOW£ GLAZING TO MEET ENERGY REQUIREMENTS SHE 8'a"x8'-2' ALUMINUM STOREFRONT WI LOIN -E GLAZING TO MEET ENERGY REQUIREMENTS SF1G 8'a"x8'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF1H 8'a"x6-0' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF11A H -0"x6'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF1J 0'-0"x6'-0- ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SI III ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF1L 8'-0"x2'-0- ALUMINUM STOREFRONT WILOW-E GWJNG TO MEET ENERGY REQUIREMENTS SI 19TWx8'-2' ALUMINUM STOREFRONT WILOW£ GLfJJNG TO MEET ENERGY REQUIREMENTS SF1N 13'-0"x8'-2' ALUMINUM STOREFRONT WILOW£ GLfJJNG TO MEET ENERGY REQUIREMENTS SF10 ITS x8'2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SFIP 8'-0"x8'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF11B 6'-0"x8'-2' BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POWDER COATED SF110 6'-0"x8'-2' BOD: DIRTT REUIUNEAR FRAMED GLASS STOREFRONT; POWDER COATED BFtID x8'Q' BOD: DIRTT REUIUNEAR FRAMED GLASS STOREFRONT; POWDER COATED SF11E 3'-21/2'x8'-2' BOD: DIRTT RECTILINEAR FRAMED GI STOREFRONT; POWDER COATED SF11F 1Y -0"x8'-0' I BOD: DIRTT RECTILINEAR FRAMED GI STOREFRONT; POWDER COATED SF11G 1 91 1 BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POWDER COATED SF11H 1 6'-0"x8'-2' 1 BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; PONDER COATED ST 8'L"x8'-0' ALUMINUM STOREFRONTW/LOW£ GLAZNG TO MEET ENERGY REQUIREMFfQS SF4O 9L"x6'-0' ALUMINUMSTOREFRONT WI LOW£JI TO MEET ENERGY REQUIREMENTS SF40 I B'L"x6'-0' I ALUMINUM SIOREFRONTW/LOW£ GLAZNG TO MEET ENERGY REQUIREMENTS SF41A I 1YL"x8'-0' I BOD: DIRTT RECTILINEAR FRAMED GLAS3 STOREFRONT: PONDER COATED -- 2- a-9. 2. 1.8. 2,. SF4B SF4A 18 114"=„_0., 17 ,/4••_11.0” n FIRST FLOOR STOREFRONT 6.0 6 0" Ll N N N T.O. BIAB/SUB FLR TO. SLABISUB FLR T.O. SLABISUB FUR TO. SLA&BUB FUR B,, aw• It SF1 L 11 SF1 K 10 SF1-0 9 SF1 H 8 S F 1 G 12 114N _ 11-01, &BUB FUR t t/4P-21Ht tl4' 3'-0' 1114' w m w (T) � 003 0 (T) Q (T) i b SF01A 1 114' IF I,_D„ BASEMENT STOREFRONT STOREFRONT PANEL SCHEDULE PANEL MMK DESCRIPTION(P) ,, TRANSLUCENTPANEL (T) TEMPERED GLAZING FIRST FLOOR STOREFRONT 6.0 6 0" Ll N N N T.O. BIAB/SUB FLR TO. SLABISUB FLR T.O. SLABISUB FUR TO. SLA&BUB FUR B,, aw• It SF1 L 11 SF1 K 10 SF1-0 9 SF1 H 8 S F 1 G 12 114N _ 11-01, &BUB FUR t t/4P-21Ht tl4' 3'-0' 1114' w m w (T) � 003 0 (T) Q (T) i b SF01A 1 114' IF I,_D„ BASEMENT STOREFRONT 111 ,, ■ KEPHART community • planning aarchitecture 2555 WAWUTSTREET DENVER, COLORADO III xxw.bpM1enmm U) Z W MM 5\/ ^ LL O 00 .jO F- wap/ LU LL Q W Q= /w� V! l� V! OOw =U W o> ' ^ V M SOF CO4O 0 N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Issue 10.16.19 too%CO NAM PERMIT SUBMNTAL 1 121320 R ER FEJ B n O MP DJV Pmgd Designer DMB Date 08.28.2020 Job Number 218094 Drawn By RB JT CT CIIxME By DMB rae STOREFRONT ELEVATIONS Sheet N.imoer A9=10 11H' 3'-0' 11 EQ EQ 1 114" 3'-0' 1 114" 3'-01/4" 1 1/t 6'-0"x6'-0' lEDGLASST SEMS (T) a w Q BOD: DIRTf RECTILINE4RFMMED GIA585TOREFRONT;PONDERCMTED BASEMENT ALUMINUM STOREFRONT W/LGW-E GLAZING TO MEET ENERGY REQUIREMENTS e TO"x6+0' 11] (T) (T) l (T) SF1G 1 ALUMINUM STOREFRONT WI LOW -E GIAZING TO MEET ENERGY REQUIREMENTS ( t2-) (T• ) H -0"x8'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS 8 SF11H SF11G NEED FIRST FLOOR INTERIOR STOREFRONT S STOREFRONT SCHEDULE 1 114" 3'-0' 1 114" 3'-01/4" 1 1/t 6'-0"x6'-0' lEDGLASST SEMS 5'Sxi'-2' a w Q BOD: DIRTf RECTILINE4RFMMED GIA585TOREFRONT;PONDERCMTED BASEMENT ALUMINUM STOREFRONT W/LGW-E GLAZING TO MEET ENERGY REQUIREMENTS (T) TO"x6+0' ALUMINUM STOREFRONT WI LOW£ GLAZING TO MEET ENERGY REQUIREMENTS SHE l ALUMINUM STOREFRONT WI LOW -E GIAZING TO MEET ENERGY REQUIREMENTS SF1G 1 ALUMINUM STOREFRONT WI LOW -E GIAZING TO MEET ENERGY REQUIREMENTS ( ''T) (T• ) H -0"x8'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF1J IPa ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REOUIREMENTS SFiK T,Vx6'-0- (T) SF1L 8'-0"x2'-0' ALUMINUM STOREFRONT WI LOW -EGL NG TO MEET ENERGY REQUIREMENTS END t0' -0"x8'-2' ALUMINUM STOREFRONT WILOW£ GIADNG TO MEET ENERGY REQUIREMENTS 11fi 13'-0"x8'-2' ALUMINUM STOREFRONT WILOW£ GIADNG TO MEET ENERGY REQUIREMENTS SF10 ITS x8'2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SFIP 8L0 x8'-2' (T) (T) 6'-0"x8'-2' BDD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POWDER COATED SFIIC 6'-0"x8'-2' BDD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POWDER COATED BFtID x8'Q' BDD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POWDER COATED SF11E 3'-21/2'x8'-2' BOD: DIRTT RECTILINEAR FRAMED GL,SS STOREFRONT; POWDER COATED (T) 1Y -0"x8'-0' I BOD: DIRTT RECTILINEAR FRAMED GL,SS STOREFRONT; POWDER COATED SF11G 1 9-0"x8'-2' 1 BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POWDER COATED SF11H 1 6'-0"x8'-2' 1 BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POA/DER COATED 8 SF11H SF11G NEED FIRST FLOOR INTERIOR STOREFRONT S v4' STOREFRONT SCHEDULE 11/4 2@12 dl1W 8'U" 11/4' 2@10 6'-0"x6'-0' lEDGLASST SEMS 5'Sxi'-2' a w Q BOD: DIRTf RECTILINE4RFMMED GIA585TOREFRONT;PONDERCMTED BASEMENT ALUMINUM STOREFRONT W/LGW-E GLAZING TO MEET ENERGY REQUIREMENTS 112 TO"x6+0' ALUMINUM STOREFRONT WI LOW£ GLAZING TO MEET ENERGY REQUIREMENTS SHE l ALUMINUM STOREFRONT WI LOW -E GIAZING TO MEET ENERGY REQUIREMENTS SF1G 1 ALUMINUM STOREFRONT WI LOW -E GIAZING TO MEET ENERGY REQUIREMENTS ( ''T) (T• ) H -0"x8'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF1J IPa ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REOUIREMENTS SFiK T,Vx6'-0- ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF1L 8'-0"x2'-0' ALUMINUM STOREFRONT WI LOW -EGL NG TO MEET ENERGY REQUIREMENTS END t0' -0"x8'-2' ALUMINUM STOREFRONT WILOW£ GIADNG TO MEET ENERGY REQUIREMENTS v4' SHA STOREFRONT SCHEDULE MARK WlYhXT-gM 6'-0"x6'-0' lEDGLASST SEMS 5'Sxi'-2' ALUMINUM STOREFRONT W/LOW£ G4➢NG TO MEET ENERGY REQUIREMENTS BOD: DIRTf RECTILINE4RFMMED GIA585TOREFRONT;PONDERCMTED BASEMENT ALUMINUM STOREFRONT W/LGW-E GLAZING TO MEET ENERGY REQUIREMENTS SHA 9-0"x6'-2' ALUMINUM STOREFRONT W/LOW£ GLAENG TO MEET ENERGY REQUIREMEfQS SF16 6'-0"x6'-0' ALUMINUM STOREFRONT W/LOW£ GLAENG TO MEET ENERGY REQUIREMENTS SHC 6'-0"x6'-0' ALUMINUM STOREFRONT W/LOW£ G4➢NG TO MEET ENERGY REQUIREMENTS $Flo 6'-0"x6'-0' ALUMINUM STOREFRONT W/LGW-E GLAZING TO MEET ENERGY REQUIREMENTS SHE TO"x6+0' ALUMINUM STOREFRONT WI LOW£ GLAZING TO MEET ENERGY REQUIREMENTS SHE 8'a"x8'-2 ALUMINUM STOREFRONT WI LOW -E GIAZING TO MEET ENERGY REQUIREMENTS SF1G 8'a"x8'-2 ALUMINUM STOREFRONT WI LOW -E GIAZING TO MEET ENERGY REQUIREMENTS SF1H 8'a"x6-0' ALUMINUM STOREFRONT WI LOW -E GLw2wG TO MEET ENERGY REQUIREMENTS SF11A H -0"x8'-2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF1J 6'-0"x6'-0- ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REOUIREMENTS SFiK T,Vx6'-0- ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SF1L 8'-0"x2'-0' ALUMINUM STOREFRONT WI LOW -EGL NG TO MEET ENERGY REQUIREMENTS END t0' -0"x8'-2' ALUMINUM STOREFRONT WILOW£ GIADNG TO MEET ENERGY REQUIREMENTS SF1N 13'-0"x8'-2' ALUMINUM STOREFRONT WILOW£ GIADNG TO MEET ENERGY REQUIREMENTS SF10 ITS x8'2' ALUMINUM STOREFRONT WI LOW -E GLAZING TO MEET ENERGY REQUIREMENTS SFIP 8L0 x8'-2' ALUMINUM STOREFRONT WI LOW -E GIPZING TO MEET ENERGY REQUIREMENTS SF11B 6'-0"x8'-2' BDD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POWDER COATED SFIIC 6'-0"x8'-2' BDD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POWDER COATED BFtID x8'Q' BDD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POWDER COATED SF11E 3'-21/2'x8'-2' BOD: DIRTT RECTILINEAR FRAMED GL,SS STOREFRONT; POWDER COATED SF11F 1Y -0"x8'-0' I BOD: DIRTT RECTILINEAR FRAMED GL,SS STOREFRONT; POWDER COATED SF11G 1 9-0"x8'-2' 1 BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POWDER COATED SF11H 1 6'-0"x8'-2' 1 BOD: DIRTT RECTILINEAR FRAMED GLASS STOREFRONT; POA/DER COATED S 8'-0"x8'-0' ALUMINUM STOREFRONTW/LOW£ GLAENG TO MEET ENERGY REQUIREMEfQS SF46 T 9-0"x6'-0' ALUMINUMSTOREFRONT W/LOW£ G4ZING TO MEET ENERGY REQUIREMENTS SF40 I 6'-0"x8'-0' I ALUMINUM SIOREFRONTW/LOW£ GLAENG TO MEET ENERGY REQUIREMENTS SF41A I 12-0"x8'-0' I BOD: DIRTT RECTILINEAR FRVWED GLAS3 STOREFRONT: PONDER COATED LEVEL4 12• l SF41A 12 114"= 1,_0•• 19. FOURTH FLOOR INTERIOR STOREFRONT 64- 9-0' STOREFRONT PANEL SCHEDULE PANEL MMK 1114' a•-0^ 119-T-0114-1114 TRANSLUCENTPANEL (T) TEMPERED GLAZING community • planning • architecture 2.1'-22- 640' (T) C 103 (T) (T) O (T) Q ii 0 E— �� 7 55 M LL00 102 12• l SF41A 12 114"= 1,_0•• 19. FOURTH FLOOR INTERIOR STOREFRONT 64- 9-0' STOREFRONT PANEL SCHEDULE PANEL MMK DESCRIPTION IPI TRANSLUCENTPANEL (T) TEMPERED GLAZING 12• l SF41A 12 114"= 1,_0•• 19. FOURTH FLOOR INTERIOR STOREFRONT 64- 9-0' SF11F C SF11E SF1ID SF11C SF11B SF11A 11�6 1/4„ w;11-0" 1/4'• = 1'-0" 4 1/4' =11-01, 3 114" = 1,_0„ 2 114" = 1, 1 1/4' = 1,_0„ 111 11H' 3'4' 11N' 3'-01/4' 11/4' H community • planning • architecture 2.1'-22- 640' 2-1' 2"2" Z O 1n1 ii ii E— �� 7 55 M LL00 102 (T) Tl Q .jO (T) b a LU Q Q F� QQ w Q= LU w� SF11F C SF11E SF1ID SF11C SF11B SF11A 11�6 1/4„ w;11-0" 1/4'• = 1'-0" 4 1/4' =11-01, 3 114" = 1,_0„ 2 114" = 1, 1 1/4' = 1,_0„ 111 ,, 111 KEPHART H community • planning • architecture 2.1'-22- 640' 2-1' 2"2" Z 1n1 ii ii E— �� 7 55 SF11F C SF11E SF1ID SF11C SF11B SF11A 11�6 1/4„ w;11-0" 1/4'• = 1'-0" 4 1/4' =11-01, 3 114" = 1,_0„ 2 114" = 1, 1 1/4' = 1,_0„ 111 ,, 111 KEPHART H community • planning • architecture 25M WAWUTSTREET DENVER, COLORADO MIMS xxw.bpM1enmm U) Z 1n1 W MM E— —j 55 M LL00 O (T) Tl .jO b a LU p Q F� QQ SF11F C SF11E SF1ID SF11C SF11B SF11A 11�6 1/4„ w;11-0" 1/4'• = 1'-0" 4 1/4' =11-01, 3 114" = 1,_0„ 2 114" = 1, 1 1/4' = 1,_0„ 111 ,, 111 KEPHART community • planning • architecture 25M WAWUTSTREET DENVER, COLORADO MIMS xxw.bpM1enmm U) Z W MM \/ 55 M LL00 O .jO F- w LU p Q F� QQ w Q= LU w� C0� �V) OOw =U 2 W 0> W �ci ' ^ V M N� L.L SOF C040 U N 037 4 n� �SFD ARC`F. 03.25.2021 No. Data Isaua 10,18.10 too%CO NAM Ea u6MInK MM / 9 n O mg DJV Amba Assigner DMB Date 08.28.2020 Job Number 218094 Deveri By RB JT CT C11xME By DMB Tnle STOREFRONT ELEVATIONS sneer Ne Mier A9 -3x1 RIDGE HOUSE APARTMENTS RIDGE HOUSE APARTMENTS, LLLP 4331 VANCE ST, WHEAT RIDGE, CO 80033 VOL. 2 HUD #101 -32018 Reviewed for zoning Compliance by the u. City of Wheat Ridge Planning Division --�� APPROVED i2 or �q/ ' � DATE: JUIy S, 2021 COMMENTS: Approved with conditions Der redlines Owner/Contractor is responsible for locating property lines and constmctin improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. All landscaping and open space shall be in conformance with Section 26-50: and Section 26-1110 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All lighting shall be in conformance with Section 26-503 and Section 26-1114 of the Zoning and Development Code with fixtures fully shielded sc that the source of the illumination is not visible from adjacent properties and streets. Site signage will require separate permits All site improvements shall comply with approved Case No. WS -19-03. Reviewed by the City of Wheat Ridge Engineering Division APPROVED Jordan Jefferies By: DATE: 1/27/2022 COMMENTS: A grading Dartl is required prior to CO. N VICINITY MAP RIDGE HOUSE APARTMENTS, LLLP SHAW CONSTRUCTION, LLC TYLER DOWNS PAT HIGGINS 1801 BROADWAY, SIE 1175 3001KALAMATHSTREET DENVER GO 80202 DENVER, CO SM23 720-420-1550 3030254740 103.941 SF 35.45°/ PATIORALCONY 8.839SF 3.02% RENTABLE 128.190SF 43.77% RENTABLE STORAGE 2,676 BE 0.91% GRANDTOTAL 292,0483E 100.0094 y CWERED M= ELECTRIC VEHICUF 4 CO (2) ROUGHED FOR FUTURE STANDARD 29 COVERED WSMa" i3 4 1 COVERED (2) ROUGHED FOR FUTURE STANDARD 1 32 ICOVERED d[A0.0 LEVEL 3: 36 36 Out O= LLQ U Goi i., n Luka LU Wim= Co c�Co of CO(Op 9Q 0 N ti 037 nF 4 �SFD ARG /E No. Date Issue again ittwitirm. 1 122.M RE30BM1 I S� 4 wJ_• mg DJV Pmgd Designer DMB b 08.28.2020 Job Number 218094 W4rtN MS RB JT CT CIIxME By DMB Us gg 11bmler A0-0.0 I 1 U ,• ggWh Y VJS n -. MSIT Lakesi rown MID yh G wits $ N >: F W38THM'E r RP Itl N e R„ek1r.11,. In 13ptRin try / S' W311,D 4YE a A ll Ipq P:; „�. � IIID ., l�lllllllllllllllllllll r II I I 5�3*flsh rr l R � k_ PROJECT TEAM: OWNER GENERAL CONTRACTOR RIDGE HOUSE APARTMENTS, LLLP SHAW CONSTRUCTION, LLC TYLER DOWNS PAT HIGGINS 1801 BROADWAY, SIE 1175 3001KALAMATHSTREET DENVER GO 80202 DENVER, CO SM23 720-420-1550 3030254740 CONSULTANT TEAM: CML REDLAND CONSULTANT GROUP, INC TRAVIS FRAZIER 15M WEST CANAL COURT LITTLETON, CO W 120 720.2836793 KLOK GROUP, LLC DAMIAN SMITH 87112TH STREET (P.O. BOX 914) GOLDEN, GO 80401 (80402) 720398-2410 SOILS TERRACON CONSULTANTS, INC SCOTT WERS 10625 W. INTERSTATE 70 FRONTAGE RD #3 WHEAT RIDGE, CO 80033 303423-3300 LANDSCAPE REDLAND CONSULTANT GROUP, INC SUSAN WADE 1 ad WEST CANAL COURT LITTLETON, CO 80120 7202838783 INTERIORS STUDIO SIX 5 SHAUNAREVO 011 BARTON SPRINGS RD. SUITE SM AUSTIN, TX 78704 512476-6501 ACOUSTICAL GEILER 8 ASSOCIATES, LLC JEFF GEILER 12355 E. CORNELL AVE. AURORA, CO W014 303756710) ARCHITECT KEPHART DOUG VAN LERBERGHE 2555 WALNUT ST. DENVER, 00 W205 303-832-4474 ANCHOR ENGINEERING ERIC HANSON 253517TH STREET DENVER, CO W211 3034834497 LOW VOLTAGE EVERBASE CONSULTING SOLUTIONS CLAYTON SPENCER 14 IWERNEW DRIVE, SUITE 201 DENVER, CO 7211-9304775 BUILDING AREA BREAKDOWN DESCRIPTION QJA1fll TYPE I NOTES AREATYPE AREA % CIRCULATIOWTi4CKOFHWSE 38.332 SF 13.87% CLUBHOUSFJAMENITY 10.870 SF 3.71% GARAGE 103.941 SF 35.45°/ PATIORALCONY 8.839SF 3.02% RENTABLE 128.190SF 43.77% RENTABLE STORAGE 2,676 BE 0.91% GRANDTOTAL 292,0483E 100.0094 PARKING SCHEDULE DESCRIPTION QJA1fll TYPE I NOTES COVERED BASEMENT ELECTRIC VEHICLE 1 4 COVERED 2 ROUGHED FOR FUTURE STANDARD 32 COVERED I— BASEMENT 36 36 LEVEL ACCESSIBLE? OPEN COVERED PARALLEL 15 ELECTRIC VEHICLE 4 COVE RED IZ ROUGHED FOR FUTURE STANOAm ze cWt HED LEVEL 1: 34 34 LEVEL ACCESSIBLE 3 CWERED M= ELECTRIC VEHICUF 4 CO (2) ROUGHED FOR FUTURE STANDARD 29 COVERED LEVEL2: 36 36 LEVEL EMCTRIO VEHICLE 4 1 COVERED (2) ROUGHED FOR FUTURE STANDARD 1 32 ICOVERED C , LEVEL 3: 36 36 Y PARKING SCHEDULE DESCRIPr10N jobibrinnintlTYPE NOIEB LEVEL ELECTRIC VEHICLE 1 4 COVERED 2 RWMEDFORFUNRE STANDARD 28 COVERED I— LENEL< 33 33 COVERED 175 OPEN LEVEL PDA VPN 1 OPEN LU PARALLEL 15 OPEN STANDARD 3 OPEN L '19 19 LEVEL 5 ELECTRIC VEHICLE[:::4 OPEN (2) ROUGHED FOR FUTURE STANDARD 35 OPEN LEVELS 39 S9 OWN 58 GRAND TOTAL: 233 233 DRAWINGS CONFORM TO REQUIRMENTS OF NBGS 2012 LEVEL SILVER nr �Wh4:atI�dge D 'REVIEWED FOR CODE COMPLIANCE' These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local codes, ordinances or amendments thereto. Plan Reviewer 104oney Date 01/27/2022 PROJECT UNIT MATRIX - LEASABLE UNIT TOTAL TOTAL UNIT LEASABLE PROJECT LEASABLE OVERALL AVERAGE MIT UNITTYPE I AREAISM UNRS AREAIBn UNIT MX UNUM PROJECT UNIT MATRIX - HUD 111 11.1; ■ KEPHART community • planning aarchitecture 25MWAWUTSTREET DENVER, c0U)R400 MAS .w.�.mNwnmm U) I— Z LU M O d 00 �.jO QzcDOD LU Q sr— l< C V Q Q sr— a. C , w Q Out O= LLQ U 20> LU Wim= Co c�Co of CO(Op 9Q 0 N ti 037 nF 4 �SFD ARG 03.25.2021 No. Date Issue again ittwitirm. 1 122.M RE30BM1 110RNERREV S� 4 mg DJV Pmgd Designer DMB b 08.28.2020 Job Number 218094 Drusir By RB JT CT CIIxME By DMB Us COVER SHEET 11bmler A0-0.0 I SHEET INDEX Vol. 2 SHEET INDEX Vol. 2 91EEf NAME �' $ Li SHEET NAME $ a q� GENERAL X -103.4 THIRD FLOOR FINISH PLAN, AREA -A' X ADLO COVER SHEET X X AD -1.2 SHEET INDE%Val.2 X I X GENERAL:2 STRUCTURAL LEVEL 1 PLUMBING PLAN-AREAD % X SOUSA GENERAL NOTES % X 804)1 GENERALNOTES&SCHEDUIES X X 5002 SCHEDULES& TYPICAL DETAILS x X 660.3 TYPICAL DETAILS x X 560.4 TYPICAL SECTIONS x x 660.5 FRAMING SCHEDULES x X S160 UPPER FOUNDATION PIAN-AREAA x X S1411 UPPER FOUNDATION PLAIN - AREA B X X S1-02 LOWER FOUNDATION PLAIN - AREA C X X S1403 UPPER FOUNDATION PLAN - AREA C X X 51-04 UPPER FOUNDATION PLANFAREA O X X 51-10 UPPER TENDON LAYOUT PLAIN -AREA A X X SLAA UPPER TENDON LAYOUT PLAN-AREAB X X S1-1.2 LOWER TENDON LAYOUT PLAN -AREAL X X S1-1.3 UPPER TENDON LAYOUT PLAN -AREA C X X SIAA UPPER TENDON LAYOUT PLAN -AREA D X X S1-20 FOUNDATION SECTIONS X X S1-21 FOUNDATION SECTIONS X X SZ0.0 FIRST FLOOR FRAMING PLAN-AREAB X X SZOA FIRST FLOOR FRAMING PLAN -AREAC X X 530.0 SECOND FLOOR FRAMING PLAN -AREAA X X 5301 SECOND FLOOR FRAMING PLAN AREA B % X 5302 SECOND FLOOR FRAMING PLAN MEAD % X 530.3 SECOND FLOOR FRAMING PLAN MEAD % X S4-00 THIRDFLOCRFRAMINGPIAN-AREAA % X S4-0] THIRDFLOCHFFAMINSPLAN-AREAB % X S4-02 THIRD FLOOR FRAMING PLAN-AREAC x X S40S THIRD FLOOR FRAMING PIAN-AREAD x X 654SS FOURTH FLOOR FRAMING PLAN-AREAA x X 650.1 FOURTH FLOOR FRAMING PLAN-AREAB x X 650.2 FOURTH FLOOR FRAMING PLAINAHEADx X X 55-0.3 FOURTH FLOOR FRAMING PLAIN - AREA D X x S6-0.0 ROOF FRAMING PLAIN - AREA A X x S6-0.1 ROOF FRAMING PLAN-AREAB X x S6-0.2 ROOF FRAMING PLAN-AREAC X x S6-0.3 ROOF FRAMING PLAN -AREAD X X 57-0.0 FLOOR FRAMING SECTIONS X X 57-0.1 FLOOR FRAMING SECTIONS X X 57-0.2 FLOOR FRAMING SECTIONS X X SS00 ROOF FRAMING SECTIONS X X Sa GI ROOF FRAMING SECTIONS X X SGOLO GENERAL NOTES X X SGOL.1 SCHEDULES It TYPICAL SECTIONS X X SG140.0 GARAGE FOUNDATION PLAN X X SGA -1.0 GARAGE LEVEL 1 PLAN X X SG1-11 GARAGE LEVEL 2 PLAN % X SG1-12 GARAGE LEVEL 3 PLN % X SG1-1.3 GARAGE LEVEL 4 PLAN % X SG1-1A GARAGE LEVEL 5 PLAN X X SG1-1.5 LOAD PUN X X SG24LD GARAGE PRECAST SECTIONS x X SG261 GARAGE PRECAST SECTIONS X X SG2-10 GARAGE PRECAST SECTIONS x X STRUCTURA'. MECHANICAL 53 X E2-11 MAT 0 MECHANICAL LEGEND & ABBREMATONS X x MAT MECHANICAL DETAILS X x MAD 2 MECHANICAL SCHEDULES X x MOD3 MECHANICAL SCHEDULES X X MDOA MECHANICAL COMCHECK X X MIALI OVERALL BASEMENT MECHANICAL PLM X X MI ENLARGED BASEMENT GARAGE PLAN X X Mi -0.313 ENLARGED BASEMENT PLAN -AREA B X X Mi -0.3C ENLARGED BASEMENT PLAN-AREAC X X M2-1.1 OVERALL LEVEL 1 MECHANICAL PLAN X X M2 -1.3A ENLARGED LEVEL i MECHANICAL PUNAREA A X X M2-1.313 ENLARGED LEVEL 1 MECHANICAL PUNAREA B X X M2A.3C ENLARGED LEVEL 1 MECHANICAL PUWARE4 C % X M2-1.31) ENLARGED LEVEL 1 MECHANICAL PUWARE4 D % X M2-2.1 OVERALLEVEL21MED11MICAPUN % X M2-2.34 ENLARGED LEVEL 2 MECHANICAL PUWAROI % X M2-2.313 ENLARGED LEVEL 2 MECHANICAL PUN-AREAB X X M2 -23C ENLARGED LEVEL 2 MECHANICAL PLAN AREA C x X 142-231) ENLARGED LEVEL 2 MECHANICAL PLAIN AREA D x X 142-31 OVERALL LEVEL 3 MECHANICAL PLAN x X M2 -33A ENLARGED LEVEL 3 MECHANICAL PLAIN AREA A x X W-338 ENLARGED LEVEL 3 MECHANICAL PLAIN AREA B x X M2J SO ENLARGED LEVEL 3 MECHANICAL PUN.AREA C X x M2J 3D ENLARGED LEVEL 3 MECHANICAL PUN.AREA D X x M2-01 OVERALL LEVEL 4 MECHANICAL PLAN X x M2 -03A ENLARGED LEVEL 4 MECHANICAL PLAIN -AREA A X x M2 -0.3B ENLARGED LEVEL 4 MECHANICAL PLAIN -AREA B X X M24.3C ENLARGED LEVEL 4 MECHANICAL PLAIN -AREA C X X M24.3D ENLARGED LEVEL 4 MECHANICAL PLAIN AREA D X X MSI OVERALL ROOF LEVEL MECHANICAL PLA X X MMA ENLARGED AMENITIES MECHANICAL PLM X M3-0.2 TYPICA UNIT MECHANICAL PLANS X M3-0.3 TYPICAL UNIT MECHMICAPUNS X MECHANICAL 33 PLUMBING X X PD00 PLUMBING LEGEN It ABBREVATIONS % PD0.1 PLUMBINGDETNLS ixx Pol PLUMBINGDETNLS % Pol PLUMBINGDETMLS % P00.4 PLUMBINGSCHEDULES % X PP0.5 PLUMBINGSCHEDULES % X PO -OE PLUMBING SCHEDULES % X P161 UNDERGROUND PLUMBING PIAN % X P1 -01A PLUMBING UNDERGROUND PLANMEAA % P140iB PLUMBING UNDERGROUND PLANFAREA B X % P1 -01C PLUMBING UNDERGROUND PUN.AREA C X % P1-0iD PLUMBING UNDERGROUND PUN.AREA D X x PIAA GARAGE BASEMENT PLUMBING FAN X % FLAT GARAGE LEVEL 1 PLUMBING PLA X x P1-1.2 GARAGE LEVEL 2 PLUMBING PLA X X P1-1.3 GARAGE LEVEL 3 PLUMBING PLA X X PIRA GARAGE LEVEL 4 PLUMBING PLA X X P1-1.5 GARAGE ROOF LEVEL PLUMBING PLAN X X P2-0] OVERALL BASEMENT PLUMBING PLAN X X P2 -0.3B BASEMENT PLUMBING PLM-AREAB X X P2-0340 IBABLMLNI PLUMBINGPLM-MEAL X X P2-1.1 OVERALL LEVEL i PLUMBING PLAN X X P2 -13A LEVEL I PLUMBING PLAN -MFA A X X SHEET INDEX Vol. 2 SHEET INDEX Vol. 2 91EEf NAME �' $ 4 SHEET NAAE KEPHART I -102D SECgJD FLOOR FINISH PLAN, AREA,'DC X X -103.4 THIRD FLOOR FINISH PLAN, AREA -A' X P2 -1.3B LEVEL 1 PLUMBING PLAN-AREAB % X P2 -1.3C LEVEL 1 PLUMBING PLAN-AREAC % X PZ -1.30 LEVEL 1 PLUMBING PLAN-AREAD % X P2-2.1 OVERALL LEVEL 2 PLUMBING PLAN % X P2 -2.3A LEVEL 2 PLUMBING PLAN-AREAA % X P2 -2.3B LEVEL 2 PLUMBING PLAN-AREAB % X P2 -2.3C LEVEL 2 PLUMBING PLAN-AREAC % X P2 -2.3D LEVEL 2 PLUMBING PIAN-AREAD % X P2-3.1 OVERALL LEVEL 3 PLUMBING PLAN X X P2 -3.3A LEVEL 3 PLUMBING PLAIN -AREA A X X P2 -3.3B LEVEL 3 PLUMBING PLAIN -AREA B X X P2 -33C LEVEL 3 PLUMBING PLAIN -AREA C X X P2-331) LEVEL 3 PLUMBING PIAN-AREAD % X P24A OVERALL LEVEL 4 PLUMBING PLAN X X P24.3A LEVEL 4 PLUMBING PIAN-AREAA X X P24.313 LEVEL 4 PLUMBING PLAN-AREAB X X P24,3C LEVEL4PLUMBINGPIAN-AREAC X % P24,30 LEVEL41PLUMBINGPIAN-AREAD X % P2-5.1 OVERALL ROOF LEVEL PLUMBING PLAN X X Fool ENLARGED AMENITIES PLUMBING PLAN X X P3-02 TYPICAL UNIT PLUMBING PLANS X X P3-03 TYPICAL UNIT PLUMBING PLANS X X P34 4 ENLARGED TYPICAL UNIT PLUMBING FLAN % X P3-05 ENLARGED TYPICAL UNIT PLUMBING PLAIN % X P3-0 6 ENLARGED TYPICAL UNIT PLUMBING PLAIN % X P4-01 PLUMBING WASTE AND VENT RISER DIAGRAM % X P4-02 PLUMBING WASTE AND VENT RISER DIAGRAM % X P4-03 PLUMBING WASTE AND VENT RISER DIAGRAM % X FARM PLUMBING WASTE AND VENT RISER DIAGRAM % X PARK PLUMBING WASTE AND VENT RISER DIAGRAM % X P4-09 GASRISERDIAGRAM % X P4 -0T GASRISERDIAGRAM % X P44Te GASRISERDIAGRAM X X P4-09 GASRISERDIAGRAM X X P4-10 STORM AND PARKING GARAGE RISER DIAGRAM X X P411PARKING GARAGE RISER DIAGRAM % X PLUMBING:0 ELECTRICAL DATACOMM/NETWORK SYSTEM COVER SHEET X x EMM ELECTRICAL LEGEN&ABBREVIATIONS X TD2-11 EMM ELECTRICAL ONE LINE DIAGRAM SCHEDULES X Eno2 ELECTRICAL DETAILS X Eno3 ELECTRICAL SCHEDULES X Ix Eno4 ELECTRICAL SCHEDULES X EMS ELECTRICAL SCHEDULES X EMS ELECTRICAL SCHEDULES X EM ELECTRICAL SCHEDULES % EMIRS ELECTRICAL. SCHEDULES % EB0.9 ELECTRICAL SCHEDULES % E1 -0.B ELECTRICAL SITE FAIN % El -T5 OVERALL GARAGE ROOF LEVEL ELECTRICAL FAIN % X X E1.10 OVERALL GARAGE BASEMENT ELECTRICAL PIAN % X E1.11 OVERALL GARAGE LEVEL I ELECTRICAL PIAN % X E112 OVERALL GARAGE LEVEL 2 ELECTRICAL PIAN % X E1.13 OVERALL GARAGE LEVEL 3 ELECTRICAL PIAN % X El 1A OVERALL GARAGE LEVEL 4 ELECTRICAL PLAN X X E201 OVERALL BASEMENT ELECTRICAL PLAN X X E2-0.38 ENLARGED BASEMENT ELECTRICAL PLNI B X X E2 -0 3D ENLARGED BASEMENT ELECTRICAL PLANFAREA C X X E2-11 OVERALL LEVEL I ELECTRICAL PLAN x X E2 -13A ENLARGED LEVEL I ELECTRICAL PLAN-0RFAA X X E2 -13B ENLARGED LEVEL I ELECTRICAL PLANAREAB X X E2 -13C ENLARGED LEVEL I ELECTRICAL PLAN AREA L X X E2 -13D ENLARGED LEVEL I ELECTRICAL PLAIN -AREA B X % E2-2.1 OVERALL LEVEL 2 ELECTRICAL PLAN X X E2 -2.3A ENLARGED LEVEL 2 ELECTRICAL PLAIN -AREA A X X E2 -2.3B ENLARGED LEVEL 2 ELECTRICAL PLAIN -AREA B X X E2-2.30 ENLARGED LEVEL 2 ELECTRICAL PLA -AREAL X X E2 -2.3D ENLARGED LEVEL 2 ELECTRICAL PLAIN -AREA D X X E2-3.1 OVERALL LEVEL 3 ELECTRICAL PLAN X X EG -13A ENLARGED LEVEL 3 ELECTRICAL PLAN-AREAA % X E2 -13B ENLARGED LEVEL 3 ELECTRICAL PLAN-AREAB % X E23.3C ENLARGED LEVEL 3 ELECTRICAL PLAN-AREAC % X E23.3D ENLARGED LEVEL 3 ELECTRICAL PLAN-AREAD % X E24.1 OVERALL LEVEL 4 ELECTRICAL PLAN % X E24.3A ENW2GED LEVEL 4 ELECTRICAL PLANFAREA A % X E24.313 ENL2GEDLEVEL4ELECIRICAFPN-AREAB % X E2-0.340 ENW2GED LEVEL 4 ELECTRICAL PUN-AREAC % X E24.30 ENLARGED LEVEL 4 ELECTRICAL PUN-AREAD % X E2-5.1 OVERALL ROOF LEVEL ELECTRICAL PUN X X E3 -I 3A N ENLARGED LEVEL I LIGHTING PLAINAREAX X E313BENLARGED LEVEL I LIGHTING PLAN AREA B X X E3 -13D ENLARGED LEVEL I LIGHTING PLAN - AREA C x X E3 -13D ENLARGED LEVEL I LIGHTING PLAIN -AREA D % X E3 -23A ENLARGED LEVEL 2 LIGHTING PUNJAREA A X X E3 -23B ENLARGED LEVEL 2 LIGHTING PLAN -AREA B X X E3-230 ENLARGED LEVEL 2 LIGHTING PLAIN -AREA C X X E3 -2,3D ENLARGED LEVEL 2 LIGHTING PLAIN -AREA D X X E33.34 ENLARGED LEVEL 3 LIGHTING PLAIN -AREA A X X E3 -3.3B ENLARGED LEVEL 3 LIGHTING PLAIN -AREA B X X E33.3C ENLARGED LEVEL 3 LIGHTING PLAIN -AREA C X X E33.3D ENLARGED LEVEL 3 LIGHTING PLAIN -AREA D X X E3 -03B ENLARGED BASEMENT LIGHTING PLAIN -AREA B X X E3 -03C ENLARGED BASEMENT LIGHTING PUN-AREAC % X E3 -0.3A ENLARGED LEVEL 4 LIGHTING PAN-AREAA % X E34.3B ENLARGED LEVEL 4 LIGHTING PAN-AREAB % X E3d.3C ENLARGED LEVEL 4 LIGHTING FAN-AREAC % X E34.31) ENLARGED LEVEL 4 LIGHTING PLMIAREA D % X E"A TYPICAL UNIT ELECTRICAL PLANS % X E4-02 TYPICAL UNIT ELECTRICAL PLANS % X BERT TYPICAL UNIT LIGHTING PLIAS % X E592 TYPICAL UNIT LIGHTING PLIAS % X E6-03 STAIR LIGHTING SECTIONS X X EBI STAIR LIGHTING SECTIONS X X ELECTRICAL INTERIORS 65 woo COVER SHEET X X FISH FINISH SCHEDULE X X FILM FINISH SCHEDULE X X FILM FINISH SCHEDULE X X FIM DECCRATVE LIGHTING SCHEDULE X X 1-1.00B BASEMENT LEVEL FINISH PLM, AREA R' X X HOOD BASEMENT LEVEL FINISH PLAN, AREA 'C' X X 1-1.01A FIRST FLOOR FINISH PLAN, AREA -A' X X 1-1.01B FIRST FLOOR FINISH PLAN, AREA BP X X H.MC FIRST FLOOR FINISH PLAN, AREA "C" X X H.01D FIRST FLOOR FINISH PLAN. AREA "D" % X H.02A SECOND FLOOR FINISH PUN, AREA "A' % X H.02B SECOND FLOOR FINISH PUN, AREA TD % X H.02C SECOND FLOOR FINISH PLAN, AREA -C7 % X SHEET INDEX Vol. 2 91EEf NAME �' $ ,, ■ KEPHART I -102D SECgJD FLOOR FINISH PLAN, AREA,'DC X X -103.4 THIRD FLOOR FINISH PLAN, AREA -A' X X I -103B THIRD FLOOR FINISH PLAN, AREA T' X X I -103C THIRD FLOOR FINISH PLAN, AREA'C X X III THIRD FLOOR FINISH PLAN, AREA'S' X % 1-1,04A FOURTH FLOUR FINISH PIAN. AREA A' X % I -i WB FOURTH FLOUR FINISH PIAN. AREA B' X % I-1040 FOURTH FLOUR FINISH RAN. ARI 'CE X % I -104D FOURTH FLOOR FINISH RAJ. AREA 'D' X x 1-200 ENLARGED UNIT PIANS X x 1-201 ENLARGED UNPPIANS X x I -S OOB BASEMENT LEVEL FURNITURE It COORDINATION RAN. AREA B' X X 1500C BASEMENT LEVEL FURNITURE& COORDINATION RAJ. AREA "C' X x -501A FIRST FLOUR FURNITURE& COORDINATION PIAN, AREA W' X X -501B FIRST FLOOR FURNITURE& COORDINATION PIAN, AREA B' X X -5010 FIRST FLOOR FURNITURE& COORDINATION RAN, AREA 'C' X X Id 011) FIRST FLOOR FURNITURE COORDINATION RAN, AREA 'D' X X I -502A SECOND FLOOR FURNITURE& COORDINATION PIAN, AREA A' X X 15.0213 SECOND FLOOR FURNITURE COORDINATION PLAN, AREA B' X X Ib02C SECOND FLOOR FURNITURE COORDINATION PLAN, AREA 'CE X X II SECOND FLOOR FURNITURE COORDINATION PLAN, AREA, -D' X X Ib 03A THIRD FLOOR FURNITURE COORDINATION PLAN, AREA A' X X IS0313 THIRD FLOOR FURNITURE& COORDINATION PLAN, AREA B' X X 15.03C THIRD FLOOR FURNITURE It COORDINATION PLAN, AREA 'C' X X 1HLOW THIRD FLOOR FURNITURE It COORDINATION PLAN, AREA 'D' X X IS04A FOURTH FLOOR FURNITURE& COORDINATION PLAN, AREA A' X X ISO413 FOURTH FLOOR FURNITURE& COORDINATION PLAN, MEA' B' X X 1-50440 FOURTH FLOOR FURNITURE& CCCRDINALOJ PWJ, AREA 'C' X -S O4D FOURTH FLOOR FURNITURE& COORDINATION PWJ, AREA X % 1-800 INTERIORELEVATIONS X % 1-801 INTERIORELEVATIONS X % 1-802 INTERIORELEVATIONS X % 1603 INTERIORELEVATIONS X X 1604 INTERIORELEVATIONS X x 1605 INTERIORELEVATIONS X x 1606 INTERIORELEVATIONS X x 1-7,00 DETAILS X x II DETAILS X X II DETAILS X X II DETAILS X X II DETAILS X X II DETAILS X X II DETAILS X X II DETAILS X X II DETAILS X X II DETAILS X X 1-0.10 DETAILS X 08.28.2020 INTERIORS: 61 TECHNOLOGYGENERAL TG -030 BUILDING TEC 2 OGYFROJECTCOVERSHEET X X TG -031 PROJECTSCWEOFWORKSCHEDULE X I % TECHNOLOGY GENERAL 2 TECHNOLOGY DATA TDD0.0 DATACOMM/NETWORK SYSTEM COVER SHEET X x TD240.1 BASEMENT-DATACOMM/NETWORKSYSTEMIAYOUT X x TD2-11 LEVELI- DATACOMMINETWORK SYSTEM LAYOUT X x TD2-21 LEVEL 2- OATACOMMINETWORK SYSTEM LWOIT X x TDI LEVEL 3- DATACOMMINETWORK SYSTEM LAYOUT X x T02 -0t LEVEL 4- DATACCMMINETVJORK SYSTEM LAYOUT X X TDI DATACOMMINETINOW MDF/IDF ENLARGED PLANS &ELEVATIONS X X TDaTl DATACOMMMETINORK MDF/IDF ENLARGED PLANS &ELEVATIONS X X TDaT2 DATACOMMMETINORK MDF/IDF ENLARGED PLANS &ELEVATIONS X X TONI DATACCMMMETNORK RISER SECTIONS X X TD.S-01 DATACCMMINETWORK SYSTEM UNIT PLANS X X TD.S-0.2 DATACCMMINETWORK SYSTEM UNIT PLANS X X TD.S-0.3 DATACCMMINETWORK SYSTEM UNIT PLANS X X TD.S-0A DATACOMMNEDNORK SYSTEM AMENITY PIANS X X TES -0.5 DATACOMMNETINORK SYSTEM AMENITY PIANS X X T1050.7 DATACOMMNETWORK SYSTEM AMENITY PLANS X X T106-0.0 DATACOMMINEIWORK SYSTEM DETAILS X X T1060.1 DATACCMMINEIWORK SYSTEM DETAILS X X T10602 DATACCMMINETWORK SYSTEM DETAILS X X TDT-0.0 NETWORK ONEiINE DIAGRAM X % TECHNOLOGY DATA: 20 TECHNOLOGYCCIV CCTV SYSTEM COVER SHEET X % ASEMENT LEVEL- CCN SYSTEM LAYOUT X x EVELI-CCTVSYSTEMUYOUT X x EVEL 2- CCTV SYSTEM LAYOUT X x EVEL 3- CCWSYSTEMLAYOUT X M x EVEL4- CCW SYSTEM LAYOUT X x CCN SYSTEM-ENVNGED PLANS X X CCN SYSTEMSCHEDULE& CONNECTIVITY DETAL X X CCN SYSTEM ONE -LINE DIAGRAM X X TECHNOLOGY CM..9 TECHNCLOGYAUDIO TAO -0.0 AUDIO BYSTEM COV ER SHEET X X TA2-1.1 LEVEL I-AUDIOSVSTEM LAYOUT X X TAZ-0.1 ILEVEL4- AUDIO SYSTEM LAYOUT X X TA280 JAUDIO SYSTEM SCHEDULES AND NARRATIVE X X TECHNOLOGY AUDIO TECHNOLOGY INTRUSION INTRUSION DETECTION SYSTEM COVER SHEET X X Tg-0.0 -1.1 LEVELI- INTRUSION DET GO I ION SYSTEM LAYOUT I X I % 157-0.0 INTRUSION DETECTION SY5IEM ONE -LINE DIAGRAM I X I % TECHNOLOGY INTRUSION:3 TECHNOLOGYACCESS TR60S ACCESSCONTROL SYSTEMCOVERSHEET X x TR261 BASEMENT- ACCESSCOJTROLSYSTEMLAYOUT X x TR2-11 LEVELI- ACCESS CONTROL SYSTEM LAYOUT X x TR2-21 LEVELS- ACCESS CONTROL SYSTEM LAYOUT X % TRASH LEVELS- ACCESS CONTROL SYSTEM LAYOUT X X TRI LEVEL 4 -ACCESS CONTROL SYSTEM LAYOUT X X TR6-0.0 ACCESS CONTROL SYSTEM DOOR &LOCK SCHEDULE X X TR54Gt ACCESS CONTROL SYSTEM DOOR DETAILS X X TRA -0.2 ACCESS CONTROL SYSTEM DOOR DETAILS X X TR700 ACCESSCONTRm SYSTEMONE-LINEOIAGRAM X X TECHNOLOGY ACCESS: 10 TECHNOLOGY EMERGENCY IBODO BDA SYSTEM COVER SHEET X X TB2-0.1 BASEMENT LEVEL -BM SYSTEM LAYOUT X X TB2-1.1 LEVELI - BDA SYSTEM LAYOUT X X TU -2.1 LEVEL 2 -BDA SYSTEM LAYOUT X X TB23.1 LEVEL 3 -BOA SYSTEM LAYOUT X X TB2-0.1 LEVEL4-JOB SYSTEM LAYOUT X X TB7-0.0 BDASYSTEMONE-UNEDIAGRAM X X TECHNOLOGY EMERGENCY:7 TOTASHEETS: 32& ^o, x c� a 0 U 111 ,, ■ KEPHART community • planning .architecture 25M WALNUT STREET SERVER, COLORADO Moms U) Z MLU 5\/ /� LL O 00 �O F- W Lu LL Q W Q A /w V! 0OO C/) =U W _ W > W �M ' ^ V M SOF DO40 YO U N 037 V DA 03.25.2021 No. Date Issue 08.28.UBMITTAL 1 12. . REEDS VIOWNERREV MIS ro 1 DJV Project Designer DMB Dole 08.28.2020 Job um r 218094 mwn v RB JT CT Checked By DMB Title SHEET INDEX Vol. 2 Sheet Numbev A0-1.2 ^o, x c� a 0 U STRUCTURAL GENERAL NOTES DESIGN LOADS & GOVERNING BUILDING CODE Code : International BuildingCode IBC -2018 Edition w/Wheatrid eAmendments (IBC) 9 0.029 Design Cate..........................................B Seismic gory Carl Snow Live Load Al RiskCategory......................................................II Grountl Snow Load IS & .... ........... 30 psf Flat Roof Snow Load, P ............ .............................. 30 psf Exposure Factor Ce_ ._........................................... 1.0 Snow Importance Factor, Is ...................................... 1.0 Thermal Factor CL ................................................... 1.0 Floor Live Leads: iQ -Force -Red ...............lntertnediate Rssidential .. ..40v sf Private Corridors _ __ __40v sf Private Decks _ __60 of P ... Elevator Lobbies _. ...100 pd Exit Facilities........ . ....... ....100 psf Specie SPecePublic 3...........................................................100 Pat Storage 125 psf Garage Slab ......... ......... .........40 psf Q Wind: - Ultimate Design Wind Spee$ V pLn....................... Nominal Desi n Wind S em V' 9 P 136 MP 3 -Second Gust) 105 MPH 3 -Second Gust) Risk Category ...........................Ixsm..........................11 BE: PRECASTSUPPLIER Exposure.___._........................................................0 4500 Internal Pressure Coefficient .....................................0.18 FIR Parapet(WlndwardlLeewarqULT) ............................ 115.2 psf Components & CladdingluLn................................... 56.7 psf (20 s0 t (Basic) .45 68.1 psf (20 ED s (Comer) Seismic: 0.029 Design Cate..........................................B Seismic gory Lght-Famed Wells Sheathed Col Wood Structural Panels RiskCategory......................................................II U360 Seismic Importance Factor, le. . ............. 1.) r..............0 Mapped! Spectral Response Coefficient, Sr, 8 Mepetl Spectral Response Coefficient,............. 0.059 Design Spectral Response Coefficient, Seaps 0.151 Design Spectral Response Coefficient,Sara--...-.-. 0.0606 ] Aparmants Seismic Response Coefficient . C ...................... 0.029 ............... Basic Seismic -Force -Re ore Lght-Famed Wells Sheathed Col Wood Structural Panels Response cheat (tem ation Ccegdent (R).................V5 U360 Design Base Shear. 9 a Shre Vales Analysts Procedure ..............................................Equivalent Lateral Force Procedure e: Parkin9 Garage: 0.50 Live Load ............. ........ ........... ........ ........... ........ ..... Coefficient, Cysto .................. 0.05 BasicResponse Basic Seismic -Force -Red ...............lntertnediate PrecasVOrtlinary Reinforced Concrete Shear Walls Response dentstem Creffide&t (R) .................4 0 Design Base Shear..............................................528 9 a Shear kips P Analysis Procedure..............................................E Y q uivalenf Lateral Force Procedure Dellection: INTENDED USE 2843AYCOMP. MAX.WIC CEMENT MIKAIR Roof: PTSLAB-0N-GRADE Live Loatl: U360 Total Load............................................................. U240 Maximum Total Lam Vedical Deflection Lime:...... 1Y4" Floor Truss: 0.50 Live Load ............. ........ ........... ........ ........... ........ ..... 1-1480 Maximum Live Load Vert cal Deflection Limit.. .......Y2" FND. WALLS, CORE WALLS, Total Load. ___ ___ ___L1240 2,500 Maximum Total Load Vertical Deflection Un iC....,. 1Y," Members SupportinBrick or Masary PILASTERS, OR RET. WALLS Total Load :.... ......................................................... 1_1600 GENERAL CONSTRUCTION NOTES The Structural Contract Documents are intended to be used in conjunction wl thelans of all other disci Imes werki on ME P P e projed. The intrador is responsible for Me is into the s of all required information indicated on the Structural Contract Documents 8 incorporating Mese requirements into the shop drawings of all otter disciplines prior to submittal M Anchor Engineering, Inc. Information provided within the Structural Centrad Documents Me governing to all requirements g Codes imps within pe governing P 1Pe 90 9 building performed. For traduces shall the iSrvelar positions Me ovemin building he governing impact e, the construction 9 W 9 9 9 P YPe being require For Conditions where the Structural Contract Documents governing rn w/ the ding Code on building Code, the mare Mstringent re requirements shall apply. Contractornceshall or a Co of the ovemib building Code on site at all tames during 9 PDNP PY 9 9 9 9 Me a mom fon phase of the project for reference. Anchor Engineering, Inc, shall be anon. of any motlifiwlions resulting from i more stringent rmtle requirement prior to construction for verification si e Met Coordination. design d ono to Ma Structural Contract Documents due fo project Req at the site Mat are unknown or performed as at the time of services do not fall Cousin the original scope of work gi the Project. notified modifications bshall be performetl ti n BRFonal outlined m the project contract. The Engineer shall be notified In writing by a Request for Information (RFN b Dimprovensionsde &elevations indicated! for resolutione Me lural Contract Doc me Dimensionsrielevationsinninoon the Structural Di Contract Documentsshallbecoordinatedattention bythe contactor Colall ager Structural prior to beginning of construction Discrepancies shall be brought to the mention of the Architect. Scaling of the The coal Contract Docunrenld rs not permie lu The contractor shell verity rap contlitlons spline f existing utilities, subgratle 8 above grade conditions which may interfere In event of i notify the s own. pr disciplines for modifications as required. In the event of discrepancies own. project specifications, genial notes, plans 8 details, the most stringent req'mshall apply unless approved all o e writing. unless be all openings Brough amt Boors, Structural walls ct ocappropriate tliPerm&es. The penetration w structural members, unless spedficelly on thesinnedsContract Documents as not lab Construction. without the review 8 consent of Anchor theEngineering,llion Inc, including Enge Post Tensioned slab on grade 8 all elevated a slab construction, Openings i penetrations brought to the r e requirements of the Engineer after the Structural &Contract Submi Documents are a general to the city for review shall be subject to the requirements outlinetl in the Shop Drawings 8 Submittals ly sec re the general notes. All items embedded into concrete eq masonry shall be positively pl cement against special hydraulic o farces from concrete placement or incidental contact from tools or equipment during concrete placement The special inspector stall verify all embedded items ars secured pilar to placement of concrete. Unless balconies wnins,detailed &larspecified hade&onihe kwys as well ContractDocuments, stairs balusters, half -walls &railingsfor Anchor Engineering, awnings, sun shotes 8 walkways es well as site retaining walls &sly shown nix have not beenContract designed by Anchor Documents, are Inc. Design 8 construction oflhese elements, when not m considered shown on the Structural Contract Documents,are theresponsibility ofthe general con tactor. These elements arengineer lit design-built8the general contractor shall submit plans & calculations, sealed 8 signed by a professional engineer licensed in the state where the work is being performed. FOUNDATION DESIGN (Footings) The foundation design is based on Conclusions & recommendations fount in the geotechnical report project #25195274 provided by Terracon dated November 12, M19 and supplemental letter dated! February 28, 2020. All recommendations fount in this report shall be follower including site preparation. A copy of this soils report is available for review at the Structural Engineers office, the Architects office, or the job site trailer. Conventional Spread Footings: a. Maximum Allowable Bearing Pressure .... ._.... ._.2,000 psf L. Minimum Frost Depth ............................................. 36" Conventional Spread Footings on Rammed Aggregate Piers: a. Maximum Allowable Bearing Pressure.... .. _ r, _8 000 psf The site shall be prepared in accordance w/ the project geotechnical report inner to foundation construction. dept All footings shall ch icacetl in er shall bearing stratum or to i mon. Concreting in shown on the drawings, bearing stis deeper. prgperly tlgeotechnicalengineershallobserve tie transmitted to concretingoperations to verify Me bearing stratum Is properly prepared. A Copy of a fieldsign report shall be dent actfotl to Me engineer 4 record. 60 pi & a walls have been designed for an equivalent active fluid pressure of 40 Ppd,re an sure values assume at -rest fluid pressure d 80 pct s an equivalent Passive fluid pressured 380 per for the passive condgm. Pressure values assume Consrailw provides adequate de -waled measures for site Where applicable, owner understands 8 accepts all risks associated w/ slab -on -grade construction as outlinetl in the projed geotechnical report. R Is IN F 0 0 IL U F N FOUNDATION DESIGN (Post -Tensioned Slab on Grade) The foundation design Is based on Conclusions & recommendadons found In the geotechnical report project #25195274 provided by Teramn dated November 12, 2019 and supplemental letter dated February 28, 2020. All recommendations found in this re rt shall be followed including site re aration. A Co of this soils report is available for review at Me Structural W 9 j P PY P Engineers office, Me ron-Gr ds (and Ear Me lob site smiler. Post -Tensioned Bearing -Grade (3rtl Edition): a. Maximum Bearing Pressure ...... ......2,000 psf b. Edge Moisture Variation.stance, Em . • Canter Lin Condition ..........................eft • Edge Lift Condition _._on....................5ft e. DiRaCenter Lift C l Deflection, Vm • Center Lin Condition ..........................1 In 5 • Edge Lin Condition. .....shalll old..........excav 9 In A property r geometrical engineer excavations prior concreting operations to the stratum is Q 9 9 P g Pa N 9 o etl prepared. h ul of a geld report be transmitted the Engineer of Record t Me Amhnect. P p YP P PY P 9 Pod Me drainage shouts be congtned around the simdure r the recommendations of the eotechnmal re d for the life of the 9 Pe 9 W Foundation including during Construction. 9 9 Foundation walls have been vedgnetl for an equivalent activethe fluid pressured 40 pct, an equivalent assume t fluid pressure of 60 pd, s an quate eel passive fluid pressure it 360 gcf for the passive Condition. Pressure values assume Contractor provides adequate caner understands measures for site. Where applicable, owner untlerstantls 8 accepts all risks associated Col slab -on-grade Construction as outlined in the project geotechnical report. POST -TENSIONING INSTALLER QUALITY ASSURANCE Post -Tensioning Concrete work shall be pedorned under Me immediate & continual control of Installers Superintendent who shall have net less Man 5 years experience in post -tensioning work 8 who has successfully completed a min. of 10 installations similar in sae & Complexity. Design is based on "Building Code Requirements for Reinforced Concrete" (ACI 318 - Latest Edition). Concrete work shall Conform to"S 'Specifications for Structural Concrete for Buildings" ACI 301 -Latest Edition Hot& cold weather shall be in P 9 L conformance Col ACI 305 respectively. ACI res edtvel . Concrete design foxes shall Provide concrete Col properties as listed in Concrete Design Mix Matrix below. Cement shall Conform to ASTM C150. size shall not exceed use unless noted otherwise. Aggregate Chloride mix designs e ig shall not be used. Concrete designs ns shall be roved by Me Structural engin trier for royal dor to coesimcontractorsh concrete he costa 9 9 PP P 9 the mix d&d ns have been l roved b the structural engineer is at the Contractors risk. The Conirailor shall bear the cost if 9 PP Y 9 necessary, fo remove &replace the unacceptable Cont. Concrete exposed to weather shall have a min. air entrainment of 6 s 1% Percent. Parkin Level slabs are considered P Pe g "exPose d to weather". Aly entrainment may be to used for Interior conaria not exposed to weather but may result in finishing Complications. Me 0 1 w Fly ash shall conform to ASTM specification C618, Class C or Class F. Fly ash shall not exceed 20%0l Me [oral weight of Slabs &ie rad material unless noted otherwise. Slabs t rade beams shall not have drawings, n to a he Structural lane. Where r direction. in Concrete lacemeet necessa stn 9 I P P p ry grant other than shown on Mese tlrawings, contact the Structural Engineer for .nizVedical shear keysoconstruction joints within cote beams shall vi made within the shall of the span between supporter. H l shear keys or a Toughened 9 v vv Ys 9 surface shall be chalet. All Reinforcing tASTshall be continuous through construction hallb ad6 v 9joints. Reinforcing Bars shall conform far ASTM A615 t ASTM ATOR All bora shall be Grade 60. Bars far'M welded shall conform to ASTMA706 far Detailing, faforcedn8 IeteStrcofrs reinforcing steal shall be inaccordanceof Col the 'Manual ofStandard be made P 9 Pmdice for Detailing Reinforced firs permitted Concmle Structures(ACI or a approved Nosplices of reinforcement shall in matle&no 9 ( ) welding to thus ap approved shallbep edone y ceptes shown orasapprovedby the to the' AWS Structural welting of reinforcingMusa mvetl shallbetl emtifled welders dart conformance,' the SImctsmi Welding Cotle- PP Y 9 Relnforomg Steel' of the mm etl Welding n.le Soclength of l (AWS splices test Mail be Glen welting dao reinfoming will not be meteduntleran cirhedule on min. len Mof lapped Mail Classrtensions rices as indicated In Me P Y g PP P P reinforcing provide Cbars lice schedule e. [hes sheet unless noted otherwise. Make all bars Continuous one full m comers/intersections pl s Sir at t or P provide Comer bats of equal size. Welded wire mesh shall be lapped one full mesh at sides 8 one WII mesh plus 2" at the ends but not less than in 8 shall be wire tied. AnhrReinforcingbar ring far r harm surface of curet Concrete shall not be Misted in ober fo m eve carred alignment. Contact 9 Anchor Engineering for repair at all locations where reinforcing bar hooks or extensions are rid placed Col correct orientation or where bars are twisted inadvertently. . Y Where cont. bars In i beams/grade beams ls walls must be spliced, in fslice Top bars t i cos n 8 splicer but. bars over supports. 9 P Pa P PP Unless noted stherwrse on Ian permanentlyt against & In ex s concrete refection for reinforcement an cast -in- lace cont. shall be as follows: a. Gone P P P posed to earth 31, b. Formed surfaces exposed to earth or weather: #fi through rougM1 #11 bars ......................._..................... .2" #5 bar, W31 or D31 wire, & smaller___ ............... 1Yz" c. Concrete not exposed to weather or in carried w/ round: P 9 Slabs walls joisbc #11 bar 8 smaller...................................................1" Beams, columns: Primary Reinforcement...........................................1Yi Stirrups ties Spirals ...............................................1 P P Y" Provide #3 #5 bars, one each face, wl 2'r40' projection n all titles of openings l reinforcement, concrete, unless noted otherwise. ProvNe #3 stirmp support bars where requiretl by absence of other IongoWtllnal ,W,Muse #4 in- thick l beams. Slabs -on rete shall reinforced 6- etlwla min. A1064 ]. ksi fix6-W21 xW2e W.W.M. for gsides&slabs 6eft9 P plus 2- t Me en s W.M. for 6" slabs unless noted retidotherwise. W W M. shall be lappet one full mesh at titles 8 one full mesh plus at Me ends but not less all b 6" in shall be wore tied beeslabs on steel le alternative forW.W. Col ASTM Al64 ]0 ksi unless noted otherwise. Polypropylene fibers ma col ToppingY be used as an acceptable alternative for W.W.M. Provide aY" Chamfer on 611 Exposed corners of concrete walls & columns unless noted oMerwtse. Contractor to allow for I500lineral feet of #5 Taber to be used at Me dscrefion of the Engineer of Record. Bar not used for construction shall be calumet to supplierCast 8 the returned bar sl shall be credited back fo the owner. CONCRETE MIX DESIGN MATRIX INTENDED USE 2843AYCOMP. MAX.WIC CEMENT MIKAIR NOTES OF CONCRETE STRENGTH, PSI RATIO TYPE CONTEM PTSLAB-0N-GRADE 45M 0.45 I/II 6%3Ij RE: POST -TENSION CONCRETE NOTES BELOW FOOTINGS 4000 0.50 FIR - ii 2,000 FND. WALLS, CORE WALLS, 5000 2,500 I/❑ 8%31$% - PILASTERS, OR RET. WALLS 11 4,500 .45 3,000 FOURTH FLOORFRAMING PLAN-AREAA PARKINGGARAGETOPPING 5000 .45 FIR 6%3Ij - PRECASTCONCRETE - - - - BE: PRECASTSUPPLIER INTERIORSOG 4500 .45 FIR 6%31Yz% SIABOREGRADE EKTERIOR SOG 45M .45 I/II 6%3li SLAB -ON -GRADE 11 OTHER CONK I 45W 11 .46 I/II 11 - - The 'Concrete Mix Design Matrix" Is a performance specification only to specify the final in-place concrete construction. The actual concrete mix design is provided by the concrete supplier. Anchor Engineering, Inc. is not responsible for the performance of the mix during construction or the means 8 methods required to aftem the specified In-place concrete construction. The contractor & concrete supplier should consider the required means & methods required for each mix design to ensure performance during construction. UNLESS SPECIFICALLY DETAILED WOR SPECIFIED ON THE STRUCTURAL CONTRACT DOCUMENTS STAIRS BALUSTERS HALF -WALLS& RAILINGS FOR DECKS, BALCONIES, AWNINGS SUN SHADES, & WALKWAYS HAVE NOT BEEN DESIGNED BY ANCHOR ENGINEERING, INC. DESIGN & CONSTRUCTION OF THESE ELEMENTS, WHEN NOT EXPRESSLY SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS, ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THESE ELEMENTS ARE CONSIDERED DESIGN -BUILD & THE GENERAL CONTRACTOR SHALL SUBMIT PLANS & CALCULATIONS, SEALED & SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE WORK IS BEING PERFORMED. POST -TENSIONED CONCRETE (Slab on Grade) Concrete placed in post -tensioned construction shall be of normal weight aggregate & shall develop a compressive strength as indicated In the table above. No fly ash allowed. Jobsite cured concrete cylinder tests shall indicate a concrete strength of 3,000 psi prior to posttensioningoperations. A min. of two cylinders shall be jobsite cured & used to determine when Me concrete has obtained the min. strength stated above. The slab shall be fully stressed! within 48 hours of the Concrete reaching the compressive strength stated above. It is common for cracks to occur in the slab prior to stressing. If Cracks occur May should be dreaded w/ tape to prevent dirt from infiltrating Me crack. To minimize Cracks in Me slab, the tendons should be half stressed 48 hours after a pour & fully stressed as soon as the concrete reaches the Compressive strength stated above. Framing should not commence until slab has been fully stressetl. TM1e General Contractor is responsible for submit ing cerfified stressing records for review by Me Engineer of Record All Strands will be stressed to 33 kips w/ a variation In elongation of plus or minus ten percent (10%). Stands shall not be cut m untll engineers acceptance. Tendons shall be cut as outlined in the projectspecifications The tendon pocket shall then be packed w/a high strength waterproof rout. re 9 Were strand used for to protection tendons shall Conform to ASTMS unless Specification otherwise Type 270 as. P 9 P YD Minimum clear concrete rotection for reinbrcement shall be as folbws unless otherwise notetl: P Slabs: a. Between subgratle & Lower Tendon............ 2' b. Between Beam ntop of Upper Tendon.............2' Perimeter & Interior Beams: a Exposed to Earth _.3' Not Ex b. Not Exposed to Earth ............................... /all.. Tendons shall be placed as shown on the plan Col allowable tolerances as outlined In Me Construction a l be pr nonce Procedures Manual for Post -Tensioned Slpint di roundConstruction,samwCha r 5. y min. si ns train s shall bottom provided Chapter P between less of 8 all Mnoted.. Control point dimensions are the center d gravity of tendons from the bdtom of slab or beams unless otherwise noted. Any changes in PT tendon placement due dr wings W the w/ other hides must be approved by Me Structural the Engineer. The General Contractor shall submit shop drawings i the pour Architect, stamped n an engineer registered ongati in the State of u Colorado, for review size the post-tensioned ost ten Engineer showingpoursequence,tendon locations, final elongations.&constmction joint locations .Pour sizefor post-tenionetlslabs shall be designed to minimize elastic ss priority Where reinforcing bars interfere w/ Per supports tendon placement, tendon location has priority. Provide inserts, blackouts orsleevesfprsupportsor openingsrequiretl by horizontally mechantcal8electrical dcontractors prior firpouring concrete. Wrap all tsorop concoct t concrete that pass vied to issodst-tensa red tnthe s&submi ed errevien material. Any inserts o ting openings not provided! shall be located to miss post -tensioned tendons & subm eetl for review prior M cutting Concrete or shooting In anchors. Care shall be taken to assure that concrete placed arountl tendon anchors ss is ro ed consolitlaletl. A min. d 1Yx' clear P 9 P P Y cover shall be provided anonsbetween fortes r tendon dead end. The following letter. documentation shall be fonvaNetl to the Engineer of Record 8 Me Archded for review &records prior to issuing a1. Preo&letter. 1. Pre -pour subgratle inspection testsincluding footings &pats. 2. 28 -day Concrete compression tests. 3. Final tendon elongation reports from certified testing Company. IYsYYCI2F9GIstlCOx12[C1.1I:IC[ ]ICY Drill & install ost-installed anchors accomin to manufacturers printed installation instructions & of applicable, r P 9 P PW Pe mandaclurers on-site ors shall All Unless post -installed o shall meet ICC -ES Compliance for each type of application. Unless notetl otherwise on the SiruCWrel Contract Documents, the protlud information 8 ICC -ES Evaluation Report for all anchors muss be at lea[etl. Concrete must be a[ least 21 da old before installation of adhesive anchors. Ys All anchor designs are for Installation to the a ranch conditions, unless noted otherwise. Written approval must be received 9 9 PP from Engineer prior unless ss note oaf adhesive anchors in altercate conditions. ta.o Dry concrete, unless notetl otherwise. b. Concrete temperature at time a installation must d installation the temperature f mage indicated by the product manufacturer for full anchorcapacity.bee milled Nrers printed installation insWction for adhesive el&cure times. P 9 c. Anchor holes to be hammer per . dr Anchor of pst-ibe led ed anchor manuWctureaken the installation certification instructions p e(201or to dM1esive injection. All Installers of ming progra anchors shall have taken ACI certiflcafion r e 20181BC as well as the roduct p pogramp II 1 p Q manufacturer tai ping program. Submit all be aces for nose i w All pospAdhesive anchtls in con on Concrete shall di sued!ied foruse inseismicc&ract cracked concrete rapplications. pprovede Adhesive anchors to Concrete shall of as indicated! arc to the llStructuralasin Centrad Documents or approved equal. PP q Adhesive anchors an CMU one c solid at the anchor shall be h indicated gr the d! Structural Contrail Documents or approved equal. Cells at she anchor 8 one course above 8 below she anchor shall St grouted solid. Adhesive anchors in masonry 8 hollow CMU shall be as rovidetl in the Structural Contrail Documents Col matching screens grotlucetl by the same manrdd, negative as the anchor or approved equal. Adhesive anchors in ovegeain negative slope, or horizontal orapplicationstsepmust be shall a for these installation a wl ACI Col specific recommentlations from Me manufacturer. Installers for these applications shall be certgetl in accortlance Col ACI uire ion an Expansion Anchors in concrete shall of as indicated tharc io the Structural Contract Documents or roved equal. PPP ExpansionAnchorscourt in CMU & below tont at the anchor shall be as d in the Structural ContreCf Documents. Cells at the anchor 8 one course above 8 below the anchor shall be grouted data solid. 9 Anchor capacity used In design shall be based Substitution Me technical tett for alternate by the manufacturer must be p such other fagot tas h approved Me Structural rd tneerofsemM.ractor Wtionre provide calculations products must baa approved law pr b the PP Y 9 q P PP 9 Y Structural of Inmrof Record Aorto use. Contractor specified roroducalculations demonsfo evaluated that Me their having product is rig p P 9 P capable of compliance the Performance values d Me specified product. Substitutions will , i staluatetl by their having il ICC EBBshowingtom Bance Coltherelevantbuedin code load installationcat o atavatiabili of P g category, N comprehensive installation instructions. Adhesive anchor evaluation will also consider weep, in-service temperature & installation lemperabre. STRUCTURAL MASONRY All stmt ml masonry shall be placed as running bond. Comers & intersection of load bearing walls shall also Interlock. All mnemm masonry block units shall conform to ASTM C90, Grade IN, Type 1. All brick units shall conform to ASTM C62, SW Grate. All mortar for masonry walls shall conform to ASTM C210. All grout for masonry walls shall conformiv ASTM C478, made00 stone aggregate. Masonry shall develop a prism compressive strength of RI = 2,000 Pd in 28 tlSYs for all structural AREbearing walls. Non re the nip tr eigt walls may be rPfe r 2by psi. PERIODIC SPECIAL INSPECTIONS ARE REQUIRED Where the uMt strength please as preferred by Me nit Comer in gee of prism strength testing per the governing building cote 8 associated reference, please refer fo "Masonry, ll I Compressive Strength Matrix" for man. requirement.mentbuilt Horizontal joint reinforcing in all masonry walls shall bespacing ofstandard latter or hues type wall reinforcement built up from WL] g ga.) ware he approved equal Col a maximum vegetal spacing of 16" o.c., u.n.o. At multi Wythe walls, horizontal joint reinforcing shall be the carred width to ole each wylse together. Vertical reinforcing shall be the size &spacing shown on al Me drawings eextent full each fid of the wall. Full height vertlml Rhunfoctng shall also or to ASTM at comers, ends dwells, Iambs of openings, & each title dcing ort control joints . R6lnforomg shall conform re ASTM g shal Grade pe or ASTM edA706. by All cells containing reinforcing or anchor bobs shall be full routed. All masonry mild shall be di etlasre required the 12. Each Building Cotle. fully ry 9 PP 9 Y 9 9 FIII all volts 8 block cores Colitl w/grout for a distance of 24" beneath 812' mch side of all beam reactions or other concentratedfoods,o. All towels from foundation shall match size Bred to s of vertical reinforcing it mamnry. Dowel embedment shall is parMe e Rebar Lap Length table 8 project bar as required to splice wl wall veNcal bar per the ratter lap length requirements of Me Governing Building Code. Provide bond beams Col (2) 115 contbars at top of parapet, roof beating elev. 8 noon beating elevs., u.n.C. Lap bond beams 4'-0" where steppedljoint Vertical conical joints of rt provided In masonry wells as shown on the architectural drawings. Care shall be taken W assure control joints are trmortar of mortar fns. Provide sleet lintels se shown in the lintel schedule for all openings in masonry walls unless noted otherwise. Care shall be prerdced it minimize Me can grout s a mortar into grout spaces. Provide clears lig at bottom of each grouted cell. Use high-pressure air or water fo dean grout space 8 reinforcing. Plug deanou5 w/ mamnry units 8 brace against grout pressure. Anchor reir#orcement at maximum 4'-0' arc. to prevent displacement during grouting operations. MASONRY UNIT COMPRESSIVE STRENGTH MATRIX SPECIFIED MASONRY MIN. NET AREA STRENGTH MIN. NET AREA STRENGTH MIN. 28 DAY STRENGTH 28 DAV STRENGTH fm P OF MASONRY UNITS OF MASONRY UNITS OF GROUT - Da THIRD FLOOR FRAMING PLAN -AREAE WITYPE psi g wl TYPENMORTAR si v S4412 2,000 ii 2,000 2850 2,000 2,500 3,250 4,350 2,500 3,000 11 4,500 - 3,000 ANCHOR ENGINEERING, Inc. Richard M. Schauppner PROFTSSIONAL ENGNEER 2535170fiSonet PHONE(303)783-0797 Denedow W211 TAX (303) 830-9133 DERGNEDBY- SIB REYmW BY- RMS DRAWN BY- EG/LD JOB Ifil 190595 STRUCTURAL STEEL Structural steel shall be detailed, fabricated, & erected In conformance w/ the AISC Specification & Me Code of Standard Practice, latest editions. Rolled structural steel shapes shall conform to Me following specifcations: a. W Shapes .... ..... ._.... _.... ASTM A992, 50 ksi It. Channels, Angles & Plates ._....... ASTM AN, 36 ad(U.N.O. in plans) c. Pipe Shapes __. ASTM A53, Grade B, 35 kd it Structural Tubing(TSIHSS)......._. ASTM A500, Grade B,46ksi Connections made under shop Conditions shall be welded or boeetl wl ASTM F3125 Grade A325 high strength bolts, type X or N. Welts shall be made w/ AWS A5.1 or AS 5 class E70XX electrodes or equivalent submerged arc & follow all requirements of AWS D1.1. Design of all steel connections shall be the responsibility of the steel fabricator in accordance wl AISC 303 Code of Standard Practice for Steel Buildings & Bridges, latest edition, Section 3.1 .1 Option 3 & all associated requirements Field bolted 9 g P 9 not connectionsshall on lbe shleco/3IP'diameter A325 -N lead otherwise. All Connections span as s reactions are bearing NPbolts, unless not uniform le an shall t t rt 60% of Me total uniform Intl ce act in basin for each beam 8 span as shown In a W PPo Capacity 9 P AISC uniform load constant cables. Connections shall eneall follow Mose as found si red!AISC by pr Conduction Manual' 9 Y latest edition. The steel fabricator shall submit plans, details, 8 ecocalculations, by tion ocealetl 8 signed by a professional engineer All eld in the state where Me work is being performedelle for review by Anchor Engineering, Inc. All welds shall be performed far an AWS C requir welder. min. Ellet weld sizes shall conformM AISC requirements. Anchor bolts shall Conform S. ASTM FI 554,conform 36 ksi unless 8 wl otherwise. Heade.) anchor sluts (HAS.) shall Conform fo ASTM Alf 6 ,0 a min. tensile strength of 60,000 psi. Deformetl anchor studs Structural shall be ASTMmembers s she Cola min. tensile strength of 60,000 psi. Structural steel members shall as a minbe coated Col SSPC 15-66, Type 1 (Ret Oxide) paint. Structural steel exposed to or bMershall habe Hot -Dipped a manner Col ASTM At Coatings due the erection inmal PP 9 9 PPIn9, 9 arc bolting contact w repaired al a manner Mat will layers of a corrasion resistance equivalent th boder Man that provided in afgp. Steel in contact w/ earth shall be coated Col (2) layers of a bituminous paint unless noted otherwise. DIMENSION LUMBER, TIMBERS, & STRUCTURAL SHEATHING All dimension lumber &grocers used for structural framin (excepting wall studs latex shall be Hem Fir visuals graded as 91 g 9 plates) Blows: Timbers Used for Structural Framing: 74- thick 4 cantle _.. Hem Fir No. 2 or benar Fb is 850 psi 2"-0"thick 5 8 wider......... Hem Fir No. 2 or benar Fb=e50psi 5"8Bicker,5"& used f....._. Hem FirNo.1 d boner a ar size psi Dimension lumber used for 2x6 8 2x4 well studs shall be Me size 8 e SI. U.N.O.tl in the Well Stud Schedule on 50.0.1: hN Hem Fir No.2ordbetter orbatter.......................... Fle=850 psi, Ed LU.N P Ps Hem stud schedule grade fair wall s .......................... Fb = 675 psi, Fc = 800 psi. U.N.O. Refer fo slut schedule for wall studs. Wall Top 8 bottom plates shall match Me wall slut lumber 8 grade w/ the following exceptions. a. All wall bottom plates attached to aPmt-Tension Slab -On -Grade or foundation walls shall be Strandguartl TimberStrantl SL All dimension lumber 8 timbers used for structural framing shall be surface tlry'S-dry' or kiln dried "kd' At a maximum moistureure Content ent of 19 percent. of wood in BXJDOw/concreteor expand lumber electtreated&edretained foratoas"P.T herein n,a material P If other Man SBX/DOT l zincborate lumber treated lumberas bolts etland/or isusetlforanexteriora dor of all P PP fasteners in contact Col the treated lumber (including nails, anchor bolts, etc) shall be "hot -tipped' galvanized or of stainless steal. Refer a Shear Wall Sdging n forattachmentof sill late to concrete. P Provide 1 x 4 crass bridging not oversts a on center for all wood joists where depth is equal to it more Man 6 tames the thickness 82x blockingbetween arts. under abearin Erma be used for bed In &blockin. I PP 9 Y 9 9 9 Provide mid blocking between joists and shear under all post bearing artltions running perpendicular to joists 9 I 9P 9P rye Provide squash blocking at all gang studs and shear wall nendut posts. All wood conceders called for a the drawings are ass equal to r re the Simpson Strong Tie Company. Connectors by other manufacturers may in used if the neat cepadry as equal to or greater than the Connector specified &the alternate connectors area mvetle gnu b Anchorat Engineering, so.ions the manufacturers min. Wmining themximur spec vv 9 Y 9 9. 9 Connection includes If the manufacturers ted oftre provides options for maximum 8 min. fastening, the maximum specifetl Structural conatpon shall be used unless noted othanvice. Structural sbal Meat s. Structural sheathing for roof. wall &floor to Amo shall APA Association Exposureta1 u.n o. , latest eneral shear wall 9 99 conedulks sheathin ruell be of confortmfo American Pl Cod shown on pl ns, plac d wl theface gain. 9 Yw In Diaphragm A/e end shall beer the thickness & index number SM1Own on plans, placed wl the feta gain pementlicular to arts ll Col entl Chis staggered. Supp f gg c Nails shall be of the size 8 spacing shown on Me plans. Shear walls shall be sheathed 8 nailed as indicated in the Shear Wall Schedule. d. Provide suitable Edge rt b use structural I h s tongue indicated move ants or solid wood blockin between su ds. 9 PPo Y pY P. 9 9 P 9 PPo e. WmdatrocMecral &tractanels or wmtl provi a sheathing drquion planmerts f may be Plywood! spa Oriented Strand Board etc. a .) at Me Conirailors option provided all specified requirements for Grade, glue, span rating, direction d application, etc. are met. s Fasten all wood members nd& Commenances mo min to or l Building Code tabs Comply wi M.1 for Chapter &less 9 9 ( 1 shown otherwise. min, end 8D.S. distances for bolts, nails, or patterns of fasteners shall Comply w/ Me IBC Chapter 23 8 the National Design 11 walls shall be Chapter11, latestetlition. Fare blocking in all walls shall ba provitled as required by the IBC or Ma Local Building Code, whichever is more stringent or as Specifically Nintlicaletl in the AmheecWrel Drawings PRECAST B PRESTRESSED CONCRETE Concrete shall develop 5,000 psi ultimate compressive strength in 28 days. Maximum aggregate size shall be 3/4". Design & fabrication of recast & prestressed concrete units shall be In accordance wl ACI 318 code latest edition. Desi n 9 P f 9 1.Lfor Me Door l roof are as follows: leading 1. Live load ryPml oma ...................... 40 Psi 2. Live load garagema coon............... special 55 opsi a 3. Refer to load ma for nor the fl s &dal if dead . P p 9 Design precast wall panels for Me floor 8 rod taco 8 live loads listed above plus the following: 1. Self -weight 2. Out inions outlined e forces tlue to wind pressure or seismic amelera[ion in accoNance Col Me poral Builtling Codes 8 provisionsteralloo s these general notes. 3. In-place lateral tarots due to wind pressure elsewhere in the acceleration acting on the primary lateral tome resisting system (CRFs)ofthe structure he specified all panels inthesimctureldrawings. 4r contractor stet from other precast ll orals al Calc walls stems &se etc. P P e P systems, 9, The contractor shall submit shop drawings 8 simctual calculations view. 8 sealed by a professional engineer Iiconam in the stale of Colorado, prior to shall fabrication W Me structural engineer for review. Size of precast members sM1all not be changed unless accepted by the architect &structural engineer. Sea specifications for Prestressing reinforcement shall inches uncoated high tensile Strands wire slant havingA minimum ultimate tensile strength d 270 ksi 8 a minimum ing elongation of 4 inches in 100 feet. Sulactu shall conform to ASTM M16. The tiltctming forces shall comply w/ then rete se Su ni of 750 specifications 8 tension shall be maintainetl during placement 8 until the Concrete has shall b the design release strength of 3]50 psi. Se welding of reinforcing shall w permeetl unless additional leads that for or edaccepted the by the tee orb engineer. Sea mechanical & b electrical t drawings for any n in paid bats that are Concrete ti the double tees or beams. Precast units shall be cast to tolerances shown in pain 8, 'Precast Concrete Institute's Design Hantlbmk". See drawings for inwgs, connections &fib reinforcing. Ie STRUCTURAL SHEET INDEX SO -00 GENERALNOMS S4 -0A THIRD FLOOR FRAMING PUN - AREA A $0-01 GENERAL NOTES& TYPICAL DETAILS S4-0.1 THIRD FLOOR FRAMING PLAN -AREAE 50-02 SCHEDULES B TYPICAL DETAILS S4412 THIRD FLOOR FRAMING PUN - AREA C 50-02 TYPICAL DETAILS S4-0.3 THIRD FLOOR FRAMING PLAN -AREAD 50-0.4 TYPPICAL DETAILS U] 50-0.5 FRAMINGSCHEDULES S54.0 FOURTH FLOORFRAMING PLAN-AREAA 1� S5,01 FOURTH FLOOR FRAMING PIANAREAS SF0b UPPER FOUNDATION PIAN-AREAA S54M FOURTH FLOOR FRAMING PUN - AREA C SF0.1 LOWER FOUNDATION PIAN -AREAB S540.3 FOURTH FLOOR FRAMING PUN - AREA D SF0.2 LOWER FOUNDATION PLAIN -AREAC V) SF03 UPPER FOUNDATION PIAN -AREAC S6 -0A ROOF FRAMING PLAN -AREAA S1-0,4 UPPER FOUNDATION PIAN -AREAD S6-0.1 ROOF FRAMING PLAN - AREAE SIFF-2 ROOF FRAMING PLAN -AREAC Si -1U UPPER TENDON LAYOUT PLAN - AREA A S6-0.3 ROOF FRAMING PLAN -AREAD 51-11 LOWER TENDON LAYOUT PLAN -AREAE W Si -12 LOWER TENDON LAYOUT PLAN - AREA C S74.0 FLOOR FRAMING SECTIONS Si -1.3 UPPER TENDON LAYOUT PLAN - AREA C S74.1 FLOOR FRAMING SECTIONS Si -1.4 UPPER TENDON LAYOUT PLAN - AREA D S]112 FLOOR FRAMING SECTIONS S1 -2.D FOUNDATION SECTIONS SINg ROOF FRAMING SECTIONS S1-21 FOUNDATION SECTIONS SNJ ROOF FRAMING SECTIONS SM.0 FIRST FLOOR FRAMING PLAN - AREAE URFA FIRST FLOOR FRAMING PLAN - AREAL SM.0 SECOND FLOOR FRAMING PUN - AREA A SUB Reviewing Engineer SMA SECOND FLOOR FRAMING PLAN -AREAE 07/25/2019 job Number SM2 SECOND FLOOR FRAMING PUN - AREA C EG/LD Checked By SM.3 SECOND FLOOR FRAMING PUN - AREA D GENERAL NOTES Ie z 0 z V W x V ri E U. a > rc i =U' IS 0 IS0 0 IIIIIIIIIIIII 111 ** ■ KEPHART 12555 community Is planning is architecture WALNUT STREET manner CU fusion 80E05 vv,, INTI AI IANCHOR ENGINEERING STRUCTURAL ENGINEERS 2535303 17th 51097 D ., C,150 9 33 80211 30211 Fx 303 eE e.anoc em ,ww).m I Fm O U] Z( W WV 1� 2 P1 �w k' w�, X aL�I W C-' F+i V) � P-4 W1-H Coco W U N z O 2 w1--) X W 0 � WI ih 0 No. Data Issue marzmo PERMrsuazemu 1 1YNMV A MANNER REV z )muco OWNER Project Engineer SUB Reviewing Engineer RMS Data 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title GENERAL NOTES Sheet Number SO -0.0 z 0 z V W x V ri E U. a > rc i =U' IS 0 IS0 0 PLANT FABRICATED I ENGINEERED WOOD FRAMING (Trus Joist) Pre -Engineered "plated' roof & floor trusses shall be designed to support the full dead loads &the superimposed design loads noted above, in the Wall Stud Schedule or on the drawings. Web arrangement & member ro es shall be determined by the fabricator. 1 "I -joist" members shall be as manufactured by iLevel or approved equal & shall carry ICC val for the composite section. Bridging 8 blocking shall be installed & erection requirements shall be as recommended by Bre manufacturer. Laminated Veneer Lumber (LVL): Beam Members noted as "LVL" on Brest plans shall be supplied in the net sizes as called out & shall be manufactured by Trus Joist or approved equal. The minallowable design values shall be: Modulus of elasticity(E): .................................. 2,000,000 psi Flexural stress (Flab...............................................2,600 Psi Compression Perp. to Grain(Fdromp)......................750 psi Compression Pam, to Gold Ne para)'...._....._....._2,510 psi Horizontal Shear(Fv):......................................... ...285 psi Laminated Strand Lumber (LSL): Beam Members noted as "LSL' on these plans shall be supplied In the net sizes as celled out & shall be manufactured by Trus Joist or approved equal. The min. albwable design values shall be: Modulus of elastl E :.......................................... 1 550 000 sl dry() P Flexuralshadow rp:.......rain.flFc,..erp)...................... 2325 sl ( ) P Compression Perp. to Grain(cpmp):..................... 2,1 psi Compression Pare. ro Grain (Eclipses):.....................310 psi Horizontal Shear (Fv):...............................................310 psi Parallel Strand Lumber (Ni Members noted as "PSL' on these plans shall be supplied in the net sizes as called out 8 shall be manufactured by Trus Joist or approved equal. The min. allowable design values shall be: Modulusralof elasticity s(Fl:.(E):.......................................... 2,000,000 psi Flexure stress ere. t.,....rain,(Fei erp)...................... 752,900 psi Compression Perp. to Grain (Foperp)'._._._..._._..... 2, 0 psi Compression Para to Grain (Fc,para)'_______._ 29 00 psi HorizontalShear (24F -VF) __.. -_290 psi manufa XB by Rest . Members noted as XB" on these laps shall a is supplied a n iM1e net sizes as called oul8 shall be ( )( ) P PP manufacturetl by Roct side or acing upward equal Contractorforisresponsible note X -Beam is not a uniform product full tlep(M1 8 must be installetl cal the hereat sitle facing upward. Contactor Is responsible for verifying all X -Beams are installed in the correct orientationere iM1e manufacturers recommer.tlalions. The min. allowable design values shall be: P 9 Modules . . . stress elasticity : (E) ... .... ... .... .............. .... ......_1,800,000 psi Flexural stress Fb:..................................................2400 psi Tension Zone Flexure) stress(Fb):.......rain.flFc,..erp)...................... 1,850 Psi (Compressive Zone) Compression Perp. to Grain (cpmp):..................... 1,8 psi Compressionlib Pare. ro Grain (Eclipses):.....................2650 psi Horizontal Shear fFvt:...............................................285 osi STRUCTURAL ERECTION & BRACING REQUIREMENTS The structural drawings Illustrate the completed structure w/ elements In their final posfllons, property supported & braced. These construction documents contain typical & representative details to assist the contractor. Details shown apply at all similar conditions unless noted ourselves. Although due diligence has been applied to make the drawings as complete as possible, not every armed is illustrated, nor is every exceptional condition addressed. All proprietary connections shall he installed in accordance cal the manufacturers recommendation. All work shall be accomplished in a workmanlike manner & in accordance wl the governing building code, Ideal amendments, & local ondinances. The general contractor Is responsible for coordination of all work, including layout & dimension verification, materials coordination, shop drawing review, 8 the work of subcontradoa. Any discrepancies or omissions discussed in the course of the work shall be immediately reported to the architect for resolution. Continuation of work without publication of discrepancies relieves the arcM1itect & engineer of all liability. Unless omerwise Specifically indicatetl the Structural Contract Documents do not describe means methods techni ues or q sequences tr construction. The Coefor Me In the proper sequence, shall services proper shoring 8 bracing as maybe required during construction 8 is responsible for the procurement of all engineering serWces required to achieve the final completed structure. The contactor in the proper en, & shall perform or tr mon. all work k shall a To achieve the final completed P P erg P P necessary P structure, 8 to protect the structural, workmen, & others during construction. Such work shall include, but not be limited to, bating, shoring for construction equipment, shoring for excavation, formwork, effect of safety devices 8 programs al all elemesupport & bacons for canes st outer erection equipment, 8 the cement effects of thermal variations on structural al elements& connections during construction. Do not backfill against basementorretaining walls until supporting slabs&Moor framingare place anchored adequate tate Temp isaingStructural steel famesare P Y 9 9 provided. & any other supports perAISCemen Cotler of lace h Practice. Temporary bracing shall remain in place until all Floors, walls, roofs & se other vi supporting elements are is lace. The archived & engineer bear no responsibility for the above items 8 Y Pp 9 P 9 P ty observation visks to c the sive do not in an way include inspection of them. Y Y P WM1ere ethe or continuous inspection is required by these documents, governing r are rig cotle, local heamendmentsinspector pector, ha bhp responsible ordinance, iM1e owner shall employ an independent inspector certifistl in the radicular area of concern. The Ins or sM1all be P Y P P P Ped responsible ro, It report to, the architect 8 building department. SHOP DRAWINGS & SUBMITTALS Review of shop drawings by the Structural Engineer Is to establish general conformance of the shop drawings cal the Structural Contract Documents. No responsibility is assumed by the Structural Engineer for conecmess, dimensions or needs. All min. conditions & requirements specified on the Structural Contract Documents or In the governing bull code & referenced standards shall be met regardless of the Information indicated on the shop drawings. The contractor bears sole responsibility for ertore omissions & code requirements associated wl the sho drawings &thea application of Me information W q P 9 PP therein. Shop drawings will ber dr reviewed one ice time by Anchor Engineering, Inc. (AEI) for conformance review thre w/ the Stadurel Contact Documents. If shop drawings are indicated of ru AEI as Revise 8 Resubmit, AEI will review the result in a oral for Incorporationcra of the redlined Items only. Further review of structural submittals Agirs is beyond these indicated will result in additional fees chargetl on an noutly basis at AEI's sane copyrighted rates per the project Agreement. Construction Documentsareso :rued&ed&nolbere reproduced plans ono details. PY g P P P All she ed sub on tis win a Rural be checked &scam stamped b the a (1) Gerhart tonhactor nor lh submisy sets Engineer's P 9 P Y P 9 e' Unchecked f submittals will be sign, Co creta review. Furnish one (1) electronic intwo (2) hartl copy sets of shop 8 erection drawings for Concrete Mix Design, Concrete Wood Reef Steel, Masonry Ring and Li Structural Steel, Structural Steel Connection Design, Wood Floor Trusses, Wootl Roof Trusses, Metal Decking entl Light Gauge Steel to Structural Engineer for Submit in riotlyfabrication. v to Submit in a timely manner permit len (10) working days for review by Structural Engineer. Requests for the modification of plans or s suggested ch shall be clearly marked. in waiting. Shop drawings, submitted for review tlo not constitute "in writing" unless specific suggested changes are clearly sponseIn any event, such changes by means of the shop tlrawing submittal or request for informationittimprocess become the responsibility of the one initiating such change 8 shall he contras Anchor Engineering, Inc. fir time 8 expense incurred,design for making the requested modifications. The contactor shalt allow for adequate time for the review, design & tleailing of requested modifications or repairs in the construction schedule. Review of shop drawings by the Engineer of Record is a courtesy a does not relieve the supplier of requirements indicated in Me Structural Contact Documents unless s BCL6rall noted otherwise in writin b [M1e reviewing engineer. p y g y g ngine STRUCTURAL OBSERVATIONS Structural Engineer shall make periodic observations of the construction during placement of foundation 8 erection of struetual framing. The purpose of the observations shall be to become generally familiar cal the quality of work of the contractor in order to determine general conformance wl the contract documents. Such observations shall not replace required Inspections by the governing authorities or serve as "special Inspections" as may be required by Chapter 17 of the governing building code. The contractor shall notify the Structural Engineer at the following stages of construction so that these observations may be made: a. Prior to placing foundation concrete (after reinforcement placement). It. Prior to placing Post -Tension slab concrete (after strand & mild reinforcement placement). c. Prior to grouting structural masonry walls (after block & reinforcement placement). d. During erection of each level of structural framing. e. After completion of all structural framing erection (including permanent bracing). L After met deck has been placed & connected (before roofing operations) Notification for observation shall be given to the Structural Engineer at least 24 hours prior to the time the observation Is needed The Structural Engineer may not make observations at each notification & lack of observation shall not stop progress of construdion nor shall Me observation indicate owners acceptance of all work related ro the observation. SHRINKAGE Shrinkage of dimensional lumber due to loss of mdsture content will occur and must be accounted for in the design of MEP systems. Cracking of drywall and tlrywall pints should be anticipated anti allowances made as part of the typical maintenance of the structure. Estimated Shrinkage: • Shrinkage from floor to floor: Roughly %" • Cumulative shnnkill ai4-dory areas: Roughly IV • Cumulative shrinkage at 5 -story areas: Roughly l%" MATERIALS TESTING REQUIREMENTS - Testing & Inspecting: Owner will engage a special Inspector & qualified testing & Inspecting agency to perform field tests & inspections & prepare test reports. CONCRETE: Teal of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements: 1. Testing Frequency: Obtain one sample for each days pour of each concrete mixture exceeding 5 cu. yd., & not less than one sample for each 100 ram yd. or faction thereof. 2. When frequency of testing will provide fewer than five compressive -strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used. 3. Slump: ASTM C 14TC 143M, one test at point of placement for each sample, but not less than one test for each day's pour of each concrete mixture. Palo" additional tests when concrete consistency appears to change. 4. Air Content: ASTM C231, pressure method, for normal -weight concede ',one test for each sample, but not less than one lest for each day'spnu r of each Concrete mixture. 5. Concrete Temperature:ntASTM C 1064IC 1 ite ser one test M1Oud when air temperature is 40 deg F &below 8 when 80 Y P 9 degF 8 above & one lest far each composite sample. P P 6. Compressivea mi ng f Tests: mold the cylinders; per ASTM C31 8 test me ken Mor per ASTM C39. a. Provide a min. of four 6x12 (or five 4x8) cylinders from each sample taken. More cylinders may be taken at Contractors optionor for determination of compressive strength for stressing operations. b. Test onekles for der at 7 days Me tests (other than for stressing operations) are lne cylinder in re erve. c. Test one cylinder si ]days 8 two 6x12 ll three 4x8) cylinders at til days. strength one a set of reserve. tle A 28RJay compressive strength test shall tested the average compressive strength from a set of Iwo 8x12 (or three 4x8) cylhofeaobtainedfromsame sample atsfactoyi the of 28 days. 8. Strength a each hncrero mixture will iv satisfactory if the average of any three consecutive compressive -strength tests equals or exceeds th by m compressive strength & no compressive strength test value lolls below specified compressive strength p more than 500 psi. 9. Teti results shall be reported In writin to Engineer, Architect concrete manufacturer 8 number, date of 48 hours of P 9 testing. Reports of com re e -siren (M1 tests shall contain Proed identification b name 8 number, date of concrete 9 P P ssv 9 1 placement, 28 da of concrete testing propounds agency, locationofconcrete batch in strength, design compressive strength at 28 tlays, concrete mixture proportions 8 malenals, compressive breaking strengiM1, &type of break for both ]- & 28 -day iasis. 10. slump, air Tests: Testing 8 inspecting agency shall make additional rosin d concrete when test results indicate that slum air entrainment compressive co stren ohs or deter requirements edequacy of not been met a i ing cued b Architect p• P 9Y Testing &inspecting agency may cybrid [tests to determine TMC 4cy of concrete w/ remaining cylinder specimens after Ar day tests are conducted, hretl cylinders complying cal ASTM C 42IC 42M or by other methods as tlirectetl by Architect. 11. Additional testing &inspecting, at Contactors expense, will be performed to determine compliance of replaced or additional work cal specified requirements. 12. Correct Hour & sea In the work that test reports & inspections Indicate does not comply w/the Contac[ Documents. 13. Measure flhr8 slab flatness within 48 hours of (Dishing. MASONRY: 1. Grout shall be placed one akar inspectors have venfetl compliance of routs aces 8 cedes sizes &locations of P Y ce P 9 P 9 reinforcement. 2. Testing Frequency: One Set of tests for each 5000 psq.ro idofwall area orp 1,10. thereof. 3. Concrete Masonry Unit Test: For each type of unit provided, per ASTM C 140. 4. Modal Test For each mix raided, per ASTM C 780. Test mortar for mortar air content 8 compressive stren N. P P P 9 5. Grout Test: For each mix provided, per ASTM id 1019. Test grout fir compressive strength. 6. Prism Test: For each type of construction provided, per ASTM C 1314 at 28 days. WELDING: 1. Partial 8 complete pint penetration welds shall have magnetic pedicle inspection in accordance w/ ASTM E709 performed on roof pass 8 on finished weld. TYPICAL FOUNDATION NOTES (Post -Tensioned Slab on Grade) The Post -Tensioned Fill slab shall be plaked one polyethylene vapor harder. All post -tensioned cables to be Y2'0 270 ksi - low relaxation tedstrands. Post -tensioned los space tendons such Nal the are not located below interior load bearing walls. Pa 9 Provide %"a anchor bolts @ 32' o.c. bolls F In all eases provide (1) anchor bolt within 12" of plate comers & sole a ends ema mbedded safe) f - into a min, of (2) anchor bolts per sole R. All anchor bolts shall have 1Y-0 plate wasM1ers 8 shall be embetltletl a min. i ]" into concrete w/ a T slab IN. Pro Civil Plans for by of5"PT slab elevation (elevations indicated slaon plan are for reference only). Provide Refract f barriers (6 all min. thickness) below PT slab-omgretle, typical. Re: Soils Re d for re in e re ration. W fig P Pa Broom finish all concrete in exterior entryways 8 rpaces. ed Slope top a cons. from %, hie edge of patio door b edge of concrete, typical. gar Arch for exact patio for extents 8 slopes. Slope all garage slabs els min., or as of hit, in arch. drawings from back s garage to front. s for Arch for extents of slab. Provide #3 hairpin dowels x 1'6' at top of nb,'rf PT slab is placed in No pours (Refer to sections for atltlitional'mrormafion). TYPICAL FLOOR FRAMING NOTES Floor deck to tea 2%f T & G APA Rated (Exposure 1) mod structural panels, APA Span Rating 48124. Glue & nail wl 1 O nails @ fi" o.c. at etlgss 812" od. at intermediate supports, u.n.o. Stagger structural sheathing and joints, typical. Provide all temporary 8 permanent basin &blockin for floor framin members as required manufacturer. p r w p own g g g q y All dashed interior walls shown idplan are located below floor framing. Full tiepin blocking shall be provided l all bearing conditions, shear walls, 8 cantilever conditions as well as at any locations recommended by a material or product manufacturer. TYPICAL WALL FRAMING NOTES Refer to Wall Stud Schedule for stud species, grade & spacing unless noted otherwise. Sheath bound ry,edwells cal wood supports APAS amass 2the war wall Schedule parvel/e P 9• P 9 @ Black bouanel etlgss812"onceat intermetliatesupPods unless noted otherwise in the shear wall schedule &framing plans. Block all panel edges typical unless noted otherwise. Sheath all uds for shear walls par Snead Wall Provid le 8teamingplans. All a studs to be continuousio flap length Provitle solitlb or between floors , cel. gang g ypi In late splices shall have a min. la len h Ofr no cal 8 lea er 12 3"x0.131" nails typical unless noted otherwise. P P P P 91 O ( I YP Intheevent wherewall top P's are Inroruprodorails on each than 50r ofthe plate width, provide a Simpson CS16 strep with sufficient length b allow (1018tl or (8)104 nails on each sitle of interruption or notch. Location of one first nail shall be a minimum of iy" from the Interruption or notch, typical.Holtlown stud packs shall stack from floor to floor to allow holdown hardware a continuous load path down to foundafion. Transfer of holdown forces from stud pack to stud pack through sheathing is not permitted TYPICAL ROOF FRAMING NOTES Sheath roof w115/f APA Rated (Exposure 1) wood structural panels, APA Span Rating �/16 with the following attachment. • Where VULT < 130 mph, within 48" of roof edge, nail wl 1 O nails @ 6" me. at panel edges & at W mc. at intermediate supports unless noted of ars tee. • Where 130 mph a VuLT < 140 mph, within 48' of roof edge, nail wl 1Dd nails @ V due. at panel edges & at 4' out. at intermediate supports unless noted otherwise. • For all wind speeds, beyond 48' from roof edge, nail w/ 1 Od nails @ 6" than at panel edges & at 12" o.e at intermediate supports unless noted otherwise. All panel edges shall be staggered. Provide all temporary & permanent bracing & Mocking for roof trusses as required by truss manufacturer. Dot hatched areas on roof plans indicate ovedraming w/ pre -manufactured roof trusses. Provide Simpson STC Roof Truss Clips between bottom chord of roof truss & top plate of non-bearing walls, typical. ADDITIONAL NOTES FOR OWNER & CONTRACTOR Multi-srory wood structures have an increased possibility of developing drywall cracks over a duration of approximately the first year. Drywall cracks may result due to a host of reasons including but not limited to wood shrinkage in dry dimates, differential foundation settlement within allowable limits specified in the soils report, & increased likelihood of slab shortening under post -tensioning forces. This type of drywall cracking is common & shall generally occur along tape pints of the wall panel. It is recommended that this type of cracking is anticipated It allowances are made for repair. QDEFERRED SUBMITTALS 2 Unless specifically detailed herein and/or specified on the structural contract documents, the following items have not been designed by Anchor Engineering, Inc. Design & construction of these elements, when not expressly Shown on the Structural Contract Documents, are the responsibility of the General Contador. These elements are considered design -build & the General Contractor shall submit plans & calculations to our office for review. The plans & calculations must be sealed & signed by a Professional Engineer licensed in the slate where the work Is being performed unless noted otherwise. Connections to post-tensionsed concrete must be designed by the specialty engineer for the applicable deferred submittal building element. Shop drawings must be submitted for coordination & review by the General Contractor & review by the Engineer of Record prior to construction of the first posttensionedslab. • Wood Floor Trusses • Wood Roof Trusses • Structural Steel Connections • Miscellaneous Steel Assemblies (Including but not limited too Stairs, Handmils, Guard Rails, Balusters, Half -Walls, Balconies, Awnings, Sun Shwtles, Canopies, Set ) All Landscape Features & She Work Including but Not Limited to Site Retaining Walls, Planters, Arbors, Shade • Structures, Walkways, etc. Precast Panels (Including Connections to Superstructure) Precast Framing Elements (including Connections to Superstructure) • Rammed Aggregate Pier Soil Improvement LOOSE LINTEL SCHEDULE OPENING SIZE LINTEL SIZE BEARING EA END 5-6- OR LESS L4XXW4 d" OVER SRI' THIRD B'6' L4XZx3Xxy d" OVER V-3' THIRD T-0- L4x3XXK @' OVERT -0 -THIRD 91 Lbx3Y3% 6' OVER TF0' THIRD 14'-0" L7x4x% 8" OVER 14'6' THIRD IICV MCBxiB]` 8" NOTES: 1. PROVIDE ONE STEEL ANGLE OR ONE STEEL BEAM FOR EACH 4' THICKNESS OR LEM OF MASONRY. 2. ALL ANGLE LINTELS SHALL HAVE 318'LEG HORIZONTAL. FOR THE Ux,la THE 4" LEG SHALL BE HORIZONTAL. 3. FOR STEEL LINTELS WITH OPENINGS LARGER THAN B'-0', PROVIDE (1) §§"6 x 1'6" ANCHOR BOLT M. END. 4, PROVIDE SOLID MASONRY OR GROUTED CELLS 1V BELOW BEARING ELEV. TYPICAL, EXCEPT FOR OPENINGS OVER 8'-0" WHERE A JAMB GROUTED FULL HEIGHT SHOULD BE PROVIDED. 5. FORVx4x°/3 LINTELS, NO MORE THAN 4'L" OF BRICK ABOVE IS ALLOWED. SHOULD THIS CONDITION NOT BE MET, CONTACT ANCHOR ENGINEERING, INC. FOR AN APPROVED FIXILINTEL. 6. FOR MCBxi&7 LINTELS NO MORE THAN 6'6' OF BRICK ABOVE IS ALLOWED. SHOULD THIS CONDITION NOT BE MET, CONTACT ANCHOR ENGINEERING, INC. FOR AN APPROVED FIYJLINTEL. REBAR MARK CONVERSION "Soft MCOiRcal BAR SIZE DESIGNATION BAR DIAMETER U.S. SI in. mm #3 #10 .375 9.5 #d #13 .500 127 #5 #16 .625 159 9 #19 .750 19.1 #] #22 .875 22.2 p8 #25 TWO 25.4 p9 #29 1.128 28.7 #10 #32 12]0 32.3 #it #36 tA10 35.8 U.S. GRADE 60 = $I GRADE 420 4 U.S. GRADE 40 = SI GRADE 300 REBAR SPLICE LENGTHS IN. CLASS'B"TENSION SPLICES fc=,tN0gai 77 CONC COVER -1" CONG COVER -1J$" CONG COVER -2' BAR SIZE TOP BOTTOM TOP BOTTOM TOP BOTTOM #3 16 16 16 16 16 16 p4 20 16 20 16 20 16 #5 29 22 24 19 24 19 16 40 31 29 22 29 22 #7 M 50 48 37 42 33 q8 80 62 60 47 48 37 0 58 76 74 57 60 46 #10 119 92 91 7D 74 57 #11 141 106 IN N 89 68 EMBED PLATE SCHEDULE HOEDOWN EMBEDflTYPE ANCHORSTUDS HDI, HD2 & HD3 I4 'x8' HA.S. ( )x HOT &HD5 II (3) MAW' GR. A706 GAS NOTE: 1. EMBED B TYPE II SHALL BE CAST IN PLACE wl THE PT TRENCHES. T 0. EMBED R=TO, SLAB. 2. REa 13B0-02 SHEET FOR EMBED ORIENTATION AT ADJACENT HOLDOWNS LOCATION WITHIN PARTY WALLS. Z'. A" Z'.. 2Y" (2)@W4a' - YfYX- N)Y2's 'HA.S. N I I m p3)34T 706 D.A.S., vvP COMMON ABBREVIATIONS w/UPWELDSEMBEDB cal UP WELDS EMSED@TYPEI EMBED IF TYPE II HOLDOWN SCHEDULE TYPE HOEDOWN MODEL FOUNMIN. EDGE [MIN.END ENDLENGTHONANCHOW #VERT. STUDS DISTANCE DISTANCE SPACING EMBED. LEVEL OF FRAMING HDU25D52.5 %`0 THREADED ROD (2)2x4 or(2)2x6 N/A N/A N/A N/A 3b FLOOR TO 2nd FLOOR (9'-1"MAX.) HDU 43DS2.5 %"a THREADED ROD (3)2x4 or(2)2x6 N/A N/A N/A N/A TYP. INTERIOR PARTY WALLS: HDU88DS2.5 %fit THREADED ROD (4)2x4 or(3)2x6 N/A N/A N/A N/A FO 2M FLOOR TO FOUNDATION (11'-1'MAX.) HDU11-SD52.5 IVTHREADEDROD (5)2x4 or(5)2x6 NIA NIA N/A N/A J HDUIiSD52.5 IVTHREADEDROD OF 6x6 NIA NIA NIA NIA 2ndLFLOOR hit 11'-1"MAX. CS16 Id' (2)2x4 an(2)20 NIA NIA NIA NIA 4th FLOOR TO FLOOR (g --"MAX.) CS14 19' 2 2x4 an 2 2x6 II (I NIA NIA NIA NIA id FLOOR TO FOUNDATION (9'-1' MAX.) RTO FO NDATI CMSTCI6 25' 3 2x4 an 2 2x6 II (I NIA NIA NIA NIA HD9 CMST14 34' (4)2x41x Q)2A NIA NIA NIA NIA HD10 CMST12 4d' (3)2x6 NIA NIA NIA NIA fol HD19 �'d THREADED ROD DF 6x6 NIA NIA NIA NIA HD1 � Do 1I Mark NOTES: 1. REFER TO GENERAL NOTES SHEETS FOR HOLDOWN DETAILS& EMBED REQUIREMENTS. 2. ALL HOLDOWNS ON PLAN ARE TO BE INSTALLED @LEVEL SHOWN. PLACE HOLDOWNS@ CORNER STUDS, TYP. U.N.O. 3. ALLHARDWAREBYSIMNONSTRONG-TIETYP.U.N.O. AT CONTRACTORS OPTION REPLACE wI APPROVED EQUAL. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING REOD FASTENERS S INSTALLATION PROCEDURES. 4. IF FIELD CONDITIONS FALL OUTSIDE OF LIMITS INDICATED IN THE TABLE MOVE, CONTACTANCHOR ENGINEERING, INC. FOR WALL SND SCHEDULE LEVEL OF FRAMING WALL STUD DESCRIPTION WE. EXTERIOR WALLS: RE: PLAN ROOF TO 4th FLOOR (10'-1'MAX) 2x8 HEM -FIR #2@1Vme. 4th FLOOR TO 3M FLOOR (V -1 -MA)[.) 2x8 HEM -FIR #2®Try out 3b FLOOR TO 2nd FLOOR (9'-1"MAX.) 2x8 HEM -FIR #2@IM out 2nd FLOOR TO FOUNDATION (11'-I'MA%.) 2x8 HEM -FIR #2@IV ecu 2nd FLOOR TO IM FLOOR (11'-1"MAX.) 2x8 HEM -FIR #21 IVec. 1 st FLOOR TO FOUNDATION (9'-1'MAX.) 2x6 HEM -FIR #2@IV o.c. TYP. INTERIOR PARTY WALLS: A.F.F. ROOF TO 4th FLOOR 10'-1'MAX. 2x6 HEM -FIR #2 @ tryout. 4th FLOOR TO FLOOR (T-1- MAI 2x6 HEM -FIR #2@tryout. 3N FLOOR TO 2n FLOORNh MAX. ( I 2x6 HEM -FIR tryout. � FO 2M FLOOR TO FOUNDATION (11'-1'MAX.) 2x6 HEM -FIR #2@16"o c. 2rd FLOOR TO hat 11'-1"MAX. 2x6 HEM-FIR#2 16" o c. id FLOOR TO FOUNDATINDATI ON (9'-1' MAX.) 24 HEM-FIR#2 @ 16" o c. WE. INTERIOR BEARING WALLS: EA. ROOF TO 4th FLOOR (10'-1'MAX) 2x8 HEM -FIR #2@i6C me. 4th FLOOR TO 3M FLOORS' -1 -MAX. 2x8 HEM-FIR42Try me. 3M FLOOR TO FLOOR (N MAXI 2x8 HEM -FIR #2 @ FO (I 2nd FLOOR TO FOUNDATION (11'-1'X.) IT ec 2x8 HEM -FIR #2@IT 2ndLFLOOR hit 11'-1"MAX. ecu 2x8 HEM-FIR#2 iTo.c. TO FOUNDATION id FLOOR TO FOUNDATION (9'-1' MAX.) 2x6 HEM -FIR #2 @ IT o.c. CORRIDOR WALLS: E ROOF TO 4th FLOOR 10'-1'MAX. 2x6 HEM-FIR#2 @ tryout. 4th FLOOR TO FLOOR (g --"MAX.) 2x6 HEM -FIR #2@tryout. 3N FLOOR TO 2n FLOOR ( I 2x6 HEM-FIR#2 tryout. � FO N(11'-1' 2M FLOOR TO FOUNDATION (l1'-1"MAX.) 2x6 HEM -FIR #2@16"o c. fidLFLOOR (11'-1"MARX. 2x6 HEM -FIR #2@16h oc. id FLOOR TO FOUNDATION (9'-1' MAX.) RTO FO NDATI 2x6 HEM -FIR #2 @ i6" o c. STAIR TOWER WALLS: T.O.C. ALL LEVELS (I i'6" MAX.) 2x8 HEM -FIR #2@ITme. l= LOAD BEARING 2x6 HEM -FIR #2@17 oc, Si W2 LOAD BEARING (2)2x6 HEM -FIR #2@16'me. OR 2x6 HEM -FIR #2 @ V O.C. il= LOAD BEARING 2x4 HEM -FIR #2@IVoc. 2TlN4 LOAD BEARING 20 HEWER #2@ITca. ll=)f LOAD BEARING (2)2x4 HEM -FIR #2@16'o c. OR 2x4 HEWER #2@ 8 -So. SilN6 LOAD BEARING (2)2x4 HEM -FIR #2 @ IT So. $TWI LOAD BEARING (2)2x4 HEM -FIR #2 @ 10- sa STUD SPECIES, GRADE, OR SPACING INDICATED IN PLAN TAKES PRECEDENCE OVER INFORMATION CONTAINED IN THE WALL SND SCHEDULE. STUD WALLS INDICATED IN PLAN TO HAVE A SPACING VARYING FROM THAT INDICATED IN THE SCHEDULE SHALL BE OF THE SAME SPECIES AND GRADE AS THE SCHEDULE INDICATES FOR THE CONDITION OF THE SPUDS SHOWN IN PLAN (i.e. INTERIORIEXTERIORILOAD BEARING) DESIGNATED SPUD WALLS STOW# TO BE CONSTRUCTED BELOW LEVEL IN WHICH DESIGNATION MARK APPEARS. AEI ANCHOR ENGINEERING, INC. STD. STANDARD RE: PLAN REFER TO PLANS OR GENERAL NOTES T.O.W. TOP OF WALL RE: ARCH REFER TO ARCHITECTURAL DRAWINGS B.O.W. BOTTOM OF WALL RE: CIVIL REFER TO CIVIL DRAWINGS BOT. BOTTOM E.O.R. ENGINEER OF RECORD A.F.F. ABOVE FINISHED FLOOR U.N.O. UNLESS NOTED OTHERWISE O.H. OPPOSITE HAND TYP. TYPICAL VERT. VERTICAL SIM. SIMILAR HORIZ. HORIZONTAL EA. EACH CONC. CONCRETE REQ'D. REQUIRED A.B. ANCHOR BOLTS REQ'M. REQUIREMENTS CJ CONTROL JOINT F.V. FIELDVERIFY E PLATE SEN. BEARING It CENTER LINE MANUF. MANUFACTURER w/ WITH P.T. PRESERVATIVE -TREATED @ AT T.O.C. TOP OF CONCRETE It AND B.O.C. BOTTOM OF CONCRETE PLAN LEGEND - DENOTES INTERIOR BEARING WALL ABOVE & BELOW w/ TRUSSES TERMINATING @ WALL, TYP. U.N.O. - DENOTES INTERIOR BEARING WALL ABOVE & BELOW w/ TRUSSES SPANNING CONT. @ WALL, TYP. U.N.O. - DENOTES FLUSH FRAMED HEADER, TYP. U.N.O. DENOTES INTERIOR SHEAR WALL, TVP. U.N.O. - DENOTES BEARING WALL ABOVE & BEARING WALL BELOW ---� -DENOTES WALL BELOW TRUSS HOLDOWN SCHEDULE 1,2 PLY UPLIFT LOAD HOEDOWN REOD FLOOR-TOFLOOR STRPP 3'° FOUNDATION ANCHOR' ALL <4Nlbs HZ5T WA NIA 1 <1015Its HIDA WA NIA ALL <2250Its (21 HTSM C814 HDU2.5052.5 1,2 <1620Its LOU6 C814 HDU2.5052.5 3 <2920Its LGIIMI) .5 CMSTC16 HDUS5052.5 2,3,4 <M85Its MGT cal HDU45DS2.5 (2)CS14 HDUS5052.5 3,4 <M25Its III wl(2) HDUSSOS2.513 CMST12 HHDfi-SDS25 NOTE: 1. ALL HARDWARE BY SIMPSON STRONG-TIE,TYP.U.N.O. AT CONTRACTORS OPTION, REPLACE w/ APPROVED EQUAL. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING RECD FASTENERS & INSTALLATION PROCEDURES. 2. IF UPLIFT CONDITIONS FALL OUTSIDE THE LIMITS INDICATED IN THIS TABLE, CONTACT ANCHOR ENGINEERING, INC. FOR ADVL. RECOMMENDATIONS. 3. REFER TO HOLDOWN SCHEDULE FOR FOUNDATION ANCHORIEND LENGTH MON. RE: MANUF. FOR ADDITIONAL REO -M. Ifni d. FLOOR TO FLOOR STRAPS SHALL BE INSTALLED@ EACH FLOOR LEVEL OF THE STRUCTURE. LOCATE STRAP DIRECTLY BELOW TRUSS BEARING. 5. PROVIDE MINIMUM (2) NVERTICAL STUDS BELOW TRUSS. TWISTSTRAPSTOTWISTTOEXTENDVERTICALLYDOWNSPUDSONE STRAP PER STUD. 6. AT SINGLE PLY MUSS PROVIDE 2x BEARING BLOCK x 1'-6'. BEARING BLOCK TO MATCH BOTTOM CHORD DEPTH OF PRE -MANUFACTURED ROOF TRUSS. FASTEN a BEARING BLOCK TO BOTTOM CHORD OF PRE -MANUFACTURED ROOF TRUSS wI (4)104 NAILS EA. SIDE OF GIRDER TRUSS TAB CONNECTION [18111M NAILS TOTAL]. 7. x INDICATES It OF PLIES OF GIRDER TRUSS 8. STAGGER HOEDOWNS VERTICALLY SO SCREWS DO NOT CONFLICT. z rc Z Z 0 x V 2 E W 0 rc i t� PC i 0 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STRE6r DENVER, WLonanosa205 www.IzpNan.cum JA The L 61 NEERS 253517th -83a 91133cP1 3-479) D �q 303-830-9133 m �,www.encaeen9c I FM O Z W (^� V Q P1 w a az w a W coca W CO U N 0 z W CFy �oe,'.PDO'sc �� 11/1 W2tr21 :� FSS��NAL E�� No. Data Issue Mssn0 PERMrsUMICAL t 1ffiNRV tpNNEP PEV 2 naP a onI awP G RESURNITTAL ° 11N3'2111I 9E5 0 Project Engineer SJB Reviewing Engineer RMS Data 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title GENERAL NOTES & SCHEDULES Street Number SO -0.1 z rc Z Z 0 x V 2 E W 0 rc i t� PC i 0 0 U N A special inspector shall be engaged to make spedal inspections of the construction work as outlined belaw in conformance w/ the Provisions of chapter 17 of the Governing Building Code. Special inspections shall be performed by an independent, established & recognized agency approved by the building official as demonstrating competence in performing the required special inspections. The special inspector shall have experience in the inspection of the particular type of construction or operation for which Me special inspection is being performed The inspecting agency shall keep records of all inspections Performed. A copy of all inspection reports shall beprovided u the building official as well as to Author Engineering, Inc Inspection oc Nsshalls discrepancies that inspected was completed in full entosance to moatrecentapproved Structural Pe Po specify P P Ce cont Documents. Any discrepancies w/ the Structural Contract Documents all b be brought a the immediate attention of the contractor forll be allotted All required structurals for review &reiponis. shall be submittedto Anchor Engineering, Inc. & adequate time shall be allotted for by the Contractor for review 8 response. Costs incurred due 10 required corrections, A fimodificationslrert 8 time delays shall be the sole n agency to t of the contractor. ABnalre report issued the inspection enc to Strain department Documents AncM1ordiInc. P Y P agency 9 PEngineering, provided that insedetlartmentare o l Anchor Engineering, the Structural tContractntract Documents in documentation ion P 9 P provided by Me building bepadment or Anchor Engineering, Ines All Structural Contract Documents used In the special Inspection process shall cl Identified &Itemized, including dates riIssue. Inspection ngreports woo shall include Me names of personnel on site during inspection. The following work shall be inspectetl by the special inspector a: 1. to placement ll mat al inspector shall determine that the site has been Prepared incompliance w/ the soils report prior to placement of fill material 2. Special inspector shall verify load bearing requirements, fill material, IM thickness 8 moisture wntent are in accordance w/ the soils report. 3. The s Gal inspector shell verify Mein- lace dens' &moisture content of fM1e cora ailed till is in Compliance wl the soils Pe P fy P M P P report. d. The Special Inspector shall perform periodic Inspection to verify materials below shallow foundations are adequate to achieve the design bearing capacity as specified in the geotechnical report. 5. The reached proper atter shall Perform in Me inspectors to verify excavations are extended to proper depth 8 have reached ro er material all specified in Me inspections report. P P P 9 6. The Special Inspector shall perform periodic inspectionsn classify 8test rment& om action of co ]. The Special Inspector shall perform continuous inspections during placement re compaction of compadetl fill to verify use of proper materials, densities, rf lift Periodic ns specified in the geotechnical report. B. The Special Inspector shall perform periodic inspections prior to placement of compacted fill to verify Mat the site has been prepared properly as specified in the geotechnical report. 9.c The Special Inspector shall Perform an other ins Cions required b Me project eotachnicel engineer P Pe P Y PeY P I 9 9 ncrefecement Construction ofRe 1. Placement offing thercemenLS tobins eked need rsize, grade but must be tlonns, spacing, placement iscompleted P P P le prior to Closing the foss. Items io be checked include bar size, gratle, quantities, locations, spacing, bend sof mu hook length, clear cover, lap splice locations, lap splice length, field bends 8 Couplers. Bars should r than 8 free of mud & excessive rusf&must have m concrete coverage. WBltlabilif of steel reinforcing bar other than ASTM A706 shall be properY 9 determined where required. 2. Concrete Placement- The special inspector shall be present during concrete placement operations. Items u be checked include Mat the proper mix design is supplied, excess water is not embedded at site 8 concrete or contractors placing the concrete t, not oli lace reinforcementa strands or embetltletl items.location Additional items include manner of P post -tension lacement consolidation b mechanical vibration prevention hot of ache oink mer location 8 samples Oration of vertical P Y P 1 .P P 9 construction' fists 8proper curio procedures for cant or fad weather Crocheting. tennAt the time sem les are taken for M 9PP compression tests Special spec n shall be done o temperature shall be basis bar n c o noted. P P. De 3. Embedded rcher Items opr anchor inspection shall be done on a continuous basis Toren anchors, bolts edge d 8 embed laces. Items to P P to CM1ons, Concrete ncM1or narouna embedment lenng spacing between again etl edrsfances embetl late proper 9 P 9 9 P locations, concrete consolidation around aneM1ors, 8 securing of embedded items against Me hydraulic forces from concreteP lacement. 1. Special Inspection and testing shall be provided per the requirements of chapter 17 of the Governing Building Cotle, requirements provided by the anchor and/or adhesive manufacturer, and requirements provided in the associated product third party evaluation service report. st-Tensioned Slab on Grade: 1. Placement of Reinforcement - Special Inspection need not be continuous bull must be done once placement is Completed. Items to be checked Include bar size, grade, quantities, location, sparing, clear Cover, reentrant corner bars, breakout bars la splice locations & length. Bars should be clean 8 free of mud & excessive rust & must haveproper concrete P p 9 r. coverage. Weldability of steel reinforcing bar other Man ASTM A706 shall b t be on where required. 2. Posten on Tendons - Special Inspection need not be continuous but must be tlone once placement is completed 8 P P cal P during tendon echecn . 9 a. Items to be checked after placement include quantities, size, spacing, profile including chair cover, clew transitions een t n sera es sen a rvafurerequirements IGear cover ataeadentl tentlon clearnth clearances between openings p slope, cu undama 8 embedded items needed, tendon ultimate capacity. set back items include sing &fion that sheathing is undamaged or repaired as needed, maximum sheathing set back from both stressing 8 fixed ends, stressing a dead end anchor instillations & attachment & cleanliness formwork or pocket forme to well asorrect anchorage om device & da k le CGS m anchorage, verification installation 8 cleanliness of pocket former as well as anchorage device 8 coupler assembly capacities. Special inspector shall confirm that tendon placement governed over placement of mint reinforcing 8 Mat tendons are securednMehydraulic forces from concrete placement. b. Items to be checked during g t tendon stressing include that stressing equipment has proper calibration records, coned stressing force is The spa correG anchorage, shall recording of elongations 8 all repairs as required. 3. Concrete Placementcheckehes rto inspector shall a resent tier lo&tlorm concrete lacemento rations. a. Items tobe lachecked priortopededite Inclutletop edform elevation min slab depth, debris removed from forms& coined mst placement of all embedded Ramses the mix esibelow. P b. Items to checkduringplacement ie Car Malo r mix reinforcement, Ileoexcess waand not added p proper g i Supp concrete or confadors placing Me wncrete tle not displace reinforcement, post -tension vection or embedded ipeme loaAdditional items include manner of placement, n joints &rp by mechanical vibration, prevention of wltl joints, proper locationcelhallbe dee ora comer Cerin procedures anchor for cold decorating. configurationI proper 9P d. Embedded Items Special inspectedshallbe done c ocontinuousbasisfor anchor bolts studs stud rails eembed P laces. Items checked proper quantities, diameters embed plate& stud dalocation locations P P p q embedment lengths, stud lengths, con spacing between anchors, edge distances, embed plate 8 d ice mil locations 8 orientations stud rail lengths, concrete consolitlation around anchors 8 cecurin of embedded items against the h tlraulic 9 9 9 Y fomes from Coote placement. S. Post-Tensionn Concrete - Ina Post- to requirements listed above, the special sign mar shall verify all recommendations 8 requirements specified in Me Post -Tensioned Institute field, construction, 8 design manuals. i1. Masonry Construction(Nonessential Facilities): 1. The spe Inspection Inspector shall conform to c ACI 530cates for st reactions Leveused in Quality Assurance. 2. The special inspector shall collect certificates for materials used in the construction of Me masonry indicating compliance cal Me Structural Contract Documents caner toperordConstruction. 3. Asamin cperiodic special inspections shall be performed for verification ofgrout mortar and/or prism specimens, as masonry constredionbegins & poor e grouting .Itemsrequiring inspection are asfollows : e. Placement of should be de of &fee M be checked include bar size, grade, quantities, spacing, lap splice sfro g & length. Bars sM1DUM be dean &free of mea 8 excessive rust 8 shall be secured against Me hydraulic forces from rout 9 9 Y 9 Placement b. Mortar- Items to be checked include proportions of site prepared material 8 proper construction of is clean prior t c. Grout - Items to be checked include proportions d site prepared material 8 verifying grout space is clean prior to grouting. 4. The special inspector shall provide uiremenus inspection during placement uresfttaensurecompliance wl procedural construction documents 8 wile requirements including proper curing procedures for Cold or hot weather &procedural requirements for n of embedded grouting. 5. Special inspection to embetltled le ms checked be performed anchor diecontinuousdiameters, basis. Items to th checked include anchor anchor lis, studsedge di embed plates. Items to be cM1ecketl are proper anchor rotameters, embedment lengths, sparing between anchors, edgedistancesces embed plate locay prisms &grout consolidation ha around anchors. fi. Continuous tasting of masonry pritem sM1all demonstrate - required fm has be beenprovided for prior my coconstructor. constructed ]. Continuous special inspection of items indicated in section "3" above shall be provitletl for all masonry constredion where specified on plan or In general notes. Sit Construction. 1. Steel fabrication shall be performed by era registered pliance shall is approved to perform such work w/o special inspection. 2. Once the fabrication Is complete, a certificate of compliance shall l e issued by the approved fabricator to the building Strut 8 Anchor Engineering, Inc. sating that & i work was completed in accordance cal Me most recent approved Structural Contrail Documents 8 shall identify 8 itemize the documents applicable to the work as well as the associated dates Hereof. 3. Items a trading, in the field shall have special inspection li verify compliance w/ provided ran Contract Documents. Items include bracing,. at each member location 8proper application djoint details providetl or approved by Anchor Engineering, Inc. at each connection. china: 1. Materials, welding procetlures& qualifications of welders shall be verged polar to Me commencement of work. 2. At welding shall receive continuous special inspection unless covered by item'3" below. 3. The following items need not be continuously inspected but shall be visually inspected after completion of Me work: a. Single -pass fillet welds not exceeding 5116"in size. b. Floor& roof deck welding. n Welded sees when used for structural diaphragm an composite systems. d. Welded sheet steel for cold -formed steel framing members such as suds & joists. e. Welding of stairs &railing systems. I Welding tlone in an approved fabricators shop in accordance w/ the governing building Code. 4. Items to be checked are the cedificalion of the welders, welding procedures & materials, visual inspection of weld size, length, quality, quantity 8 spacing. 5. Welding inspection & inspector qualifications shall be in compliance wl AWS D1.1. b -Strength Belts'. 1. High strength bolts, nuts, washers, paint, boiled pads & Installation & tightening shall be verified by Me special inspector. 2. It shall be determined that all plies of conceded material have been drawn together & property snugged. 3. Slip critical bolt Installation (where indicated only): a. Periodic special inspection may be used provided the turn( -nut cal maahmarking techniques, direct tension indicator or alternate design astener Nxisloff bolt) methods are used. Cont. special inspection shall be provided otherwise. b. Preinstallation testing & calibration procedures shall be observed. c. Bolt installabon shall be monitored to verity the proper installation Procedure. d. Al locations where a "Class B" paying surface is specified, special inspection shall be provided to verify surface is maintained 4. Snug tight bolt installation: a. Periodic special inspection required. Wood Construction: 1. Structural engineered wood product fabrication shall be perform ld by a registered fabricator who is approved a perfos such work wlo special inspection. 2. Once the fabrication is Complete, a certificate of compliance shall be issued by the approved fabricator to the building official & Anchor Engineering, Inc. 8 the Architect stating that the work was completed in accordance w/ the mast recent approved Structural Contract Documents. 3. For metal -plate -conceded wood trusses with overall heights of 60 inches or greater, special inspections shall be provided to verify the installation of Permanent individual truss member restraintlbracing has been installed! Per the approved truss submittal package. 4. During construction,metal-plateronnected wood trusses with a clear span of 60 feet or greater shall have special inspections to verify temporary installation of restraint bracing per the approved truss submittal package. 5. Periodic special inspection shall be performed for all shear wall assemblies. Items requiring verification include size, species & grade of framing members, panel type & grade, fastener type, fastener length & fastener spacing. 6. High -load diaphragms shall have special inspection to verify the anel rade and thickness are Correct In addition the finan9P P n P 9 Refer size at li edges, nail s of high -load a d die dna length, number fastener lines and fastener otic are coned. 9 Pa 9 P 9 spacing Refer to framing plans for locations of high-loatl diaphragms'rf required. Foundation: 1. Bearing strata ecpars - Special inspection shall be provided per the recommendations of the Geotechnical Engineer and/or GeoPler Specialty Engineer. 2. Footings/Mals & Reinforcing -Refer tote "Concrete" special inspection section for requirements. GENERAL SHEAR WALL NOTES: • ALL PANELS BACKED w124NCH NOMINAL OR WIDER FRAMING. • WHERE WOOD STRUCTURAL PANEL SHEAR WALL PANELS ARE APPLIED ON EACH SIDE OF WALL WITH NAIL SPACING OF LESS THAN 6" ON ONE OR BOTH SIDES, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR Y NOMINAL OR GREATER FRAMING MEMBERS MUST BE USED AT PANEL EDGES AND ALL NAILS SHALL BE STAGGERED. • BLOCK ALL PANEL EDGES & PROVIDE EDGE NAILING @ ALL SUPPORTS & ALL PANEL EDGES U.N.O. • PANELS MAY BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. • SPACE ALL NAILS AS INDICATED IN THIS SCHEDULE. • SHEATHING& NAILING INDICATED FOR SHEAR WALLS SHALL CONTINUE ABOVE AND BELOW OPENINGS IN SHEAR WALLS. • SHEAR WALLS INDICATED IN THIS SCHEDULE ARE TO BE CONSTRUCTED BELOW ROOF OR FLOOR WHERE SHEAR WALL IS SHOWN ON FRAMING PLAN. • MINIMUM NAIL SIZES ARE AS FOLLOWS: 6tl COOLER (0.086"0,1%' long, 0.2NE hod) 6d COOLER (0.092"0, 1%" long. 0250' head) 8e COOLER 0.113"0'Iong. 0.281' heal z Btl0.131"0 "Iong• 0.281 -hank I Ifid 0HOR "Ion 0.L HAVEad I dv2 9. I • PLL ROVIDE DBL 2x ANCHOR BOLTS D w/ 1W NAIL I Y4'0 4' a c.) WASHER. • PROVIDED INR RUN. SCHEDULE SOR ADc.)@ALL SHEAR WDLL ALL EAR INPLAN. RE: HOLDOWN SCHED ULE FORSPLIC SPLICES IN • PLL SHEAR WALLS SHALL HAVE DBL 2x TOP R's. LAP SPLICES IN TOP Rs SHALL BE SPLICEN. UP TDBL. WeES(16T T Ltl NAILS@16'o.c., cal (8)18d NAILS EACH SIDE OF SPLICE LI LAP SPLICES (16 TOTAL). • HOEDOWNS ANCHOR SECTIONS&DETAILS FOR ADDI.. INFORMATION REGPRDING NOL SHEAR SSHEATHED BOTH • FOR SHEAR WALLS SRUTNEDESS,TOPSIDES AND BH 0MWALRUCTURALPALL HAVE AND FASTENING AT 3" EA 0R LESS, TOP AND BOTTOM WALL PUTES SHALL HAVE NO PENETRATIONS GREATER THAN 116. • NOTEDBLOCKING NOTED HE SHALL PRESSPPLY TS SUI E LOCKING,ULL BL OF S EM G PANEU , • BLOCKING NOTED MOSSES REPRESENTS TC RE: SOLIDDSECTIO,BLOCKING PANELS, ENO WALL FLOOR TRUSSES ETC. TO PLANS AND SECTIONS. • SOLE'. HORIZ. WOOD R ATTACHEDTO OF ETE TION LLATE SLAB. • BOLE E. HORIZONTAL WOOD E AT BOTTOM OF FRAMED WALL AT EACH LEVEL. • AT ANCHOR BOLTS, PROVIDE (1) BETWEEN 4$' AND 12' OF ALL WALL CORNERS& SILL PLATE ENDS AS WELL AS A MINIMUM OF (2) PER SECTION OF SILL PLATE. • AT POWDER ACTUATED FASTENERS (PAR), PROVIDE (2) WITHIN T OF ALL WALL CORNERS 8 SILL PLATE ENDS AS WELL AS A MINIMUM OF (4) PER SECTION OF SILL PLATE. ALL P.AF.'s SHALL HAVE 1Y' MINIMUM EMBEDMENT IMO CONCRETE. SHEAR WALL LOCATIONS: PERIMETER WALLS (ALL LEVELS): SHEATH EXTERIOR cal Xts" WOOD STRUCTURAL PANELS w/ 8d NAILS @ V ox. PANEL & BOUNDARY EDGES & IT o.c. INTERMEDIATE SUPPORTS. @ @ SHEATH INTERIOR wl BOUNDARY GYPSUM WDLL BOARD U COOLER NAILS @ ]' out. SILPANEL & CONU BOUNDARY EDGES &INTERMEDIATE SUPPORTS. SILL R CONN.: PERIMETER: PROVIDE X'O x T MIN EMBED ANCHOR BOLTS @ SITac. SOLER CONN TO BLOCKING: IM NAILS @ 3"o c. OR SIMPSON AM ANGLES @ 8" o.c. BLOCKINGCONN. TODOUBLETOPR: USE NAILING OF SOLER CONN. TO BLOCKING INDICATED FOR SHEAR WALL BELOW. TAI WHERE SPECIAL SHEAR WALLS ARE NOTED IN RUN. SHEATH AS INDICATED BELOW: X16" WOOD STRUMFt PANELS w/ M NAILS @ 6" D.C. @ PANEL & BOUNDARY EDGES 812" 0.0, @ INTERMEDIATE SUPPORTS. SILL IY CONN.: SW1 PERIMETER: PROVIDE X6'0 x T' MIN EMBED ANCHOR BOLTS @32'ec. INTERIORDI: PROVIDE 0.145'0 HILTI X-CP72 PB S23 (OR EQUIV) @ 8' o.c. SOLER CONN. TO BLOCKING: 16d NAILS @ 4'o.c. OR 8d TOE -NAILS @ 3" o.c. BLOCKING CONN. TO DOUBLE TOP R: USE NAILINGOF SOLERCONN.TO BLOCKING INDICATED FOR SHEAR WALL BELOW. ' "WOOD STRIJ IDRAL PANELS w1 M NAILS 4"o.C. PANEL& X6" @ @ BOUNDARY EDGES 812" 0.0, @INTERMEDIATE SUPPORTS. SILL R CONN: PERIMETER: PROVIDE X6'0 x T' MIN EMBED ANCHOR BOLTS @ 32' ec. SW2 S E R CO PROVIDE BLOCKING. 0 HILTI ILS PB 523 OR EQUIV. 6' N SOLE R CONN. TO BLOCKING: 16d NAILS @ 3'o.c. OR SIMPSON A34 ANGLES @ 8' D.C. BLOCKING CONN. TO DOUBLE TOP R: USE NAILINGOF SOLERCONN.TO BLOCKING INDICATED FOR SHEAR WALL BELOW '/i6" WOOD STRUCTURAL PANELS cal M NAILS @ 3" out. @ PANEL & BOUNDARY EDGES 81T Out @ INTERMEDIATE SUPPORTS. SILL R CONN.- PERIMETER' ONN:PERIMETER PROVIDE 98'0 x]' MIN EMBED ANCHOR BOLTS @ 24" D.C. I. SE) ORD.PROVIDE0.145'0 HILTIX-CPS PB523(OR EQUIV. 4"oc SOLE. SOLE RCONN. TO BLOCKING: 16d HAILS @2'o.c.OR SIMPSON A34 ANGLES@ 8' BLOCKING CONN. TO DOUBLE TOP R: USE NAILINGOF SOLERCONN.TO BLOCKING INDICATED FOR SHEAR WALL BELOW Q 1 '/i6" WOOD STRUCTURAL PANELS wl M NAILS @ T o.c Dl @ PANEL 8 BOUNDARY EDGES & 1T Out @ INTERMEDIATE SUPPORTS. SILL R CONN.- PERIMETER' ONN:PERIMETER: PROVIDE 98'0 x T MIN EMBED ANCHOR BOLTS @ 16" D.C. SW4 INTERIORDE PROVIDE 0.145'0 HILTI X-CP72 PB S23 (OR EQUIV) @ 3' o.c. SOLER CONN. TO BLOCKING: 16d NAILS @ To.c. OR SIMPSON A34 ANGLES @ V D.C. BLOCKING CONN. TO DOUBLE TOP R: USE NAILINGOF SOLER CONN.TO BLOCKING INDICATED FOR SHEAR WALL BELOW BOTH SIDES OF WALL - Xs" WOOD STRUCTURAL PANELS w1 M NAILS @ (Roc. PANEL & BOUNDARY EDGES 812' D.C. @ INT. SUPPORTS. SILL R CONN: PERIMETER: PROVIDE %'0 x T' MIN EMBED ANCHOR BOLTS @ 241 so SW5 SOLE ORD.PROVIDE0.145'0 16dN 1LS@ 8523(OR IMPS0N@4' N SOLE R CONN. TO BLOCKING: 16tl NAILS @ 2'o.c. OR SIMPSON A34 ANGLES @ 6' al BLOCKING CONN. TO DOUBLE TOP R: USE NAILING OF SOLE E CONN. TO BLOCKING INDICATED FOR SHEAR WALL BELOW. BOTH SIDES OF WALL- XW' WOOD STRUCTURAL PANELS w/ M NAILS @ 4"0.0) PANEL & BOUNDARY EDGES 812' o.c. @ INT. SUPPORTS. SILL R CONN. PERIMETER PROVIDE WO x T'MIN EMBED ANCHOR BOLTS16'so. DDSMINTERIORDI: PROVIDE 0.145'0 HILTI X-CP72 P8 $23 (OR EQUIV) @ Too o SOLE R • 11 ANUES CONN. TO BLOCKING. 2 ROWS tfitl NAILS 3 o.c. OR SIMPSON A34 11 @ _ ANGLES @ 4" NN. BLOCKING INDICATED TED OR LE TOPSHEAR R. LL BELOW. OF SOLE R CONN. TO BLOCKING INDICATED FOR SHEAR WALL BELOW. BOTH SIDES OF WALL - %s• WOOD STRUCTURAL PANELS W1 W NAILS @ T DCP) PANEL & BOUNDARY EDGES 812' D.C. @ INT. SUPPORTS. SILL R CONN.: PERIMETER PROVIDE 98.0 x T MIN EMBED ANCHOR BOLTS @ 12' o.c. INTERIORDI: PROVIDE (2) 0.14570 HILTI X-CP72 PB SZ3 (OR EOVIV.) @ Cold SOLE R CONN. TO BLOCKING: (2)ROWS 1W NAILS @To.oD) OR SIMPSON AM ANGLES @ 3' D.C. BLOCKING CONN. TO DOUBLE TOP R: USE NAILINGOF SOLERCONN.TO BLOCKING INDICATED FOR SHEAR WALL BELOW NOTE: 1. DOUBLE ROWS OF NAILING @ SOLE R CONNECTION SHALL HAVE Y' EDGE DISTANCE, STAGGERED wlT SPACING BETWEEN ROWS. 2. HILTI X-CP72PA.F.'s SHALL HAVE A MINIMUM SUB (OR SLAB STEP) EDGE DISTANCE OF 3'. @ANY LOCATIONS WHERE SUB (OR SLAB STEP) EDGE DISTANCE IS AT OR LESS THAN 3' PROVIDE ANCHOR BOLT SILL R CONNECTION, TYP. 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3' NOMINAL OR WIDER. ULL DEP1/1 BLOCK-OUT x VIDTH OF TRENCH cal (3) 2x4 HEAR KEYS EQUALLY SPACED YP. HORIZ. REINF. TO BE CONT, HROUGH BLOCK OUT, Tl OONC TO BE OURED THIS SIDE BLOCKOUT @ TRENCH POURS ONLY 5 TYPICAL DETAIL 314'=1'-0" STEEL COLUMN, RE: PLAN WOOD BEAM, RE: PLAN RY + " xxVV 14yR Xe V R)a x 5 x H cal (4HIKI SIMPSON SDS SCREWS EA. SIDE OF BEAM 2-R TOTAL). STAGGER SCREWS FROM OTHER TO NOT CONFLICT WITH SCREWS FROM OTHER 510E OF SADDLE SIMPSON HOLDOWN, RE: HOLDOWN SCHEDULE BOLCOM ANCHOR ROD (36 KSI MIN.), RE: HOLDOWN SCHEDULE, PROVIDE 1Y2" MIN. FROM CENTER OF ROD TO EDGE OF R. TYP. �nauNUE:lann,. EMBED R, RE: EMBED R SCHEDULE FOR SIZE PROVIDE #4xit-T HOR2 CENTERED @ EMBED R's PROVIDE (3) HAIRPIN DOWELS @ 6" o.c. CENTERED ON EMBED R wl 1'CLR COVER TO BOT. OF EMBED E. PROVIDE 24' EMBED. INTO TRENCH INTERIOR SHEATHING, RE: PUN SIMPSON HOIDOWN, RE: PUN 2703 EYxW+Y20X6'-5y4" SADDLE HEIGHT IHI: BEAM DEPTH <_ 4 H=4y- Zi MAN DEPTH <-IIX': H=T W/s" <BEAM DEPTH <=18': H =94' 16' <BEAM DEPTH c 20":11=1T' 220"< BEAM DEPTH <=24": H =1 U4 BEAM WIDTH (WI: ESIDE +�2PLY 2x MEMBER:W=3' OF &FAM (3))PLY 2x MEMBER:W=4Y2• (d) PLV 2x MEMBER: W =8' (d) PLY LVL: W =T WOOD BEAM -TO -STEEL COLUMN SIDE CONNECTION 2 TYPICAL DETAIL BAR =THY STUD WALL, RE: SHEET 5001 FOR STUDISHEATHING REQ'M ENDWALLSTUDS RE: SCHEDULE FOR DTV. OF STUDS @ HOEDOWN BOUNDARYNAILING RE: PLAN K AT EMBED R 5. LOCATIONS, TYP. t.1 PTTENDONSNOT SHOWN FOR CURf1V 0 TYP. a WALL STUDS, RE: PUN EXTERIOR WALL SHEATHING, RE: PLAN o® ANCHOR BUT /LOCATED WITHIN 8" OF WALL END 6 TYPICAL DETAIL 314'=1'-0" TYR L=IT END: L=B" � CUSTOM SADDLE FABRICATED PROVIDE 4 Y. SDS I I IDE OF POS SCREWS EA. SIDE OF POSTER �I KEPHART DIM. LIS Y'0 SCREWS TOTAL, STAGGER a 0 at INSIDEI SCREWS TO NOT INTERFERE I I WALL ENDS, RE: WITH SCREWS FROM OTHER J11 z HOLDOWN SCHEDULE SIDE OF SADDLE / I. I SIMPSON STRAP, RE: STEEL COLUMN, RE: PIAN. WELD POST TO CUSTOM SADDLE wl XTs' FILLET WELD ALL AROUND WOOD BEAM -TO -STEEL COLUMN TOP CONNECTION 3 TYPICAL DETAIL TO=1'41• SIMPSON HOLDOWI RE: PLAN 2x STUDS RE: HOLDOWN SCHED. SIMPSON SDS OR THROUGH -BOLTS, RE: HOEDOWN SCHEDULE EMBED R TYPE II, RE: EMBED R SCHED. ORIENT EMBED F TO SPAI ACROSS PARTY WALLS. WELD THREADED RODS C HOLDOWNS TO EMBED TYP. ADJACENT HOLDOWNS @ PARTY WALLS B SHEARWALL, RE: PLAN 2x STUDS @ SHEAR WALL ENDS, RE: HOLDOWN SCHEDULE 2x BOT E PROVIDE SOLID VERT. BLOCKING OF SIZE & SPACING TO MATCH STUDS ABOVE FLOOR FLOOR JOISTS, RE: PLAN FASTEN ENDWALL STUD o I AS SHOWN w/ (2) ROWSDBL. KEPHART 2x TOP R 12tl NAILS @6'o.c. 0 at 2x STUDS @SHEAR 2x STUDS, JA WALL ENDS, RE: RE: HOLDOWN SCHEDUIE z HOLDOWN SCHEDULE Fill SIMPSON STRAP, RE: SIMPSON SDS OR PUN FOR GAUGE, THROUGH -BOLTS, RE: W NAILING, 8 LOCATIONS. HOLDOWH SCHEDULE Q FASTEN TO SOS ABC SH &BELOW AS SHOWN D E �w �1 HOLDOWN DETAILS I TYPICAL DETAIL 314'=1'41' a A F TYP. 2x WALL STILL RE: PLAN ENDWALLSTUDS, RE: SCHEDULE F01 NUMBEROFSTUD: @ HOLDOWN ANCHOR BOLT LOCATED WITHIN 8" OF WALL END SIMPSON HOLDOW RE: PLAN HOIDOWNANCHO BOLT RE: HOLDOW SCHEDULE 2x P.T. OR REDWOOD SOLE R FND.WALL /i L SIMPSON HOLDOWN STRAP. RE: PUN FOR GAUGE, NAILING, 8 LOCATIONS. FASTEN TO STUDS ABOVE 8 BELOW AS SHOWN 3C a 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STRE6r DENVER, COLORADD M205 xww.kepN.n.v'om JA Te L or NEERS 253E 17th steal, D ., Colontla 80211 �,303-830-9133 303"WWW " ....9 c=am "h I Fill O Z [U] W (^� V Q �w �1 a w az w a W w w Cl) W U N O C� z W CFy �oe,'.P•DO'sc �� :� •11/10/2P21 FSS��NAL E�� No. Di Issue py2g¢@p PEPMRaU&AIrTN I 1i2YA]0 P tpNNEP PEV 2 OIII0.AE oWNEPP 0 wtl BY rcpt. 'tNL101I 9E5 LE Protect Engineer SJB RMS 07/25/2019 VBy 190595 EG/LD RMS Title SCHEDULES& TYP. SECTIONS Sheet Number Will 3C a RIB INTERSECTIONS 1 TYPICAL DETAIL 3l4"=1' -P STUD WALL, RE: GENERAL NOTES FOR STUD/SHEATHING REQ'M.. RE: PLAN (2) pA CONT. @ TOP CONIC. SUB, RE: PLAN 6 TYPICAL DETAIL 3M"=1'4Y ,y 121(MIN) TRANSITION MIN. POST -TENSIONED TENDON 5o LSTRESSING END 12:1 (MIN.) TRANSITION 1T' POSTTENSIONEDMIN. TENDON DEAD END BUNDLED TENDON PLACEMENT 11 TYPICAL DETAIL Nr =1'-0' T.O. SUB RE: ARCH 3" V 121 (MIN.) TRANSITION 12' IT' v 12:1 (MIN.) TRANSITION MIN. MIN. POST BTWN. OPENING), (1) EA. FACE TYP. FOR SILL E CONNECTION REAM. • B.O. SLAB BOUNDARY NAILING, • STUD WALL, RE: PUWGENERAL NOTES \ amhitecture -TENSIONED` _ a— 'g BEGIN DRAPING TENDON 1 r� RE: PLAN ® LOCATION SHOWN TENII 1' r RE: 1151-2.0 FOR PROFIIEDBEAM DETAIL f TENDON, RE: PLAN � VARIES Z CONIC. SUB, > 6' II RE: PLAN 5 BUNDLED TENDON — /•- (1)EA. FACE (CENTER o ofDEEP BLOCKOUT 1 �\ PLACEMENT AT INTERMEDIATE STRESSING •^ • ----------------- 13 TYPICAL DETAIL (2)#SCONT. SUPPORTCHAIR_ 77 @BOT. EVERY 4-0' o.c. MAX. 6 TYPICAL DETAIL 3M"=1'4Y ,y 121(MIN) TRANSITION MIN. POST -TENSIONED TENDON 5o LSTRESSING END 12:1 (MIN.) TRANSITION 1T' POSTTENSIONEDMIN. TENDON DEAD END BUNDLED TENDON PLACEMENT 11 TYPICAL DETAIL Nr =1'-0' T.O. SUB RE: ARCH 3" V I <._ •.'� 1. al' •I I 0 HAIRPIN DOWELS I,- 4l3 HAIRPIN DOWELS 4' II4' RE PUN INTERIOR TRENCH RE: PUN & SECTIONS FOR REINF„ W DEPTH, WIDTH, &ALL OTHER �`RE, PwAN ° INFORMATION NOT SHOWN HERE PERIMETER TRENCH P.T. SLAB -ON -GROUND TWO POUR SYSTEM 2 TYPICAL DETAIL 3l4"=1' -P T.O. SLAB MAY STEP, RE: PLAN & DETAILS i T.O. SLAB —" �I�RE:ARCH (2)#5x STEP DIMENSION t 7'-0' DRAPED BEAM DRAPE TENDON Q I6 SLOPE TENDON RE. PUN—f WHERE BOT. OF RIB STEPS-- ------------ B.O.C.RIB (2)#5 CONT. ®BOT. RE: PUN 7 TYPICAL DETAIL 314'=1'-0' 12' 12:1 (MIND TRANSITION MIN. POST -TENSIONED TENDON b� W rca STRESSING END 12:1(MIN.)TRANSMON 12' MIN. POST -TENSIONED TENDON DEAD END BUNDLED TENDON PLACEMENT AT CORNERS 12 TYPICAL DETAIL 3I0 1-0" PROVIDE 3'3' MIN. CLEAR mullooprVIVOM SHOWN CH \ BTWN. POINTS WM. TENDONS SHOWN 3"MIN. STAN. TE 121 BUNDLED TENDON PLACEMENT AROUND OPENINGS 14 TYPICAL DETAIL RE: PLAN 1)', TYP. ALL SIDES 121 (MIN.) TRANSITION 12' IT' v 12:1 (MIN.) TRANSITION MIN. MIN. POST BTWN. OPENING), (1) EA. FACE TYP. FOR SILL E CONNECTION REAM. • B.O. SLAB BOUNDARY NAILING, • STUD WALL, RE: PUWGENERAL NOTES n amhitecture -TENSIONED` _ a— 'g 1 r� RE: PLAN / \ / \ TENII 1' r RE: 1151-2.0 FOR 18' ox, TVP. DETAIL ANCHOR BOLTS +I � VARIES Z CONIC. SUB, > 6' II RE: PLAN 5 BUNDLED TENDON — /•- (1)EA. FACE (CENTER o ofDEEP BLOCKOUT 1 �\ PLACEMENT AT INTERMEDIATE STRESSING ABOUT OPENING), TYP. oUi L •fit_ 13 TYPICAL DETAIL --� 1 EA SIDE OF OPENING 77 8 _ m a (2)#5 MRS (1) EA FACE OF RIB WW/ VARIES ma (21 as COM., TYP.@ ALL INTERIOR RIBS --_ I <._ •.'� 1. al' •I I 0 HAIRPIN DOWELS I,- 4l3 HAIRPIN DOWELS 4' II4' RE PUN INTERIOR TRENCH RE: PUN & SECTIONS FOR REINF„ W DEPTH, WIDTH, &ALL OTHER �`RE, PwAN ° INFORMATION NOT SHOWN HERE PERIMETER TRENCH P.T. SLAB -ON -GROUND TWO POUR SYSTEM 2 TYPICAL DETAIL 3l4"=1' -P T.O. SLAB MAY STEP, RE: PLAN & DETAILS i T.O. SLAB —" �I�RE:ARCH (2)#5x STEP DIMENSION t 7'-0' DRAPED BEAM DRAPE TENDON Q I6 SLOPE TENDON RE. PUN—f WHERE BOT. OF RIB STEPS-- ------------ B.O.C.RIB (2)#5 CONT. ®BOT. RE: PUN 7 TYPICAL DETAIL 314'=1'-0' 12' 12:1 (MIND TRANSITION MIN. POST -TENSIONED TENDON b� W rca STRESSING END 12:1(MIN.)TRANSMON 12' MIN. POST -TENSIONED TENDON DEAD END BUNDLED TENDON PLACEMENT AT CORNERS 12 TYPICAL DETAIL 3I0 1-0" PROVIDE 3'3' MIN. CLEAR mullooprVIVOM SHOWN CH \ BTWN. POINTS WM. TENDONS SHOWN 3"MIN. STAN. TE 121 BUNDLED TENDON PLACEMENT AROUND OPENINGS 14 TYPICAL DETAIL RE: PLAN 1)', TYP. ALL SIDES (2)#5 x 641' (CENTER ABOUT RE: SHEAR WALL SCHEDULES PROVIDE O� CHAIR STAN. OPENING), (1) EA. FACE TYP. FOR SILL E CONNECTION REAM. • B.O. SLAB BOUNDARY NAILING, • STUD WALL, RE: PUWGENERAL NOTES n amhitecture FOR STUD & SHEATHING REQ'M. _ a— RE: PIAN 1 r� RE: PLAN / \ / \ PIPE IN SLAB (SIZE 1' r RE: 1151-2.0 FOR 18' ox, TVP. DETAIL ANCHOR BOLTS +I � VARIES Z CONIC. SUB, > 6' II RE: PLAN 10"WIDE x 10' FOR LOCATIONS OF SHEAR WALLS — /•- (1)EA. FACE (CENTER o ofDEEP BLOCKOUT 1 �\ LLL , ABOUT OPENING), TYP. oUi L •fit_ — --� 1 EA SIDE OF OPENING 77 8 _ m a (2)#5 MRS (1) EA FACE OF RIB WW/ VARIES ma (21 as COM., TYP.@ ALL INTERIOR RIBS --_ (CENTER ABOUT OPENING), wl1T'135° POST -TENSION TENDONS 1T'MIN. 10'1 1T'MIN. HOOKER END, MAINTAIN 1Ys'MIN. IN RIB, RE: PLAN FOR PERPENDICULAR MANUAL TRANSITION PER PTI MANUAL RE: SECTIONS 2, 3, 5, CLR. COVERALL AROUND BLOCKOUT LOCATION & QTY. BLOCK OUT @ TRENCH 3 TYPICAL DETAIL W4'=,'-0' ROUND OR SQUARE PENETRATION P.T. T PENETRATIONS FARTHER THAN 15D OR 1SW BUT NOT LESS THAN 18' FROM ANCHOR DO NOT REQUIRE STEEL PIPE INSERT STEEL PIPE INSERT (SCHED 40) IS REQU. WHEN SUB PENETRATION IS WITHIN 45° BEARING CONE OF TENDON ANCHORAGE, LOCATION OF PIPE INSERT MUST BE APPROVED BY STRUC. ENGINEER / SUB EDGE ANCHORAGEZONES 8 TYPICAL DETAIL 314'=1'-0' P.T. 2x SILL R, TYP. (1)9x2'-0'TOP PROVIDE O� CHAIR STAN. (2)A CONT. @TOP • STUD WALL, RE: PUWGENERAL NOTES n amhitecture FOR STUD & SHEATHING REQ'M. 4'4T #Ax ASREC1) T-0' I / \ / \ PIPE IN SLAB (SIZE RADON PIPE RE: 1151-2.0 FOR 18' ox, TVP. DETAIL ANCHOR BOLTS +I � VARIES Z CONIC. SUB, > RE: IL (3)#4CONT. TOP CIV II RE: PLAN SPACED 6'o c. FOR LOCATIONS OF SHEAR WALLS SLOPE, ® BOT. LLL , RE: ARCH. "a FOR SILL IY CONNECTION REO'M. HROUGH BLOCK OUT, TYP. YABOVE BOT. OF II 8 _ m o WW/ VARIES ma 1 -MAXI_ --_ I„', II T POST -TENSION TENDONS RE:CIVIL PERPENDICULAR MANUAL TRANSITION PER PTI MANUAL RE: SECTIONS 2, 3, 5, a E: ARCH RE: A BEGINTRANSMONOF • POST-TENSIONTENDONS w SHEET S1.2.1 FOR REIT F. REQ'M. STRESS LOCATION (2) #5 CONT. @ BOT. POST -TENSION TENDONS IN RIB, TENDON, RE PIAN TENDON, RE P RE: PIAN FOR LOCATION & QTY. 15 SECTION L 3/4'=1'-0" STUD WALL, RE: GENERAL NOTES FOR STUDGHEATHING REQ'M., RE: PLAN FOR LOCATIONS OF SHEAR WALLS P.T. 2x SILL R CONC. SUB, RE: PLAN LRE .SwB ARCH 7WI PLUMBING PIPE, RE: PLUMBING PUNS, WRAP ALL PENETRATIONS IN CONTACT WI POST -TENSIONED SLAB w/ (2) DYERS OF EXPANSION MATERIAL, TYP. 0' MIN.) (2) #5 COM. ® BOT PLUMBING PENETRATION 4 TYPICAL DETAIL RE: PUN T.O. SUB PERIMETER TRENCH INTERSECTION 9 TYPICAL DETAIL Nl =1'-0' \ I (1)9x2'-0'TOP PROVIDE O� CHAIR STAN. ' RE: PLAN • ( n amhitecture VIDTH OF TRENCH wI (3)2x4 n,l � I / \ / \ PIPE IN SLAB (SIZE RADON PIPE VARIES,APPROX.) I OA TYPICAL DETAIL E +I STUD WALL, RE: GENERAL NOTES FOF Z ---- STUDISHEATHING REOM., RE: PUN II (2)115 COM. a FOR LOCATIONS OF SHEAR WALLS RE: SHEARWALLSCHEDULES ® BOT. LLL , CONIC. SLAB, RE: PIAN FOR SILL IY CONNECTION REO'M. HROUGH BLOCK OUT, TYP. YABOVE BOT. OF II 8 _ m WW/ VARIES BOUNDARY - ------------J RE: PLAN I„', II T RE:CIVIL PERPENDICULAR RE: SECTIONS 2, 3, 5, DBON SHEET R ENCH @ —� E: ARCH RE: A 512.0 ANDSECTIONS ABONS INTEW w SHEET S1.2.1 FOR REIT F. REQ'M. STRESS LOCATION I TENDON, RE PIAN TENDON, RE P No. Date haus ovmmo PERMnsuwemu 1 1YNMV A6 1NWNER REV 2 aurum 4WNERR (2)#5 COM. ® BOT. PERIMETER TRENCH INTERSECTION 9 TYPICAL DETAIL Nl =1'-0' \ I (1)9x2'-0'TOP PROVIDE O� CHAIR STAN. ALL4SIDES RADON PIPE 8 TENDON community • planning • amhitecture VIDTH OF TRENCH wI (3)2x4 Sj PROVIDE 1$"CHAIR BTWN. X STD. PLUMBING / \ / \ PIPE IN SLAB (SIZE RADON PIPE VARIES,APPROX.) PLUMBING PIPE IN SLAB 3� (1)> x4'-0'TOP ALLd SIDES SM.PLUMBING ' BLOCKOUT IN SUB (SVEVARIES, APPROX. B'x12') PLUMBING BLOCKOUT IN SLAB 5 TYPICAL DETAIL 314' =1'-0' TENDON §1. PROVIDE O� CHAIR STAN. TENDON RADON PIPE 8 TENDON community • planning • amhitecture VIDTH OF TRENCH wI (3)2x4 Sj PROVIDE 1$"CHAIR BTWN. RADON PIPE & TENDON RADON PIPE RADON PIPE DETAIL @ RADON PIPE I OA TYPICAL DETAIL II FM STUD WALL, RE: GENERAL NOTES FOF Z ---- STUDISHEATHING REOM., RE: PUN II r— FOR LOCATIONS OF SHEAR WALLS RE: SHEARWALLSCHEDULES LLL , CONIC. SLAB, RE: PIAN FOR SILL IY CONNECTION REO'M. HROUGH BLOCK OUT, TYP. YABOVE BOT. OF II 8 _ m WW/ POST -TENSION TENDONS, BOUNDARY - ------------J RE: PLAN NAILING RE: PIAN II T CONC. TO BE PERPENDICULAR T.O. SLAB SOURED THIS SIDE R ENCH @ —� E: ARCH RE: A INTEW APLILPrA OR COMPACT EARTH �i�C/�\\•- \_ PVC SLEEVES FOR R VAS MITIGATION, RE: ARCH (2) #5 COM. Q BOT. W = POST -TENSION TENDONS IN RIB, RE: PUN RE: PUN FOR LOCATION & QTY. RADON MITIGATION SLEEVES 10 TYPICAL DETAIL Nl =,'-P AFTER STRESSING RESHUTH EXPOSED TENDON & TAPE w/ (2) DYERS OF WATERPROOF TAPE WRAP 3' MIN. BEYOND EXTEND TAPE 3' MIN. BEYOND EXISTING SHEATHING i n (2)#4x4HT@EA. RIB )III TENDON, CENTER I ABOUT STRAND @ _—T—SII STRESSING POCKET II r ----J II PRIOR TO INSTALLING POST -TENSIONED SLAB APPLY A i DOING. BONDING AGENT TO THE VERT. SURFACES OF THE BLOCKOUT & FILL DURING SUB POUR RHVTRENCH WI POST -TENSIONED TENDON ENLARGE RIBRRENCH AS INDICATED ------------ I, ULL DEPTH BLOCK-0UTx §1. 111 ■ KEPHART community • planning • amhitecture VIDTH OF TRENCH wI (3)2x4 o- JANCHOR HEAR KEYS EQUALLY SPACED s.suc.uaaL Sxo rveSRs 0211 2533 Dt6tDenre, d 30 9133 D337833479O9 7 F,, 303 I II FM Z ---- W II r— YP.HORIZ.REINF.TOBECONT. BOT.OFTENDONIS LLL , HROUGH BLOCK OUT, TYP. YABOVE BOT. OF II 8 _ m WW/ RIB, TYP. U.N.O. /1rTl�� - ------------J II T CONC. TO BE PERPENDICULAR II 1'd'x3'-0'JACKING u BLOCKOUT SOURED THIS SIDE R ENCH @ —� INTEW w STRESS LOCATION ED RIB TENDON, RE PIAN TENDON, RE P No. Date haus ovmmo PERMnsuwemu 1 1YNMV A6 1NWNER REV 2 aurum 4WNERR CONT. RIB REINF. THROUGH JACKING BLOCKOUT, NOT Project Engineer BHOWN FOR CURITY BLOCKOUT @ TRENCH POURS ONLY RIB TENDON w/ INTERMEDIATE STRESSING 16 TYPICAL DETAIL 17 TYPICAL DETAIL SA' =1'-0' 314'=1'-0' 111 ■ KEPHART community • planning • amhitecture 2555 WALNUT STREET oENyER, Co3.oaaoo woos vruw.kePlun<om JANCHOR ENGINEERING s.suc.uaaL Sxo rveSRs 0211 2533 Dt6tDenre, d 30 9133 D337833479O9 7 F,, 303 I FM Z [O] W LLL , aur/ WW/ /1rTl�� W�rT,4 O W w :� 38160 s: �•, 03/251202�11{��h No. Date haus ovmmo PERMnsuwemu 1 1YNMV A6 1NWNER REV 2 aurum 4WNERR Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title TYPICAL SECTIONS Sheat Number SO -0.3 RE: PLAN FOR BOUNDARY & EDGE NAILING NOT SHOWN HERE . 2x TOP K CONT. LAP SPLICES MIN.) TALL STUDS, RE: PLAN DEA-M.L. HEADER WHERE APPLIES 3 STUD (FULL HEIGHT), RE: PLAN AMER STUD (PROVIDES HEADER BEARING), RE: PLAN EXTERIOR HEADER DETAIL 1 TYPICAL DETAIL 314'=1'-0" PROVIDE (2) all) BLOCKING/ \PRE-ENGINEERED FLOOR BETWEEN TRUSSES @ WALLPOSTS TRUSSES, RE: PLAN ABOVE. SUPPORT FROM FLOOR TRUSS EA. SIDE wl SIMPSON HUS210-2TF TOP -FLANGE HANGER RE: PLAN FOR BEARING WALL & SHEAR WALL LOCATIONS. TRUSSES TO BE DESIGNED TO SUPPORT ADD'L. LINE LOADS INDICATED IN THE PLAINS FLOOR FRAMING WHERE BEARING WALLS & SHEAR WALLS DO NOT ALIGN w/ WALLS BELOW 6 TYPICAL DETAIL W4' =T Y' INTERIOR BE WALL RE: SHEAR WALL, RE: PLAN (INTERIOR SHEAR WALL) BOUNDARYNAILING, RE: MAN PROVIDE (2) ROWS OF 100 NAILS @ 9" ec, STAGGERED REPLAN PROVIDE 1Sal HAILS @ 5" o.c. IMO EA STUD PLAN GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT, RE: ARCH HANGER (EA. SIDE) TO BE DESIGNED 8 PROVIDED BY TRUSS MANUF. FLOOR SHEATHING, RE: PLAN WOOD BEAM, RE: PLAN PRE-ENGINEERED FLOOR TRUSSES, RE: PLAIN (EA. SIDE) GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT. RE: ARCH FLOOR SHEATHING, RE: PLAN / PRE-ENGINEERED FLOOR TRUSSES, DROPPED WOOD BEAM, RE: PLAN (PROVIDE DBL. VERT. WEB RE: PLAN @BEARING, TYP.) FLOOR FRAMING @ DROPPED & FLUSH WOOD BEAM 2 TYPICAL DETAIL W4" =1'-0" IN NAILS @ 12" ox BOUNDARY NAILING (MIN.0@Toc.), RE: PMSHEAR WALL SCHEDULE RE: HOLDOWN SCHEDULE FOR ADDITIONAL STUDS AT HOLDOWN LOCATIONS BOUNDARYNAILING, RE: PLAN GYPSUM WALL BOARD, RE: PLAN WOOD STRUCTURAL PANEL, RE: PLAN OUTSIDE CORNER DETAIL 7 TYPICAL DETAIL 314'=1'-0' SHEAR WALL, RE: PLAN (EXTERIOR SHEAR WALL) EXTERIOR BEARING WALL RE: PLAN BOUNDARY NAILING, RE: PLAN PROVIDE FULL LENGTH 2x61 INTERSECTING WALL, PROV @ INTERSECTING 2x6 WALL PLAN INTOSTUD WALL, RE: PLAN GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT, RE: ARCH HANGER (EA. SIDE) TO BE DESIGNED & PROVIDED BY TRUSS MANUF. T.O. STEEL BE: PLAN 3 CAP E WIDTH= BEAM FLANGE WIDTH 111) +)9". CENTER CAP P ON STEEL POST 3 FLOOR SHEATHING, RE: PLAN 2x WOOD INFILL BTWN. STEEL BEAM FLANGES. THROUGH BOLT wl Y4"a BOLTS @ 24" ox. STAGGERED PRE-ENGINEERED FLOOR TRUSSES, RE: PUN (EA. SIDE) STEEL BEAM, RE: PLAN FLOOR FRAMING @ FLUSH STEEL BEAM 3 TYPICAL DETAIL 314'=1'-0" 2x4 WALL, RE: GENERAL NOTES FOR STUDISHEATHING REQ'M., WE. SHEAR WALL BOUNDARY NAILING, TYP. @ 2x4 TO 2x6 TRANSITION WALL DBL. TOP IY SHALL HAVE A 4'-0' MIN. LAP SPLICE, TYP. 2x6 WALL. RE: GENERAL NOTES FOR STUDISHEATHING BEEN, TYP. PROVIDE (2) ROWS OF SS NAILS @ 4" Co., STAGGERED, TYP.@ 2x4 TO 26 TRANSITION 2x4 WALL, RE: GENERAL NOTES FOR STUDISHEATHING REQ'M., TYP. 2x4 TO 2x6 FRAMING TRANSITION @ SHEAR WALLS 8 TYPICAL DETAIL 314"=f'-0' FRAMINGNOTSHOWN FOR CLARITY MEMBER STEEL BEAM, RE: PLAN. CAP Ewl (2) WES BOLTS, CAP R THICKNESS TO MATCH STEEL BEAM MIN. FLANGETHICKNESS,J$'MIN. STEEL COLUMN, RE: PLAN. TYPICAL POST AND STEEL BEAM END CONNECTION 13 TYPICAL DETAIL 314"=1'4/ FRAMINGNOT SHOWN FOR CLARITY iFFENERPLATE, EA. SIDE. @ TO OBEBE FULL WIDTH AND DEPTH OF T.O.STEEL MEMBER. RE: PIAN CAP & WIDTH = SEAM FLANGE WIDTH (b)+) •. CENTER CAP It ON STEEL POST CAP Pwl (4) );'e BOLTS, CAP P THICKNESS TO MATCH STEEL BEAM FIANGETHICKNESS,X-MIN. SHEAR WALL INTERSECTIONS SHEAR WALL INTERSECTIONS RE:PVJJ. INTERIOR WALL CONDITION EXTERIOR WALL CONDITION TYPICAL POST AND STEEL BEAM INTERMEDIATE CONNECTION 11 TYPICAL DETAIL 12 TYPICAL DETAIL 14 TYPICAL DETAIL W4,=1' -P W4"=1'41" TRUSS MANUF. TO NOTE - BLOCKING PANEL SHALL BE FULL WIDTH BETWEEN FLOOR TRUSSES TO ALLOW DIRECT NAILING OF BLOCKING PANEL VERT. SIDE LEGS TO ADJACENT FLOOR TRUSSES WITHOUT A GAP BOT. R OF WALL ABOVE, RE: APPROPRIATE SECTIONS FOR NAILING RE: ARCH FOR AWL. SHEATHING REOM. FOR DRAFTSTOP LOADING FLOOR STUD WALL, RE: GENERAL NOTES FOR FIRST 810 PIF STUDISHEATHING REO'M., RE: PLAN FOR TIO PIF THIRD SHEAR WALL & BEARING WALL LOCATIONS 2x BOT. B, FASTEN T021V0 600 PIF 184 NAILS SPACED PER PARTY BLOCKING wl 16tl NAILS @5'o.a A, ANCHOR GYPSUM BASED Tat ACOUSTIC WALL SHEAR WALL, RE: PLAN RE: PLAN UNDERLARE: ARCYMENT, RE: ARCH BOUNDARY NAILING, C, AIR SPACE, RE: ARCH RE: PVJJ FLOOR SHEATHING, RE: PLAN PROVIDE (2) all) BLOCKING/ \PRE-ENGINEERED FLOOR BETWEEN TRUSSES @ WALLPOSTS TRUSSES, RE: PLAN ABOVE. SUPPORT FROM FLOOR TRUSS EA. SIDE wl SIMPSON HUS210-2TF TOP -FLANGE HANGER RE: PLAN FOR BEARING WALL & SHEAR WALL LOCATIONS. TRUSSES TO BE DESIGNED TO SUPPORT ADD'L. LINE LOADS INDICATED IN THE PLAINS FLOOR FRAMING WHERE BEARING WALLS & SHEAR WALLS DO NOT ALIGN w/ WALLS BELOW 6 TYPICAL DETAIL W4' =T Y' INTERIOR BE WALL RE: SHEAR WALL, RE: PLAN (INTERIOR SHEAR WALL) BOUNDARYNAILING, RE: MAN PROVIDE (2) ROWS OF 100 NAILS @ 9" ec, STAGGERED REPLAN PROVIDE 1Sal HAILS @ 5" o.c. IMO EA STUD PLAN GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT, RE: ARCH HANGER (EA. SIDE) TO BE DESIGNED 8 PROVIDED BY TRUSS MANUF. FLOOR SHEATHING, RE: PLAN WOOD BEAM, RE: PLAN PRE-ENGINEERED FLOOR TRUSSES, RE: PLAIN (EA. SIDE) GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT. RE: ARCH FLOOR SHEATHING, RE: PLAN / PRE-ENGINEERED FLOOR TRUSSES, DROPPED WOOD BEAM, RE: PLAN (PROVIDE DBL. VERT. WEB RE: PLAN @BEARING, TYP.) FLOOR FRAMING @ DROPPED & FLUSH WOOD BEAM 2 TYPICAL DETAIL W4" =1'-0" IN NAILS @ 12" ox BOUNDARY NAILING (MIN.0@Toc.), RE: PMSHEAR WALL SCHEDULE RE: HOLDOWN SCHEDULE FOR ADDITIONAL STUDS AT HOLDOWN LOCATIONS BOUNDARYNAILING, RE: PLAN GYPSUM WALL BOARD, RE: PLAN WOOD STRUCTURAL PANEL, RE: PLAN OUTSIDE CORNER DETAIL 7 TYPICAL DETAIL 314'=1'-0' SHEAR WALL, RE: PLAN (EXTERIOR SHEAR WALL) EXTERIOR BEARING WALL RE: PLAN BOUNDARY NAILING, RE: PLAN PROVIDE FULL LENGTH 2x61 INTERSECTING WALL, PROV @ INTERSECTING 2x6 WALL PLAN INTOSTUD WALL, RE: PLAN GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT, RE: ARCH HANGER (EA. SIDE) TO BE DESIGNED & PROVIDED BY TRUSS MANUF. T.O. STEEL BE: PLAN 3 CAP E WIDTH= BEAM FLANGE WIDTH 111) +)9". CENTER CAP P ON STEEL POST 3 FLOOR SHEATHING, RE: PLAN 2x WOOD INFILL BTWN. STEEL BEAM FLANGES. THROUGH BOLT wl Y4"a BOLTS @ 24" ox. STAGGERED PRE-ENGINEERED FLOOR TRUSSES, RE: PUN (EA. SIDE) STEEL BEAM, RE: PLAN FLOOR FRAMING @ FLUSH STEEL BEAM 3 TYPICAL DETAIL 314'=1'-0" 2x4 WALL, RE: GENERAL NOTES FOR STUDISHEATHING REQ'M., WE. SHEAR WALL BOUNDARY NAILING, TYP. @ 2x4 TO 2x6 TRANSITION WALL DBL. TOP IY SHALL HAVE A 4'-0' MIN. LAP SPLICE, TYP. 2x6 WALL. RE: GENERAL NOTES FOR STUDISHEATHING BEEN, TYP. PROVIDE (2) ROWS OF SS NAILS @ 4" Co., STAGGERED, TYP.@ 2x4 TO 26 TRANSITION 2x4 WALL, RE: GENERAL NOTES FOR STUDISHEATHING REQ'M., TYP. 2x4 TO 2x6 FRAMING TRANSITION @ SHEAR WALLS 8 TYPICAL DETAIL 314"=f'-0' FRAMINGNOTSHOWN FOR CLARITY MEMBER STEEL BEAM, RE: PLAN. CAP Ewl (2) WES BOLTS, CAP R THICKNESS TO MATCH STEEL BEAM MIN. FLANGETHICKNESS,J$'MIN. STEEL COLUMN, RE: PLAN. TYPICAL POST AND STEEL BEAM END CONNECTION 13 TYPICAL DETAIL 314"=1'4/ FRAMINGNOT SHOWN FOR CLARITY iFFENERPLATE, EA. SIDE. @ TO OBEBE FULL WIDTH AND DEPTH OF T.O.STEEL MEMBER. RE: PIAN CAP & WIDTH = SEAM FLANGE WIDTH (b)+) •. CENTER CAP It ON STEEL POST CAP Pwl (4) );'e BOLTS, CAP P THICKNESS TO MATCH STEEL BEAM FIANGETHICKNESS,X-MIN. SHEAR WALL INTERSECTIONS SHEAR WALL INTERSECTIONS RE:PVJJ. INTERIOR WALL CONDITION EXTERIOR WALL CONDITION TYPICAL POST AND STEEL BEAM INTERMEDIATE CONNECTION 11 TYPICAL DETAIL 12 TYPICAL DETAIL 14 TYPICAL DETAIL W4,=1' -P W4"=1'41" TRUSS MANUF. TO NOTE - BLOCKING PANEL SHALL BE FULL WIDTH BETWEEN FLOOR TRUSSES TO ALLOW DIRECT NAILING OF BLOCKING PANEL VERT. SIDE LEGS TO ADJACENT FLOOR TRUSSES WITHOUT A GAP BOT. R OF WALL ABOVE, RE: APPROPRIATE SECTIONS FOR NAILING RE: ARCH FOR AWL. SHEATHING REOM. FOR DRAFTSTOP LOADING FLOOR DESIGN PLF FIRST 810 PIF SECOND TIO PIF THIRD WPLF FOURTH 600 PIF PRE-ENGINEERED FLOOR TRUSSES, RE: PLAN FASTEN VERT LEGS TO ADJACENTTRUSSESwI (4)100 NAILS, TYP. INFILL TRUSS WEB WHERE RECD. TRUSS MANUF. TO PROVIDE PRE -FABRICATED FULL DEPTH BLOCKING PANEL w12x4 TOP, BOT. 8 VERT. WEBS TO BE DESIGNED FOR LOAD PER TABLE, TYE, U.N.O. FASTEN BOT. CHORD OF BLOCKING PANEL TO WALL IY BELOW PER SHEAR WALL SCHEDULE @ SIM., TRUSS MANUF. TO PROVIDE ADD. VERT. MID WIDTH FOR LEDGER ATTACHMENT, RE: PLAN 8 SECTIONS. FLOOR BLOCKING PANELS 4 TYPICAL DETAIL 314'=1'-0" PARTY WALL CONDRION SHOWN HERE, BUT CONNECTION MON. SHALL ALSO BE USED @ EXTERIOR WALLS WHERE SPECIAL SHEATHING MGM. ARE SPECIFIED ON THE INTERIOR FACE OF THE WALL THIS DETAIL IS REO'D. @ LOCATIONS WHERE SHEAR WALL SHEATHING IS INTERRUPTED BY AN INTERSECTING WALL OR WHERE (2) SHEAR WALLS INTERSECT. IF THE SHEATHING ON A SHEAR WALL RUNS CONTINUOUS, B IS NOT INTERRUPTED BY PERPENDICULAR WALL, ADD'L STUDS & NAILING SHOWN HERE ARE NOT RED'D. SHEAR WALL, RE: PLAN (PARTY WALL CONDITION SHOWN HERE) BOUNDARYNAILING, RE: PLAN PROVIDE (2) ROWS OF 1011 NAILS @ 9" ox, STAGGERED BOUNDARYNAILING, RE: PLAN PROVIDE Mal NAILS @ 5" ox. INTO EA. STUD INTERIOR UNIT WALL, BE: PLAN WALL INTERSECTIONS 9 TYPICAL DETAIL 314• = P-0' DESIGN OF ALL STEEL CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE STEEL FABRICATOR. FIELD BOLTED CONNECTIONS SHALL BE BEARING TYPE wl Y4"a A325 -N BOLTS, U.N.O. ALL CONNECTIONS WHERE REACTIONS ARE NOT INDICATED ON PLAN SHALL SUPPORT 60% OF THE TOTAL UNIFORM LOAD CAPACITY IN BENDING FOR EA. BEAM 8 SPAN AS SHOWN IN THE AISC UNIFORM LOAD CONSTANT TABLES. CONNECTIONS SHALL GENERALLY FOLLOW THOSE AS FOUND IN ABC CONSTRUCTION MANUPL" THIRTEENTH EDITION. JOISTS. FLOOR MUSS, DECKING, ETC. NOT SHOWN FOR CLARITY rr STEEL BEAMS. RE: PLAN @ LOCATIONS WHERE BEPMS FRAME OVER BEAMS, PROVIDE }¢' FITTED STIFFENERS EA. SIDE OF EA. BEAM WEB, TYP. BEAM TO BEAM SINGLE R CONNECTION, STEEL FABRICATOR TO DESIGN FOR SERVICE LOADS SHOWN ON PLAN, USE Y'a BOLTS TYP. UNLESS LARGER BOLTS READ. DUE TO REACTION SHEARCONNECTION STANDARD FRAME BEAM CONNECTION 15 TYPICAL DETAIL W4"=1'41" TRUSS MANUF. TO NOTE- BLOCKING PANEL SHALL BE FULL WIDTH BETWEEN ROOF TRUSSES TO ALLOW DIRECT NAILING OF BLOCKING PANEL VERT. SIDE LEGS TO ADJACENT ROOF TRUSSES WITHOUT A GAP PRE-ENGINEERED ROOF TRUSSES, RE: PLAN FASTEN VERT. LEGS TO ADJACENT TRUSSES wl IN NAILS @ 4" ox. (4) 16x1 NAILS MIN. FASTEN BOT. CHORD TO DBL. \ PRE-ENGINEERED FULL DEPTH TOP R PER SHEAR WALL BLOCKING PANEL III W TOP, BOT. SCHEDULE B VERT. WEBS, DESIGNED FOR DRAG LOAD INDICATED BELOW. TO BE DESIGNED FOR 350 pf LATERAL DRAG LOAD ROOF BLOCKING PANELS 5 TYPICAL DETAIL 314'=1'-0" NO SPLICES PERMITTED ADDL. 2x STUD @ EA IN CBL TOP IP WITHIN 4'-0' PARTY WALL LOCATION OF PARTY WALL INSULATION TO FILL IN ADDITION TO MAX. SUPPORTED SQUARE FOOTAGE @ CONTRACTOR'S OPTION, PROVIDE 22 CONT. WDLL SHEATHING, CAVITY, RE: MEN. 25' ox. MAX. VERT. PROVIDE ADDITIONAL ANCHORS ANCHORS@ ELEVATIONS LESS THAN 30 RE: PLAN ABOVE BASE BRICK BEA RING ELEVATION DIMENSION, PLACE ANCHORS WITHIN 12- OF OPENINGS 184 NAILS SPACED PER PARTY WALL SHEATHING, A, ANCHOR R WALL SHEAR WALL, RE: PLAN RE: PLAN STRUCTURAL ENGINEERS Co190211 303 783 4797 F,, 303 33 ....... Ee C, AIR SPACE, RE: ARCH 2x PARTY WALL STUDS CORRIDOR/PARTY WALL INTERSECTION DETAILS 10 TYPICAL DETAIL 314'=1'-0" I, .VENEER, WOOD STUD WALL FRAMING, RE: PLAN RE. ARCH PROVIDE ADJUSTABLE TWO-PIECE ANCHORS At WIPE ANCHOR COMPONENT OF W1] SIZE (MIN.) FOR EVERY 2.67 SO.". OF WALL AREA. THE SLOTTED BASE MUST PROVIDE UP TO IY� VERT. TRAVEL. LOCATE WIRE ANCHOR @ BASE OF SLOT @ TIME OF CONSTRUCTION TO &LOW FOR VERT. DISPLACEMENT DUE TO LONG TERM WOOD SHRINKAGE & MASONRY EXPANSION BRICK TIES 16 TYPICAL DETAIL WC=1'4Y IN ADDITION TO MAX. SUPPORTED SQUARE FOOTAGE @ CONTRACTOR'S OPTION, PROVIDE 22 LISTED ABOVE, SPACE ANCHORS @ 32' G.A. MAX. HORIZ. & GA. CORRUGATED SHEET METAL 25' ox. MAX. VERT. PROVIDE ADDITIONAL ANCHORS ANCHORS@ ELEVATIONS LESS THAN 30 AROUND OPENINGS LARGER THAN HE IN EITHER ABOVE BASE BRICK BEA RING ELEVATION DIMENSION, PLACE ANCHORS WITHIN 12- OF OPENINGS BRICK TIES 16 TYPICAL DETAIL WC=1'4Y z LD UUz ED D x V a E rc a 3C a i LU 111 �� ■ KEPHART Community • planning a architecture 2555 WALNUT STREET UENVER, CULORAOU MGM A, ANCHOR R ENGINEERING STRUCTURAL ENGINEERS Co190211 303 783 4797 F,, 303 33 ....... Ee C, Z W `2 r SPL, W D 0 W w NTTTTTTTTT� IEEI� cY') � :� 38160 s: �•, Uarzsreoel •� No. Date Issue Gobal PERMn SURUI 1 1YNMV 0011115ALINNeERREV 2 DIMUN MINER Project Engineer SUB Reviewing Engineer RMS Date NINE 07/25/2019 job Number NINE 190595 Drawn By EG/LD Checked By RMS Title TYPICAL SECTIONS Sheet Number SMA z LD UUz ED D x V a E rc a 3C a i LU ROOF TRUSS SCHEDULE TYPE DESCRIPNONISPACING HANGER Tt ROOF TRUSSES @24"o.c. PERMANUF. T2 JACK TRUSSES @24"o.c PERMANUF. GT GIRDERTRUSS PERMANUF. HJ HIPJACK PERMANUF. EW ENDWALLTRUSS PERMANUF. SEW STRUCTURAL ENDWALE TRUSS PERMANUF. OR 2x6 OUTRIGGERS @24"o.c NIA R1 2x6s@24"o.c. A35 R2 2x12'5@16'o.c. NIA NOTES: 1. TRUSSES SHALL BE DESIGNED& SHOP DRAWINGS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 2, GIRDER TRUSSES GT SHALL BE SUPPORTED BY QUADRUPLE 2x GANG SNOB EA. ENO. STUDS SHALL BE COM TO FWD. PROVIDE FULL DEPTH BLOCKING GN& FLOORS, EYE. 3. TRUSSTO-BEATO DESIGN&-GIRDEALLTRUCTIO-TRUSS, TRE ARCH. FOR &T. CHORD GIRDER CONNECTIONS TYP. 4. 'RE:ARCHUF.TO DESIGN TRUSSEOF S FTRUSS DEAD LOFILEAD TYP. ps 5. & SNOW MANUF. TO DESIGPICAL. ES FOR DEAD LOAD=151sT 8 SNOW LOAD =301sT, TYPICAL. R w 0 0 a U N FLOOR TRUSS & JOIST SCHEDULE TYPE SIMSPACINGHANGER (FACEMOUNT) HANGER (TOP FLANGE) "1 18' DEEP PRE-ENGINEERED TRUSSES SPACED PER MANOR (24'oc.MAX.) PERMANUF. PERMANUF. FTP 14' DEEP PRE-ENGINEERED TRUSSES SPACED PER MANOR (24'o.c.MAX.) PERMANUF. PERMANUF. FTS PRE-ENGINEERED TRUSSES wt SLOPED TOP CHORD SPACED PER MANUF.PI PERMANUF. PERMANUF. FEW PRE-ENGINEERED END WALL MUSS (MATCH ADJACENT MUSS DEPTH) PERMANUF. PERMANUF. $FEW PRE-ENGINEERED STRUC. END WALL TRUSS (MATCH ADJACENT TRUSS DEPTH) PERMANUF. PERMANUF. FST PRE-ENGINEERED GIRDER MUSS (MATCH ADJACENT TRUSS DEPTH) PERMANUF. PERMANUF. J1 2x1 Ys@1T o.c. HU212 WA J2 (2)2x125@16"ox, LUS214-2 NIA J3 1Y'h11Yc"LVL's@12"oc. U14 NIA NOTE: 1. FLOOR TRUSSES SHALL BE DESIGNED& SHOP DRAWINGS SHALEBE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. SUBMIT TO THE ARCHITECT FOR REVIEW& APPROVAL PRIOR TO SUBMITTING TO THE ENGINEER OF RECORD. 2. FLOOR TRUSS NANUFACTURERTO DESIGN TRUSSES FOR DEAD LOAD =Mpg&ENE LOAD= Mpg[ TYPICAL, U.N.O. UMITUVE LOAD DEFLECTION TO 1-1480 OR$' MAX. 3. FLOOR TRUSS MANUFACTURER TO DESIGN SLOPED TOP CHORD BALCONY TRUSSES FOR DEAD LOAD =50 pd&LIVE LOAD =60 pd.. LIMIT LIVE LOAD DEFLECTION TO IJ4W DRY" MPX. RE: ARCH. FOR TOP CHORD SLOPE &TRUSS PROFILE. 4. pJJJJJJJJJ, - HATCH INDICATES REGION OF FLOOR TRUSSES TO BE DESIGNED FOR TOTAL LIVE LOAD =100 Fat 5. i - HATCH INDICATES REGION OF FLOOR TRUSSES TO BE DESIGNED FOR TOTAL LIVE LOAD =150 pig 6. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR BLOCKING, BRIDGING,& CANTILEVERED ENDS COLUMN SCHEDULE TYPE SIZE CAPISASE C1 (3)a4 NIA C2 (4)a4 NIA 03 (5)£n4 NIA C4 (3)2x6 NIA 05 (4)2x6 NIA 06 (5)M NIA CT 5Y9T 1.8E PSL RE: PLAN I NIA OR PT.6x6.51 WE: ABW66TD 09 H$S4x4N% RE13&14W04/RENOTE6 OLD HSSSx5xj§' RE13&145JOA/RE NO7E6 NOTES: 1. COLUMNS SHOWN THUS ®ON PLAIN & NOT CALLED OUT TO BE DBL. 2X4 IF POST IS LOCATED IN 2x4 WALL FRAMING, DBL. 2A IF LOCATED IN 2x8 WALL FRAMING. 2. [3 INDICATES POST FROM ABOVE. CONTRACTOR TO ENSURE THAT POST BEARS DIRECTLY ATOP BEAM BELOW OR CONTINUE SAME POST THAT IS INDICATED IN UPPER FRAMING PLANS wt SOVASH BLOCKS BETWEEN FLOORS TO THE FOUNDATION, TYP. 3. RE: APPROPRIATE DETAILS FOR CAP It & BASE R BOLTING REO'M. 4, SUPPORT ALL EXTERIOR WINDOW &DOOR HEADERS W/TWO TRIMMER STUDS (T) & TWO KING STUDS (K) TYPICAL, U.NO. TRIMMER & KING STUDS SHALL BE OF THE SAME SIZE, SPECIES, & GRADE AS THE SURROUNDING WALL FRAMING. TFT INDICATES NUMBER OF TRIMMER STUDS REQUIRED. kK INDICATES NUMBER OF KING STUDS REQUIRED. 5. STANDARD ADJUSTABLE PIPE COLUMNS GOOD FOR A MINIMUM WORKING LOAD OF 32.4 KIPS. 6. PROVIDE EMBED ft6A'-8"wl(4)Y'ax4'HAS. T. FASTEN BASE TO SLAB W/VOXI%' TITEN HD SCREW ANCHOR. 8. P.T. NOT READ. @ INTERIOR CONDITIONS. BEAM SCHEDULE TYPE SIZE HANGER B1 (2)2x8 WA S2 (2)HNO WA 83 (2)HN2 WA S4 (3)2x8 WA B5 D)HNO HU2103 (MAXJ 86 (3)2x12 HU21M(MAX,) BT (2)1nW4'LVL WA BB (3)1nW4'LVL WA 89 (2)IYk11Y"EVIL U414 BID (3)1Yk11Y"EVIL HUCO612SDS B11 (2)1Y'x14'LV- HU414 B12 (3)1Y'x14'EVIL WA 813 (2)1Y'XIVEVIL WA B14 (3)1Y'XIVEVIL WA 815 (2)1Y'x18'EVIL HU416 816 (3)1Y'x18'EVIL WA B17 (2)1n7Y'LVL HI 0�� (3)1Ykri"LVL SYk11 �'D.F. GL (4)2xID W r82 (411Yk113i"LVL (4)902 I� C� PI 1Y"x18"LVL WA NOTE: 1. BEAMS& HEADERS SHOWN ON PLAIN & NOT DESIGNATED wlA MARK ARE TO BE (2) 2x6. INCREASE TO THREE PLY BEAMS & HEADERS INSIDE 2x6 WALL FRAMING, TYP. @CONTRACTOR'S OPTION, A FULL DEPTH HEADER MAY BE INSTALLED DIRECTLY BENEATHTHEDBL.TOPR. HEADERSEENOTTOBELESSTHAN THAT INDICATED ON PLAN. 2. RE: TO COLUMN SCHEDULE FOR TRIMMER& KING STUD REO'M. 3. DASHED BEAM TYPES ARE DROPPED, TYPICAL 4. SIDE LOADED MULTIPLE PLY BEAM CONNECTIONS: • (2)PLY:NAILwi(3)ROWS19d NAILS@12"o.c • (3)PLY:(2)R0WSY'0BOLTS@16"oC • (4)PLY:ZRCWS$"0BOLTS@12"o.c z Ld z V 0 0 x V 6 E rc 5 _1 c�D a 0 111 �� ■ KEPHART community • planning • amhitecture 2555 WALNUT STREET DENVER, Ca.Oa woos www_kePn.D<� JANCHOR ENGINEERING s.Suc.usaL Ex al EEss 2531M1 5 09) 1 D ,, Co130 9133 50383•„�n e,, 303 �4790211 I FM O U] Z W LLL , QFV+NiJ aW/ Q WW/ WPL� con W W 0�� W w I� C� :� 38160 s: �•, parzsreoet •� No. Date Issue oeene PERMESUsumu 1YNMV AL IN NER REV 2 OhUo OWNERS Project Engineer BUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title FRAMING SCHEDULES Sheet Number SO - 0.5 z Ld z V 0 0 x V 6 E rc 5 _1 c�D a 0 1. (2)A x 94- DOWELS, TYP. @ALL RE-ENTRANT CORNERS WHERE SHOWN. 2 115@IT ox. wl 12' HOCK, TURN DOWN INTO PERI METER RI B, TYP. WHERE SHOWN THUS. 3. STEP B.O.C. 4. WIDEN TRENCH AS REDD. TO PROVIDE A MIN. TRANSITION OF 12:1 FOR TRENCH TENDONS. 5, RIB TENDON wl INTERMEDIATE STRESSING, RE: 171S0-0.3 FOR BLOCKOUT REAM. 6. 3'6' x 3'6' x 1T PAD FOOTING w/ (4) #5 EA. WAY @ BOT. OF FOOTING. ]. STEP T . C. S. T.O.C. ELEV. =98'-2,' 9, 1T CONC, WALL REINF. W1 #8 VERTS. @ 1T o.c EA. FACE 8 #5 HORIZ. @ 18• o.c. M. FACE. EXTEND VERT. BAR FULL DEPTH OF SLAB RIB BELOW. 10. T.O.C. ELEV.=95'-2". 11. PROVIDE 4'-0•x4'-0"x12'THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINF. wl(5)#5 BTWN. EA. DIRECTION. 12. PROVIDE S'FVx5'-0"x12' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAN REINF wl (6) #5 BTWN. M. DIRECTION. 13. PROVIDE60"x8'-0kt4' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINF WI (]) 9 BTWN. M. DIRECTION. 14. PROVIDE] TxT-0"x16'1`11ICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINF wl (8) #5 BTWN. EA. DIRECTION. 15. PROVIDE - x' C 0 ING P RTINGRIFRIBONPLAN REINF. w 11 #5 . EA DIR CTI N. , 18. PROVIDE8'- x1 'x C 0 I FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. W/ (9) 9 LONG BARS TOP& GOT &#5's 12' c.c. TOP 8 BOT. TRANS. BARB. 17. PROVIDE 9'-0'x9'-0MZII' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAN REINF wl (9) #6 BTWN. M. DIRECTION. 18. PROVIDE 10' -0'x5 -0'x12• THICK PAD FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (6)A LONG BARS TOP & BOT. & #5'S @ IT O.C. TOP & BOT. TRANS. BARS. 19. PROVIDE 1Z,0 '-0'x1 T THICK COMBINED FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (6)#5 LONG BARS TOP & BOT. & #5'S @ 12' O.C. TOP & BOT TRANS. BARS. 20. PROVIDE B'-Vx8'6"x1TTHICK COMBINED FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (9)#5 TOP & BOT. EA DIRECTION. 21. THRU-BOLT HOLDOWN BOLTS THROUGH ENTIRE STUD -PACK OF DEL. STRAPS ABOVE. 23. PROVIDE EMBED RY'80'-V W1 (4) YVA' HAS. T FROM EDGES OF B FOR AWNINGCOLUMN. 1 9 w 0 a U N J 11 SHADED 7 ENCHES: D(DEPTH)=87 SHADED TRENC IM D(DEPTH)=HIT 6 6 6 6 w 9 5120 , 5120 SI 20 5120 3 L� HIM a ,r HDI / 4 V c 4 L Y - r-- — ---� J// HD2 HD3 \ -- y` ---- ry Hot III /- —� —� - `` 4 ' / 1 pill 1 /, 3 III III ' J 1 HD5 1 0 / I� III 1 �// r 1 / �� F1 I ------ J ------- JL -------i LJ ------ JL ------ J J _-------J L— ----- ��-- n05 III III Hos III Hos III III HD4 III III III III 'v IIINo4 POUR#s III III III III f 5• THICK P.T. 3'-6' 441• s•6y" ffi:' tD III SLAB. III III B III III III 19 = III s1 '% 3120 HIM 81-2.0 III ELEV. p-0" SUBIII III St -20 III 'IIII III 5120 J ---- III -- __ 44 r 1---- — ==�L =--J� _—J�=-----J�-----�------�L------=�L—= --lir= -,I \�-- ------ _ —— — ---- —_— _-- _—_ —_——_ ------ — — ----------- — -- — — ,Ir-- r ,Ir----- �1r- r� r----,Ir------,----- I` „ „ III I I III I I III I I III I I III I I I I I 6'-10" 17-9' 12' 9" T-0' 1741' ,34• ,34• 1741' 11'-8" 13'-2' 9' -?J¢' 1741' ,T4• 13'1' 17 `P RE'. ARCH. 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THE NUMBERS SHOWN INDICATE THE RELATIVE ELEVATIONS &:REEZEECH WIGS.CLOSURFOR 'LBELOW SUB 9 OFTHESLABON EACH SIDE. RE: CIVIL FOR ACTUAL ELEVATIONS. INSULATION TO MEET MECHANICAL REO'M. 6. �- INDICATES A BREAK LINE WHERE THE SLAB BEGINS TO SLOPE. ]. IN ALL TRENCHES PROVIDE A MIN. OF(2)9 CONT. @MT. OF TRENCH, TYP. U.N.O. 8. STEP B.O. TRENCH AS REM TO MEET MINIMUM 3'H()' FROST DEPTH REQ'M. CONTRACTOR TO VERIFY THAT STEPS IN B.O. TRENCH COORDINATE wl SITE GRADING 8 THAT 3'-0• FROST DEPTH IS MAINTAINED FOR B.O. TRENCH @ PERIMETER & EXTERIOR LOCATIONS.R T 003 OR REINFORCING REQ'M.@ Q STEP LOCATIONS. FIELD VERIFY ALL STEP LOCATIONS INDICA LAN. RE(�FOR TRENCH 1 REINFORCING REO'M. @ VARIOUS GRADE CHANGES. 9. ///i'- INDICATES SLOPED CONCRETE, RE:ARCH. FOR SLOPE,& SLOPES TO DRAINS, TYP. AREAWAREAW OWNER & CONTRACTOR TO VERIFY ALL DIMENSIONS & T.O.C. ELEVATIONS w/ ARCH. & CIVIL PLANS PRIOR TO CONST, NOTIFY ENGINEER OF RECORD OF ALL/ANY DISCREPANCIES PRIOR TO CONST. ANCHOR ENGINEERING, INC. ACCEPTS NO LIABILITY FOR INCORRECT DIMENSIONS, ELEVATIONS, &/OR BRICK LEDGE LOCATIONS ANCHOR ENGINEERING INC. RECOMMENDS THE USE OF ENCAPSULATED TENDONS AS INDICATED IN THE "SPECIFICATION FOR UNBONDED SINGLE -STRAND TENDONS." ENCAPSULATED TENDONS ARE REQ'D. IN CONDITIONS CONSIDERED AGGRESSIVELY CORROSIVE, WHICH PER THE SPECIFICATIONS INCLUDES TENDON ANCHORAGE ZONES EXPOSED TO EARTH. INDUSTRY PRACTICE IN THE COLORADO FRONT RANGE HAS HISTORICALLY INCLUDED THE USE OF NON -ENCAPSULATED TENDONS FOR POST -TENSIONED SLAB -ON -GROUND FOUNDATIONS. THE USE OF NON -ENCAPSULATED TENDONS INCREASES THE POTENTIAL FOR TENDON ANCHORAGE FAILURES DUE TO CORROSION. NON -ENCAPSULATED TENDONS SHALL NOT BE UTILIZED ON THIS PROJECT, EXCEPT C THE DIRECTION OF THE PROJECT OWNER. PROJECT OWNER SHALL ACCEPT THE RISK OF ACCELERATED CORROSION DAMAGE TO THE POST -TENSIONING TENDONS IF NON -ENCAPSULATED TENDONS ARE SELECTED. 1. TRENCHES ARE TO BE IT WIDE, TYP. U.N.O. 2. TRENCHES NOT HATCHED ON PLAN ARE TO BE 30' DEEP, TYP. T - INDICATES 24" DEEP TRENCH. /� -INDICATES 25" DEEP TRENCH. / 1 - INDICATES 3s" DEEP TRENCH. AREA'D' II AREA'C' KEY PLAN O N.T.S. 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENvER, CoLm auo woos JANCHOR ENGINEERING s.suc.uaaL Ex al EERs 2533 17th t, D,nrec Co180211 -4797 F,, 303 8330 9 3037834797 I FM O Z w Wiiiii% Q a Q rWI W w w 0�� W w :� 38160 s: �•,• oarzsrepel No. Date Iseue os^mrzmo EERMnsuazxmu --7— Emma x NWNER REV 2 MAL `IVaaKN 51 Project Engineer SJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title UPPER FOUNDATION PLAN - AREA A Sheet Number S1-000 1. (2)A x 6'-0'DOWELS, TYP. @ALL RE-ENTRANT CORNERS WHERE SHOWN. 2 115@IT ox. wl 12' HOCK, TURN DOWN INTO PERI METER RI B, TYP. WHERE SHOWN THUS. 3. STEP B.O.C. 4. WIDEN TRENCH AS REDO. TO PROVIDE A MIN. TRANSITION OF 12:1 FOR TRENCH TENDONS. 5, RIB TENDON wI INTERMEDIATE STRESSING, RE: I7ISO-0.3 FOR BLOCKOI/T REOM. 6. 3`41'x T -EE x 1T PAD FOOTING w/ (4) #5 EA. WAY @ BOT. OF FOOTING. T. STEP T . C. S. T.O.C. ELEV. =98'-2,' 9, 1T DUNG, WALL REINF. W/ #8 VERT$. @ 1T o.c EA. FACE & #5 HOPES. @ 18-o.c. M. FACE. EXTEND VERT. BAR FULL DEPTH OF SLAB RIB BELOW. 10. T.O.C. ELEV.=95'-2'. 11. PROVIDE 4'-0'x4'-Vx1TTHICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINF. wl(5)#5 BTWN. EA. DIRECTION. 12. PROVIDES'-D"x5'41"x12' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAN REINF. wl (6) #5 BTWN. M. DIRECTION. 13. PROVIDE 6'-Tx8'-0'x14' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINF. wl (1) 9 BTWN. M. DIRECTION. 14. PROVIDE]'-0'xT-0"x1MTHICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN KEINE wl (8) #5 BTWN. EA. DIRECTION. 15. PROVIDE' gQ'Y,J"TRIC 0 IN( PPORTING P.T. RIB ON PLAN REINF.w 11 #5 EA DIR CTI N. 1 18. PROVIDE B'- xt x CI 0 I FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAIN REINF. wl (9) 9 LONG BARS TOP & BOT. & #5's @ 12' a.c. TOP 8 BOT. TRANS. BARS. 17. PROVIDE 9' -0'x9' -0"x20' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAN REINF. wl (9) #6 BTWN. M. DIRECTION. 18. PROVIDE 10' -0'x5 -0'x12' THICK PAD FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (6)A LONG BARS TOP & BOT. & #5'S @ IT O.C. TOP & BOT. TRANS. BARS. 19. PROVIDE I2-0"x54)Xl T THICK COMBINED FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAIN REINF. wl (6)#5 LONG BARS TOP & BOT. & #5'S @ 12' O.C. TOP & BOT TRANS. BARS. 20. PROVIDE 8'-O'xB'-0"x1TTHICK COMBINED FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (9)#5 TOP & BOT. EA DIRECTION. 21. THRU-BOLT HOLDOWN BOLTS THROUGH ENTIRE STUD -PACK OF DEL. STRAPS ABOVE. 23. PROVIDE EMBED RY} 80'A"wl(4)Y'OA' HAS. T FROM EDGES OF B FOR H O N OWNER & CONTRACTOR TO VERIFY ALL DIMENSIONS & T.O.C. ELEVATIONS w/ ARCH. & CIVIL PLANS PRIOR TO CONST., NOTIFY ENGINEER OF RECORD OF ALL/ANY DISCREPANCIES PRIOR TO CONST. ANCHOR ENGINEERING, INC. ACCEPTS NO LIABILITY FOR INCORRECT DIMENSIONS, ELEVATIONS, &/OR BRICK LEDGE LOCATIONS ANCHOR ENGINEERING INC. RECOMMENDS THE USE OF ENCAPSULATED TENDONS AS INDICATED IN THE "SPECIFICATION FOR UNRONDED SINGLE -STRAND TENDONS." ENCAPSULATED TENDONS ARE REQ'D. IN CONDITIONS CONSIDERED AGGRESSIVELY CORROSIVE, WHICH PER THE SPECIFICATIONS INCLUDES TENDON ANCHORAGE ZONES EXPOSED TO EARTH. INDUSTRY PRACTICE IN THE COLORADO FRONT RANGE HAS HISTORICALLY INCLUDED THE USE OF NON -ENCAPSULATED TENDONS FOR POST -TENSIONED SLAB -ON -GROUND FOUNDATIONS. THE USE OF NON -ENCAPSULATED TENDONS INCREASES THE POTENTIAL FOR TENDON ANCHORAGE FAILURES DUE TO CORROSION. NON -ENCAPSULATED TENDONS SHALL NOT BE UTILIZED ON THIS PROSECT, EXCEPT @ THE DIRECTION OF THE PROSECT OWNER. PROSECT OWNER SHALL ACCEPT THE RISK OF ACCELERATED CORROSION DAMAGE TO THE POST -TENSIONING TENDONS IF NON -ENCAPSULATED TENDONS ARE SELECTED. LOWER FOUNDATION O PRUE I PLAN - AREA B NOTES: 1RE=1'-0' PROJECT 1. RE: S00.0 & 504.1 FOR TYPICAL FOUNDATION NOTES. 2. HCp - INDICATES SIMPSON HOLDOWN, RE: SCHEDULE ON SHEET SMA. REFER TO THE PIAN FOR THE SPECIFIC HARDWARE REQUIRED & LOCATION TYPICAL. 3. RE: TENDON LAYOUT PIAN FOR TRENCH& BLAB TENDON PLACEMENT. 4. HATCHED AREAS ON THE PIANS INDICATE SLOPED CONCRETE. RE: ARCH. FOR SLOPES,& SLOPES TO DRAINS, TYR 5. L_ -INDICATES A STEP IN THE SUB. THE NUMBERS SHOWN INDICATE THE RELATIVE ELEVATIONS OF THE SLAB ON EACH SIDE. RE: CIVIL FOR ACTUAL ELEVATIONS. B. �- INDICATES A BREAK LINE WHERE THE SLAB BEGINS TO SLOPE. 1. IN ALL TRENCHES PROVIDE A MIN. OF (2) #5 CONT. @ BOT. OF TRENCH, TYP. U N.O. B. STEP B.O. TRENCH AS REVD. TO MEET MINIMUM 3' -0 -FROST DEPTH FLOW. CONTRACTOR TO VERIFY THAT STEPS IN B 0. TRENCH COOROINATE wl SITE GRADING & THAT 3'-0' FROST DEPTH I$ MAINTAINED FOR B.O. TRENCH @ PERIMETER & EXTERIOR LOCATION$. RE T OF 3 OR REINFORCING REQ'M.@ STEP LOCATIONS. FIELD VERIFY ALL STEP LOG ATION$INDICA LAN.R 9 63 OR TRENCHAl REINFORCING REO'M. @ VARIOUS GRACE CHANGES. 9. ////- INDICATES SLOPED CONCRETE, RE.ARCH. FOR SLOPE,& SLOPES TO DRAINS, TYP. PROVIDE 6 MIL MIN. POLWAPOR BARRIER BELOW ALL POST -TENSIONED SLABS N -GRADE RIGID INSULATION TO BE PROVIDED BELOW SLAB @ ALL EXTERIOR PATIO, GARAGE APRONS, & BREEZEWAYSIEXIT ENCLOSURES, TYP. U.N.O. RE: ARCHIMECH DWGS. FOR ADD'L. BELOW SLAB INSULATION TO MEET MECHANICAL REO'M. 11 FOUNDATION TRENCH SCHEDULE 11 1. TRENCHES ARE TO BE IT WIDE, NP. ONO. 2. TRENCHES NOT HATCHED ON PLAN ARE TO BE WDEEP,NP. IIlIN[N:\Ix--YZY9gg918q�[N:A INDICATES 25' DEEP TRENCH. - INDICATES N' DEEP TRENCH. AREA W 61.L:1LA71 AREA'C' KEY PLAN O N.T.S. z L� z V 0 0 x V 6 E rc 5 _1 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DFovER, CoLmuu o woos JANCHOR ENGINEERING s.suc.usaL Ex al EEss 2535 17th Street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , QFV+NiJ amW Q� wWW w C� o � :� 38160 s: �•, oarzsrepel ,� No. Date Issue kobad PERMFISURA u IYNMVlilibbiblill IV NER REV 2 OhUo ONNERa 5 Project Engineer SUB RMS0]/25/2019 190595EG/LD pngineer RMSER FOUNDATIONLAN-AREABber1-0.1 z L� z V 0 0 x V 6 E rc 5 _1 1. (2)A x 94' DOWELS, TVP.@ALL RE-ENTRANT CORNERS WHERE SHOWN. 2 115@IT ox. wl 12' HOCK, TURN DOWN INTO PERI METER RI B, TYP. WHERE SHOWN THUS. 3. STEP B.O.C. 4. WIDEN TRENCH AS REDO. TO PROVIDE A MIN. TRANSITION OF 12:1 FOR TRENCH TENDONS. 5, RIB TENDON wI INTERMEDIATE STRESSING, RE: I7ISM.3 FOR BLOCKOUT PEON. 6. 3'6' x 3'6' x 1T PAD FOOTING w/ (4) #5 EA. WAY @ BOT. OF FOOTING. T. STEP T . C. S. T.O.C. ELEV. =98'-2,' 9, 1T CONC, WALL REINF. W/ #8 VERT$. @ 1T ec. EA. FACE & #5 HORIZ. @ 1B' o.c. M. FACE. EXTEND VERT. BAR FULL DEPTH OF SLAB RIB BELOW. 10. T.O.C. ELEV.=95'-2". 11. PROVIDE 4'-0"x4'-0"x1TTHICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINF. wl(5)#5 BTWN. EA. DIRECTION. 12. PROVIDES'-Vx5'4Fx12' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAN REINF. wl (6) #5 BTWN. M. DIRECTION. 13. PROVIDE 6'-17x&4)NI4' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINF. wl (T) 9 BTWN. M. DIRECTION. 14. PROVIDE 7'-VxT4Fx16'THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINF wl (8) #5 BTWN. EA. DIRECTION. 15. PROVIDE' gQ'Y,J"TWIC 0 IN( PPORTING P.T. RIB ON PLAN REINF.w 11 #5 EA DIR CTI N. 1 18. PROVIDE B'- xt x CI 0 I FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (9) 9 LONG BARS TOP & BOT. & #5's @ 12' a.c. TOP & BOT. TRANS. BARS. 17. PROVIDE 9' -0'x9' -0"x20' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAN REINF. wl (9) #6 BTWN. EA. DIRECTION. 18. PROVIDE 1U -0 -X64 -x12' THICK PAD FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (6)A LONG BARS TOP & BOT. & #5'S @ IT O.C. TOP & BOT. TRANS. BARS. 19. PROVIDE I2-0" 41x1 T THICK COMBINED FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (6)#5 LONG BARS TOP & BOT. & #5'S @ 12' O.C. TOP & BOT TRANS. BARS. 20. PROVIDE 8'4O'xFRTx1TTHICK COMBINED FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (9)#5 TOP & BOT. EA DIRECTION. 21. THRU-BOLT HOLDOWN BOLTS THROUGH ENTIRE STUD -PACK OF DEL. STRAPS ABOVE. 23. PROVIDE EMBED BY'80'6"wl(4)Y'OA' HAS. T FROM EDGES OF E FOR 9 w 0 0 a U N ACTOR TO VERIFY ALL DIMENSIONS & T.O.C. CH. & CIVIL PLANS PRIOR TO CONST., NOTIFY ) OF ALL/ANY DISCREPANCIES PRIOR TO CONST. 7G, INC. ACCEPTS NO LIABILITY FOR INCORRECT EVATIONS, &/OR BRICK LEDGE LOCATIONS RECOMMENDS THE USE OF ENCAPSULATED IN THE "SPECIFICATION FOR UNBONDED ." ENCAPSULATED TENDONS ARE REQ'D. IN LGGRESSIVELY CORROSIVE, WHICH PER THE JDON ANCHORAGE ZONES EXPOSED TO EARTH. )OLORADO FRONT RANGE HAS HISTORICALLY 7CAPSULATED TENDONS FOR POST -TENSIONED 4S. THE USE OF NON -ENCAPSULATED TENDONS FOR TENDON ANCHORAGE FAILURES DUE TO I•ED TENDONS SHALL NOT BE UTILIZED ON THIS CION OF THE PROJECT OWNER. PROJECT OWNER ACCELERATED CORROSION DAMAGE TO THE NON -ENCAPSULATED TENDONS ARE SELECTED. PROVIDE 6 MIL MIN. POLYVAPOR BARRIER BELOW ALL POST -TENSIONED SLOBS-ONGRADE RIGID INSULATION TO BE PROVIDED BELOW SLAB @ ALL EXTERIOR PATIO, GARAGE APRONS, & BREEZEWAYSIEXR ENCLOSURES, TYP. U N.O. RE: ARCHIMECH DWGS. FOR ADD L. BELOW SLAB INSULATION TO MEET MECHANICAL PEON JNDATION AC 00 118"=1'-0" PROJECT TRUE %TION NOTES. )OWN, RE: SCHEDULE ON SHEET M41.1. REFER TO THE PLAN :D & LOCATION TYPICAL. I & SLAB TENDON PLACEMENT. TE SLOPED CONCRETE. RE: ARCH. FOR SLOPES. & SLOPES TO %B. THE NUMBERS SHOWN INDICATE THE RELATIVE ELEVATIONS OR ACTUAL ELEVATIONS. ERE THE SLAB BEGINS TO SLOPE. 19 CONT. @ BOT OF TRENCH, TYR U.N.O. MINIMUM T41' FROST DEPTH REOM. CONTRACTOR TO VERIFY TE at SITE GRADING & THAT 3'-P FROST DEPTH IS MAINTAINED IRIOR LOCATIONS. RE T .3 O9R REINFORCING REO'M. @ Q T LOCATIONS INDICA UN. RE .3�OR TRENCH E CHANGES. TE, RE: ARCH. FOR SLOPE, & SLOPES TO DRAINS, TYR AREA W AREA'S' AREA'D' u ARE_A'C' KEY PLAN O N.T.S. z L� z V 0 0 x z 0 rc 5 _1 c�D a 0 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENvER, Ca.Oa sums JANCHOR ENGINEERING s.suc.usaL Ex al EEss 2535 17th Street, D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , Q ^W i^✓/Z aW Q LU w 0 °C1 W w � iyh V :� 38160 s: �•, oarzsrepel ,� No. Date Issue kobad PERMESURAI IYNMVlilittIffiallUAL IV NER REV 2 OhUo ONNERa 51 Project Engineer SJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title LOWER FOUNDATION PLAN - AREAL Sheat Number S1 z L� z V 0 0 x z 0 rc 5 _1 c�D a 0 B 1. (2)A x 94' DOWELS, TYP. @ALL RE-ENTRANT CORNERS WHERE SHOWN. 2 115@IT ox. wl 12'HOOK, TURN DOWN INTO PERI METER RI B, TYP. WHERE SHOWN THUS. 3. STEP B.O.C. 4. WIDEN TRENCH AS RECD. TO PROVIDE A MIN. TRANSITION OF 12:1 FOR TRENCH TENDONS. 5, RIB TENDON wI INTERMEDIATE STRESSING, RE: I7ISM.3 FOR BLOCKOUT REOM. 6. 3'6' x 3'6' x 1T PAD FOOTING w/ (4) #5 EA. WAY @ BOT. OF FOOTING. T. STEP T . C. S. T.O.C. ELEV. =98'-2,' 9, 1T DOING, WALL REINF. W/ #8 VERT$. @ 1T o.c EA. FACE & #5 HORIZ. @ 18-o.c. M. FACE. EXTEND VERT. BAR FULL DEPTH OF SLAB RIB BELOW. 10. T.O.C. ELEV.=95'-2". 11. PROVIDE 4'-0"x4'-0"x12'THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINF. wl(5)#5 SEWN. EA. DIRECTION. 12. PROVIDE 5'-Vx5'J1"x12' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAN REINF. wl (6) #5 BTWN. M. DIRECTION. 13. PROVIDE 6'-0"X8'4)kI4' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINF. wl (T) 9 BTWN. M. DIRECTION. 14. PROVIDE T-VxT-0"x16'THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN KEINE wl (8) #5 SEWN. EA. DIRECTION. 15. PROVIDE' gQ'Y,J"TWIC 0 IN( PPORTING P.T. RIB ON PLAN REINF.w 11 #5 �RM1'17-EA�DIR CTI N. 1 16. PROVIDE8'- x1 x CI 0 I FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (9) 9 LONG BARS TOP & BOT. & #5's @ 12' a.c. TOP & BOT. TRANS. BARS. 17. PROVIDE 9'-0'x9'-0MZII' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAN REINF. wl (9) #6 SEWN. M. DIRECTION. 18. PROVIDE 1U -0"x5 -0'x12' THICK PAD FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (6)A LONG BARS TOP & BOT. & #5'S @ IT O.C. TOP & BOT. TRANS. BARS. 19. PROVIDE IZ-0" 41x1 T THICK COMBINED FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (6)#5 LONG BARS TOP & BOT. & #5'S @ 12' O.C. TOP & BOT TRANS. BARS. 20. PROVIDE B'-O'x8'-0"x12'THICK COMBINED FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (9)#5 TOP & BOT. EA DIRECTION. 21. THRU-BOLT HOEDOWN BOLTS THROUGH ENTIRE STUD -PACK OF DEL. STRAPS ABOVE. 23. PROVIDE EMBED RY'80'6"wl(4)Y'OA' HA.S. T FROM EDGES OF E FOR ANCHOR ENGINEERING INC. RECOMMENDS THE USE OF ENCAPSULATED TENDONS AS INDICATED IN THE "SPECIFICATION FOR UNBONDED SINGLE -STRAND TENDONS." ENCAPSULATED TENDONS ARE REQ'D. IN CONDITIONS CONSIDERED AGGRESSIVELY CORROSIVE, WHICH PER THE SPECIFICATIONS INCLUDES TENDON ANCHORAGE ZONES EXPOSED TO EARTH. INDUSTRY PRACTICE IN THE COLORADO FRONT RANGE HAS HISTORICALLY INCLUDED THE USE OF NON -ENCAPSULATED TENDONS FOR POST -TENSIONED SLAB -ON -GROUND FOUNDATIONS. THE USE OF NON -ENCAPSULATED TENDONS INCREASES THE POTENTIAL FOR TENDON ANCHORAGE FAILURES DUE TO CORROSION. NON -ENCAPSULATED TENDONS SHALL NOT BE UTILIZED ON THIS PROJECT, EXCEPT @ THE DIRECTION OF THE PROJECT OWNER. PROSECT OWNER SHALL ACCEPT THE RISK OF ACCELERATED CORROSION DAMAGE TO THE POST -TENSIONING TENDONS IF NON -ENCAPSULATED TENDONS ARE SELECTED. OWNER & CONTRACTOR TO VERIFY ALL DIMENSIONS & T.O.C. ELEVATIONS w/ ARCH. & CIVIL PLANS PRIOR TO CONST., NOTIFY ENGINEER OF RECORD OF ALL/ANY DISCREPANCIES PRIOR TO CONST. ANCHOR ENGINEERING, INC. ACCEPTS NO LIABH,FFY FOR INCORRECT DIMENSIONS, ELEVATIONS, &/OR BRICK LEDGE LOCATIONS PROVIDE 6 MIL MIN. POLWAPOR BARRIER BELOW ALL POST -TENSIONED SLABS-ONGRADE RIGID INSULATION TO BE PROVIDED BELOW SLAB @ ALL EXTERIOR PATIO, GARAGE APRONS, & BREEZEWAYS/EXIT ENCLOSURES, TYP. U.N.O. RE: ARCHIMECH DWGS. FOR ADD'L. BELOW SLAB INSULATION TO MEET MECHANICAL REQM. R FOUNDATION O 0 d - AREA C 118'=1'-0" PROJECT TRUE FOR TYPICAL FOUNDATION NOTES. ;RTES SIMPSON HOEDOWN, RE: SCHEDULE ON SHEET SIMA. REFERTOTHEPLW HARDWARE REQUIRED & LOCATION TYPICAL. 1T PLAN FOR TRENCH & SUB TENDON PLACEMENT. N THE PLANS INDICATE SLOPED CONCRETE. RE: ARCH. FOR SLOPES, & SLOPES TO ES A STEP IN THE SERB. THE NUMBERS SHOWN INDICATE THE RELATIVE ELEVATIONS ICH SIDE. RE: CIVIL FOR ACTUAL ELEVATIONS. ES A BREW LINE WHERE THE SUB BEGINS TO SLOPE. ROVIDE A MIN. OF(2)9 CONT.@ BOT. OF TRENCH, TYP. U.N.O. t AS READ. TO MEET MINIMUM 3'-0" FROST DEPTH REQW. CONTRACTOR TO VERIFY TRENCH COORDINATE wl SITE GRADING & THAT Y,0' FROST DEPTH IS MAINTAINED PPERIMETER & EXTERIOR LOCATIONS. RE T .3 OR REINFORCING REQ'M.@ Q "IELD VERIFY ALL STEP LOCATIONS INDICA UN. R 9 N3 OR TRENCH 1 'M.@VARIOUS GRADECHANGES. '-- ES SLOPED CONCRETE, RE: ARCH. FOR SLOPE, & SLOPES TO DRAINS, TYP 11 FOUNDATION TRENCH SCHEDULE 11 1. TRENCHES ARE TO BE IT WIDE, TYP. U.N.O. 2. TRENCHES NOT HATCHED ON PLAN ARE TO BE 30" DEEP, TyP. INDICATES 24' DEEP TRENCH. INa11N:V SWb9E1492IN4NN:1 INDICATES 34" DEEP TRENCH. - INDICATES 36' DEEP TRENCH. AREA W AREA'S' 6Liff.'s 1 KEY PLAN O N.T.S. z V 0 0 x V E W rc V a a 0 111 �� ■ KEPHART community • planning a amhitecture 2555 WALNUT STREET DENVER, Ca.Ow woos .,,.,..xmn.,t..Po, JANCHOR ENGINEERING s.suc.usat Ex al EEss 2535 17th Street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , QFV+NiJ am Q� wWW w C� o � :� 38160 s: �•, oarzsrepel ,� No. Date Issue kobad PERMITIUMmu IYNMV x WWNERREV 2 OhUo MNERR Project Engineer BOB Reviewing Engineer RMS bete 0]/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Mile UPPER FOUNDATION PLAN -AREAC Sheat Number S1-0.3 z V 0 0 x V E W rc V a a 0 B w 0 0 U N 1. (2)A x 6'4' DOWELS, TVP.@ ALL RE-ENTRANT CORNERS WHERE SHOWN. 2 115@IT ox. wl 12' HOCK, TURN DOWN INTO PERI METER RI B, TYP. WHERE SHOWN THUS. 3. STEP B.O.C. 4. WIDEN TRENCH AS REDO. TO PROVIDE A MIN. TRANSITION OF 12:1 FOR TRENCH TENDONS. 5, RIB TENDON wI INTERMEDIATE STRESSING, RE: 1]150-0.3 FOR BLOCKOUT PEON. 6. 3'6' x 3'6' x 1T PAD FOOTING w/ (4) #5 EA. WAY @ BOT. OF FOOTING. T. STEP T . C. S. T.O.C. ELEV. =98'-2,' 9, 1T CONC, WALL REINF. W/ #8 VERTS. @ 1T ec. EA. FACE 8 #5 HORIZ. @ 18' o.c. M. FACE. EXTEND VERT. BAR FULL DEPTH OF SLAB RIB BELOW. 10. T.O.C. ELEV.=95'-2". 11. PROVIDE 4'-VA'-0"x12'THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINF. wl(5)#5 BTWN. EA. DIRECTION. 12. PROVIDE 5'-Vx5'41"x12' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAN REINF. wl (6) #5 BTWN. M. DIRECTION. 13. PROVIDE 6'-17x&4)N14' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINF. WI (T) 9 BTWN. M. DIRECTION. 14. PROVIDE T-VxT-0"x16'THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAIN REINE wl (8) #5 BTWN. EA. DIRECTION. 15. PROVIDE' gQ'Y,J"TRIC 0 IN( PPORTING P.T. RIB ON PLAN REINF.w 11 #5 EA DIR CTI N. 1 16. PROVIDE8'- x1 x CI 0 I FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (9) 9 LONG BARS TOP & BOT. & #5's @ 12' a.c. TOP 8 BOT, TRANS. BARS. 17. PROVIDE 9' -0"x9' -0'x20' THICK PAD FOOTING SUPPORTING P.T. RIB ON PLAN REINF. wl (9) #6 BTWN. M. DIRECTION. 18. PROVIDE 1U -0"x5 -0'x12' THICK PAD FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (6)A LONG BARS TOP & BOT. & #5'S @ IT O.C. TOP & BOT. TRANS. BARS. 19. PROVIDE I2-0" 41x1 T THICK COMBINED FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (6)#5 LONG BARS TOP & BOT. & #5'S @ 12' O.C. TOP & BOT. TRANS. BARS. 20. PROVIDE 8'4O'x8'-0"x1TTHICK COMBINED FOOTING SUPPORTING P.T. RIB LOCATED AS SHOWN ON PLAN REINF. wl (9)#5 TOP & BOT. EA DIRECTION. 21. THRU-BOLT HOLDOWN BOLTS THROUGH ENTIRE STUD -PACK OF DEL. STRAPS ABOVE. 23. PROVIDE EMBED RY} 80'6"wl(4)Y'OA' HAS. T FROM EDGES OF E FOR OWNER & CONTRACTOR TO VERIFY ALL DIMENSIONS & T.O.C. ELEVATIONS w/ ARCH. & CIVIL PLANS PRIOR TO CONST., NOTIFY ENGINEER OF RECORD OF ALUANY DISCREPANCIES PRIOR TO CONST. ANCHOR ENGINEERING,INC. ACCEPTS NO LIABILITY FOR INCORRECT DIMENSIONS, ELEVATIONS, &/OR BRICK LEDGE LOCATIONS ANCHOR ENGINEERING INC. RECOMMENDS THE USE OF ENCAPSULATED TENDONS AS INDICATED IN THE "SPECIFICATION FOR UNBONDED SINGLE -STRAND TENDONS." ENCAPSULATED TENDONS ARE REQ'D. IN CONDITIONS CONSIDERED AGGRESSIVELY CORROSIVE, WHICH PER THE SPECIFICATIONS INCLUDES TENDON ANCHORAGE ZONES EXPOSED TO EARTH. INDUSTRY PRACTICE IN THE COLORADO FRONT RANGE HAS HISTORICALLY INCLUDED THE USE OF NON -ENCAPSULATED TENDONS FOR POST -TENSIONED SLAB -ON -GROUND FOUNDATIONS. THE USE OF NON -ENCAPSULATED TENDONS INCREASES THE POTENTIAL FOR TENDON ANCHORAGE FAILURES DUE TO CORROSION. NON -ENCAPSULATED TENDONS SHALL NOT BE UTILIZED ON THIS PROJECT, EXCEPT @ THE DIRECTION OF THE PROJECT OWNER. PROJECT OWNER SHALL ACCEPT THE RISK OF ACCELERATED CORROSION DAMAGE TO THE POST -TENSIONING TENDONS IF NON -ENCAPSULATED TENDONS ARE SELECTED. 1 PLAN - AREA D NOTES: 118"=1'-0" PROJECT TRUE 1. RE:SO-0.O&SO0.1 FORTYPICALFOUNDATION NOTES. 2. HD# - INDICATES SIMPSON HOLDOWN,RE. SCHEDULE ON SHEET S041. REFER TO THE PUN FOR THE SPECIFIC HARDWARE REQUIRED & LOCATION TYPICAL. 3. RE: TENDON LAYOUT PUN FOR TRENCH & SLAB TENDON PLACEMENT. 4. HATCHED AREAS ON THE PLANS INDICATE SLOPED CONCRETE. RE: ARCH. FOR SLOPES& SLOPES TO DRAINS, TYP. 5. Z- INDICATES A STEP IN THE SLAB. THE NUMBERS SHOWN INDICATE THE RELATIVE ELEVATIONS OFTHESLABON EACH SIDE. RE: CIVIL FOR ACTUAL ELEVATIONS. 6. INDICATES A BREAK LINE WHERE THE SLAB BEGINS TO SLOPE. ]. IN ALL TRENCHES PROVIDE A MIN. OF (2) #5 CONT. @ BOT OF TRENCH, TYP. U.N.O. B. STEP B.O. TRENCH AS REDD. TO MEET MINIMUM N41' FROST DEPTH REOM. CONTRACTOR TO VERIFY THAT STEPS IN B.O. TRENCH COORDINATE wl SITE GRADING & THAT 3'-0" FROST DEPTH IS MAINTAINED FOR 6.0. TRENCH @ PERIMETER& EXTERIOR LOCATIONS. RE ] 0.3 OR REINFORCING REQ'M.@ STEP LOCATIONS. FIELD VERIFY ALL STEP LOCATIONS INDICA LAN.R 9 .3 OR TRENCH JL REINFORCING MOM. @ VARIOUS GRADE CHANGES. 9. ///j- INDICATES SLOPED CONCRETE, RE:ARCH. FOR SLOPE,& SLOPES TO DENNIS, TYP. PROVIDE 6 MIL MIN. POLYVAPOR BARRIER BELOW ALL POST -TENSIONED SLABS -ON -GRADE RIGID INSULATION TO BE PROVIDED BELOW SUB @ ALL EXTERIOR PATIO, GARAGE APRONS, & BREEZEWAYSEXIT ENCLOSURES, TYP. U.N.O. RE: ARCHIMECH DWGS. FOR ADD'L. BELOW SLAB INSULATION TO MEET MECHANICAL REQ'M. 11 FOUNDATION TRENCH SCHEDULE 11 1. TRENCHES PRE TO BE IT WIDE, TYP. U.N.O. 2. TRENCHES NOT HATCHED ON PLAN ARE TO BE W DEEP, TYP. INDICATES 24' DEEP TRENCH. INDICATES 25' DEEP TRENCH. INDICATES 34' DEEP TRENCH. - INDICATES 36' DEEP TRENCH. z L� z V 0 0 x V 6 E rc 5 _1 c�D 0 111 �� ■ KEPHART community • planning a am5itecture 2555 WALNUT STREET DENvER, COLOwx00 sums �.kean.D<� JANCHOR ENGINEERING s.suc.usaL Ex siry EEss 2535 17th Street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , QFV+NiJ amW wWW O� LU C� o � :� 38160 s: �•, oarzsrepel ,� No. Date Issue kobad PERMnsusMmu IYNMV*13130INUAL 1NWNER REV 2 OhUo MNERa 51 Project Engineer SJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title UPPER FOUNDATION PLAN -AREA D Shoot Number S it oil z L� z V 0 0 x V 6 E rc 5 _1 c�D 0 R IN lu 0 0 6'. U N T1 T1 AREA'A' AREA'S' 1. RE: SHEET R TYPICAL TT1 T1 T1 T1 T1 t 5 5 TI 3. -INDICATES TRESSIAGEND. 2555 WALNUT STREET DENVER, COLOI sem vruw.kePEan<om DIATE TINDOND. r .INDICATES INTERMEDIATE TENDON STRESSING LOCATION. INTERMEDIATE E INDICATES TENDON DEAD END. ---- d. ad A TENDONS OVER 100'-0'IN LENGTH,SHALL BE TENSIONED FALL ROMBOTENDONS HENDS,�@EA.END,BALL FROM BOTH ENDS TVP. SiFUCTu Lal 5. HATCHED AREAS 0N ME RUNS INDICATE SLOPED CONC. RE: ARCH. FOR SLOPES,BSLOPES TO v0211 / DRNNSTYP. AREA'D' AREA'C' & TX - INDICATES TRENCH TENDON. W INDICATES QTY. OF TRENCH TENDONS PER TRENCH. I f� U Z W Q LLL , ---, y y Q LUa�W U V♦ N F1 Q� T1 W w LJ --------J L-- — —ILJ -------- JL ---- --I 1 1YNMV A VOWNER REV 2 annum KtIVIllaph -- --- •4J4' SJB Reviewing Engineer N III Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By H III III III H III III POURpS III III III III III III N III III UPPER TENDON LAYOUT 9" Sheet Number — III III III III III III sTHIQK P.T. III III III III III III b III SUB. III III III N III SUB I' III III III `dz III g III a z III r-11 I__J L__rJ L_ L__ J O. n ELE.BUS =10Va L_______J L_______J L______J L______J L_______JL__ DT, \ oN — 1 — — L_J L --- J _ — ___ ----� _JIL______J r-------7Ir------,Ir------Jlr-------JIn r----Jlr------,Ir------,Ir-- JN w® — �Ir------ \ w® III III III III III III III III III z o 3 (14)5'O d IDLED LOW o REIAXATI NSTRANDs I,I III III III III z o III III III III m o III SZW =,o x, @2-n� F=3r-n• III RE TiaxAT I siSRANDs III 1 1 III III III III III III III kw III I,I L I,I III I,I -o �'0. P, Ip — III ,,-,X„ 3'-]" (391)4"A REIAXATIONSTRANDS@ .-138'-2" —r J L______ ---- �— - 1 ____J L_______JIL______J L______JIL_______ JILJ L____J L______ JIL_______J -- I --- t III I I I I // I I I I 111 111 111 t 111 I 111 I I VIII /j I V/ I 111 I I 111 111 111 I 111 I,I 111 111 I I I,I 111 I,I 111 T1 = -- - — ----------- — — — — — — — — — — -- - — — — — - — -- — - —__ -------------------- ---- rw — — — — S -- 11 -- -- 111 ---- L --------------------- - -- - 1 III a -r 3-r 3'-r1 1 3•-r' 3'-r V' W I I I I I 11 B' 1 iu I I 1 1 1 T1 —� III s ---_------ NI: -- ,j — LOCATE SLAB TENDONS MAXIMUM ___ _______ 2" FROM PARALLEL CONCRETE EDGEir ANDFROM —^ ---,r------- -- 1 PALLE CONCRETE EDGE WE v 111 r 1--- II r A r I PROVIDEI L MIN. PDLYVAPOR -- L—� ----111— --- ARRR BELOW BARRIER ALL POST -TENSIONED SUBS -ON -GRADE T1 RIGID INSULATION TO BE PROVIDED BELOW SLAB @ ALL EXTERIOR PATIO, GARAGE APRONS, &BREEZEWAI ENCLOSURES, TYP. U.N.O. RE:CWMECH TWICE. FOR ADDL. BELOW SUB INNSUUTION TO MEETMECHANICAL RECTA F�l- /� �/(+� . �,L9y�/ �L17 ANCHOR ENGINEERING INC. RECOMMENDS THE USE OF ENCAPSULATED r 9" TENDONS AS INDICATED IN THE "SPECIFICATION FOR UNBONDED F— SINGLE -STRAND TENDONS." ENCAPSULATED TENDONS ARE REQ'D. IN CONDITIONS CONSIDERED AGGRESSIVELY CORROSIVE, WHICH PER THE / 7 / � LL � j jS L%/ /L I � �� LLL��/� j/// j/ / ��// 1 SPECIFICATIONS INCLUDES TENDON ANCHORAGE ZONES EXPOSED TO EARTH. JVL- L/�/ INDUSTRY PRACTICE IN THE COLORADO FRONT RANGE HAS HISTORICALLY —+ r — — — 1 INCLUDED THE USE OF NON -ENCAPSULATED TENDONS FOR POST -TENSIONED 1LI� J J SLAB -ON -GROUND FOUNDATIONS. THE USE OF NON -ENCAPSULATED TENDONS — — -------------- INCREASES THE POTENTIAL FOR TENDON ANCHORAGE FAILURES DUE TO —i — CORROSION. NON -ENCAPSULATED TENDONS SHALL NOT BE UTILIZED ON THIS — DT, -- I � ]IF I I / % III I 1 PROJECT, EXCEPT @ THE DIRECTION OF THE PROJECT OWNER. PROJECT OWNER I/ j 11 III III SHALL ACCEPT THE RISK OF ACCELERATED CORROSION DAMAGE TO THE POST -TENSIONING TENDONS IF NON -ENCAPSULATED TENDONS ARE SELECTED. UPPER TENDON 1 LAYOUT PLAN AREA A o Ci v v NOTES: 1I8'=1'-0' PROJECT TRUE AREA'A' AREA'S' 1. RE: SHEET R TYPICAL ■ THIRD SMA INFORMATION AFOR 2.I RE: $i -0A THRUSTEN FOR SHOWN HERE. NOT SHOWN HERE community • planning • amhitecture 3. -INDICATES TRESSIAGEND. 2555 WALNUT STREET DENVER, COLOI sem vruw.kePEan<om DIATE TINDOND. r .INDICATES INTERMEDIATE TENDON STRESSING LOCATION. INTERMEDIATE E INDICATES TENDON DEAD END. d. ad A TENDONS OVER 100'-0'IN LENGTH,SHALL BE TENSIONED FALL ROMBOTENDONS HENDS,�@EA.END,BALL FROM BOTH ENDS TVP. SiFUCTu Lal 5. HATCHED AREAS 0N ME RUNS INDICATE SLOPED CONC. RE: ARCH. FOR SLOPES,BSLOPES TO v0211 / DRNNSTYP. AREA'D' AREA'C' & TX - INDICATES TRENCH TENDON. W INDICATES QTY. OF TRENCH TENDONS PER TRENCH. I f� RE: 6 B 7/S0 -00S FOR TRENCH TENDON DRAPING REQN. TRENCH TENDONS WHICH INTERSECT/IRANSITION IMO DIFFERENT TRENCH DEPTH 8 DRAPING REQ'M. CAN NOT BE MET, THE TRENCH TENDON IS TO CONT. TO THE EDGE OF EXTERIOR SLAB & REMAIN @ TYP. TRENCH DEPTH. T. 1/!i'- INDICATES SLOPED CONCRETE, E: ARCH. FOR SLOPE,& SLOPES TO DRAINS, TYP. KEY PLAN O N.T.S. Ie _i =U' E a 0 111 �� ■ KEPHART community • planning • amhitecture 2555 WALNUT STREET DENVER, COLOI sem vruw.kePEan<om ANCHOR ENGINEERING SiFUCTu Lal 2535 17th t, D,nrec Co10 9133 D3♦ S 3 O9 4797 EF,, 303 833 v0211 / Fill O U Z W Q LLL , Q LUa�W U V♦ N X Q� W w :� 38160 s: �•,• oarzsrepet No. Date 1I ovmmo PERMESUMI 1 1YNMV A VOWNER REV 2 annum KtIVIllaph Project Engineer SJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS The UPPER TENDON LAYOUT PLAN - AREA A Sheet Number S1-100 _i =U' E a 0 LOCATE SLAB TENDONS MAXIMUM 24• FROM PARALLEL CONCRETE EDGE AND MINIMUM 6" FROM PARALLEL CONCRETE EDGE, TYR PROVIDE 6 MIL MIN. POLWAPOR BARRIER BELOW ALL POST -TENSIONED SLABSON-GRADE RIGID INSULATION TO BE PROVIDED BELOW SLAB @ ALL EXTERIOR PATIO, GARAGE APRONS, & BREEZEWAYSIEXIT ENCLOSURES, TVP. U.N.O. RE: ARCHIMECH DWGS. FOR ADDT BELOW SLAB INSULATION TO MEET MECHANICAL REO'M. H 0 0 a U N ISI I�I IF- --1 III I I I I I I III I I I I I I II III I I L_I+_J L=_=_ III III LI I J III I I I I III I I I I ON STRANDS Q 3'-i o d.♦J 89-T" III I I I I -- 11L------- L -------1L---- ---- III ---------- t ------------ t�F ------------_-------------- r- L � 1-- -- - IIr- II III b z III I I II III � III III III z III II III go o III r F� III r--� III gN 1- _J J III IL�_____IL____I_____L__JIL______8 JIL__ L r J -17 L__J , F- m o Ir— H H !I ...,,.11I_ I LOWER TENDON 1 LAYOUT PLAN - AREA B O O NOTES: 1/8"=1'4" PROJECT TRUE 1. RE: SHEET SM.0& SMA FOR TYPICAL FOUNDATION NOTES. 2. RE: S1 -0.O THIRD SI -04 FOR INFORMATION NOT SHOWN HERE. 3. -INDICATES TENDON STRESSING END. a► - INDICATES INTERMEDIATE TENDON STRESSING LOCATION. - INDICATES TENDON DEAD END. 4. ALL TENDONS WI A e�(aO EA. END, & ALL TENDONS OVER 1017-0" IN LENGTH, SHALL BE TENSIONED FROM BOTH ENDS, TYP. 5. HATCHED AREAS ON THE PLANS INDICATE SLOPED CONIC. RE: ARCH. FOR SLOPES,&SLOPES TO DRAINSTYP. 8. TX - INDICATES TRENCH TENDON. W INDICATES CRY. OF TRENCH TENDONS PER TRENCH. RE: 6 & 7/S-0.3 FOR TRENCH TENDON DRAPING REOM. TRENCH TENDONS WHICH INTERSECT/TRANSITION INTO DIFFERENT TRENCH DEPTH & DRAPING REOM. CAN NOT BE MET, THE TRENCH TENDON IS TO CONT. TO THE EDGE OF EXTERIOR SLAB & REMAIN ® TYP. TRENCH DEPTH. T//i'-INDICATES SLOPED CONCRETE, RE: ARCH. FOR SLOPE,& SLOPES TO DRAINS, TYP. --- 1L------JIL---- r- AL-- 1 III III III I Ip Ip =71F-- L _ _J L___ _J I L__ I I Ir ------ III II II II II II II III _ II -- r—=_ 1 POURa2 — 15"THICK P.T. SLAB. IIIT.O. SLAB ELEV. =89'-2W III � -'I -----JLL=r-I X41 III I III I I _�1rE___ il �_�_____ I�I III III - III II III � o III II III � b III II III o ® VIII II w I IL_------ IF--- � JIL—> I 1 --- II I I I I I I 111 I I I1 I I I I _ I I 111 I I I I I I ----T-DIr-- ANCHOR ENGINEERING INC. RECOMMENDS THE USE OF ENCAPSULATED TENDONS AS INDICATED IN THE "SPECIFICATION FOR UNBONDED SINGLE -STRAND TENDONS." ENCAPSULATED TENDONS ARE REQ'D. IN CONDITIONS CONSIDERED AGGRESSIVELY CORROSIVE, WHICH PER THE SPECIFICATIONS INCLUDES TENDON ANCHORAGE ZONES EXPOSED TO EARTH. INDUSTRY PRACTICE IN THE COLORADO FRONT RANGE HAS HISTORICALLY INCLUDED THE USE OF NON -ENCAPSULATED TENDONS FOR POST -TENSIONED SLAB -ON -GROUND FOUNDATIONS, THE USE OF NON -ENCAPSULATED TENDONS INCREASES THE POTENTIAL FOR TENDON ANCHORAGE FAILURES DUE TO CORROSION. NON -ENCAPSULATED TENDONS SHALL NOT BE UTILIZED ON THIS PROJECT, EXCEPT @ THE DIRECTION OF THE PROJECT OWNER. PROJECT OWNER SHALL ACCEPT THE RISK OF ACCELERATED CORROSION DAMAGE TO THE POST -TENSIONING TENDONS IF NON -ENCAPSULATED TENDONS ARE SELECTED. AREA'A' AREA'S' AREA'D' u AREA'C' KEY PLAN O N.T.S. 111 ■ KEPHART I -I IT'% III III � III J L------JJ-------LL----,-�_. — JANCHOR ENGINEERING I I '.I b I � z III III III � III III UI I +I ;oo III III III II II II I 1 _-L__ �I oN � III III I'I — :.r-- =� 3—rlr-------TIr------�— I �I m� 'I kH H III III III III III -I 0 - r III III 111 a�W LLo III III 1281 LOW RETI I •I � o III III VIII 1 — L----t—LIL-------AL------`"- I � I III III III I- X LOCATE SLAB TENDONS MAXIMUM 24• FROM PARALLEL CONCRETE EDGE AND MINIMUM 6" FROM PARALLEL CONCRETE EDGE, TYR PROVIDE 6 MIL MIN. POLWAPOR BARRIER BELOW ALL POST -TENSIONED SLABSON-GRADE RIGID INSULATION TO BE PROVIDED BELOW SLAB @ ALL EXTERIOR PATIO, GARAGE APRONS, & BREEZEWAYSIEXIT ENCLOSURES, TVP. U.N.O. RE: ARCHIMECH DWGS. FOR ADDT BELOW SLAB INSULATION TO MEET MECHANICAL REO'M. H 0 0 a U N ISI I�I IF- --1 III I I I I I I III I I I I I I II III I I L_I+_J L=_=_ III III LI I J III I I I I III I I I I ON STRANDS Q 3'-i o d.♦J 89-T" III I I I I -- 11L------- L -------1L---- ---- III ---------- t ------------ t�F ------------_-------------- r- L � 1-- -- - IIr- II III b z III I I II III � III III III z III II III go o III r F� III r--� III gN 1- _J J III IL�_____IL____I_____L__JIL______8 JIL__ L r J -17 L__J , F- m o Ir— H H !I ...,,.11I_ I LOWER TENDON 1 LAYOUT PLAN - AREA B O O NOTES: 1/8"=1'4" PROJECT TRUE 1. RE: SHEET SM.0& SMA FOR TYPICAL FOUNDATION NOTES. 2. RE: S1 -0.O THIRD SI -04 FOR INFORMATION NOT SHOWN HERE. 3. -INDICATES TENDON STRESSING END. a► - INDICATES INTERMEDIATE TENDON STRESSING LOCATION. - INDICATES TENDON DEAD END. 4. ALL TENDONS WI A e�(aO EA. END, & ALL TENDONS OVER 1017-0" IN LENGTH, SHALL BE TENSIONED FROM BOTH ENDS, TYP. 5. HATCHED AREAS ON THE PLANS INDICATE SLOPED CONIC. RE: ARCH. FOR SLOPES,&SLOPES TO DRAINSTYP. 8. TX - INDICATES TRENCH TENDON. W INDICATES CRY. OF TRENCH TENDONS PER TRENCH. RE: 6 & 7/S-0.3 FOR TRENCH TENDON DRAPING REOM. TRENCH TENDONS WHICH INTERSECT/TRANSITION INTO DIFFERENT TRENCH DEPTH & DRAPING REOM. CAN NOT BE MET, THE TRENCH TENDON IS TO CONT. TO THE EDGE OF EXTERIOR SLAB & REMAIN ® TYP. TRENCH DEPTH. T//i'-INDICATES SLOPED CONCRETE, RE: ARCH. FOR SLOPE,& SLOPES TO DRAINS, TYP. --- 1L------JIL---- r- AL-- 1 III III III I Ip Ip =71F-- L _ _J L___ _J I L__ I I Ir ------ III II II II II II II III _ II -- r—=_ 1 POURa2 — 15"THICK P.T. SLAB. IIIT.O. SLAB ELEV. =89'-2W III � -'I -----JLL=r-I X41 III I III I I _�1rE___ il �_�_____ I�I III III - III II III � o III II III � b III II III o ® VIII II w I IL_------ IF--- � JIL—> I 1 --- II I I I I I I 111 I I I1 I I I I _ I I 111 I I I I I I ----T-DIr-- ANCHOR ENGINEERING INC. RECOMMENDS THE USE OF ENCAPSULATED TENDONS AS INDICATED IN THE "SPECIFICATION FOR UNBONDED SINGLE -STRAND TENDONS." ENCAPSULATED TENDONS ARE REQ'D. IN CONDITIONS CONSIDERED AGGRESSIVELY CORROSIVE, WHICH PER THE SPECIFICATIONS INCLUDES TENDON ANCHORAGE ZONES EXPOSED TO EARTH. INDUSTRY PRACTICE IN THE COLORADO FRONT RANGE HAS HISTORICALLY INCLUDED THE USE OF NON -ENCAPSULATED TENDONS FOR POST -TENSIONED SLAB -ON -GROUND FOUNDATIONS, THE USE OF NON -ENCAPSULATED TENDONS INCREASES THE POTENTIAL FOR TENDON ANCHORAGE FAILURES DUE TO CORROSION. NON -ENCAPSULATED TENDONS SHALL NOT BE UTILIZED ON THIS PROJECT, EXCEPT @ THE DIRECTION OF THE PROJECT OWNER. PROJECT OWNER SHALL ACCEPT THE RISK OF ACCELERATED CORROSION DAMAGE TO THE POST -TENSIONING TENDONS IF NON -ENCAPSULATED TENDONS ARE SELECTED. AREA'A' AREA'S' AREA'D' u AREA'C' KEY PLAN O N.T.S. 111 ■ KEPHART community • planning a amhitecture 2555 WALNOT STREET DENVER, COLORAO Mom vruw.kePEan<om JANCHOR ENGINEERING SiFUCTu L5N4 NSSRS 2535 17th Street D . Co ontla 80211 , 303 830 3D3ww)....E..133 783 4797 ..9 c" c/ I FM O Z Lu rT, Q a�W Q � � LLI------111111 U V♦ N X Q� W w :� 38160 s: �•, oarzsrepet ,� F`�`�'ior✓ai �'• No. Date III addon PERMNsuwemu 1 UM00 A 1NWNER REV 2 OhUo GWNERI 51 ORO Project Engineer SJB RMS 07/25/2019 190595 EG/LD rRETngineer y RMS TENDON LAYOUT LAN-AREAB ber1-1.1 9 Iu 0 0 a U N II ul 1C ------SII u III u III u III � III I II I II II II II -L- - - - - - ------ I 111 I I I II I I I I I II I I 1 I I � I I I �I I rI Irl II III —I---_ J I I �1 I I Community Is planning a I I I�----_IVk ANCHOR � ---3IL------T III IL 1'-3Y• IT 0)XV LOW I I STRUCTURAL ENGINEERS 0211 2535 17th t, D,nrec Co10 9133 G3- 33 479 O97 F,, 303833 Y-1' (15) bBUNDLED LOW RELAXAAEII EIAXATIONRPN O (TOTAL OF (30)XV LOW Lu I I I II III a�W 1 `I I I I I II I II I III TIL II dl _JL=== I N II -- III z �1 I --- 1r ------iii Ip .I I p dI W w W - I�------ilk :� 38160 s: �•, 0 3/2 512 021 �h F�`�'/t7NAL E�'\l•' No. DateMPERMFSUMU� ovmmo 1 1YNMV2 OIMbID IIIII HOUa.T I III JI Project Engineer SSJB Reviewing Engineer RMS Date ELEV &n 2M job Number 190595 Drawn By EG/LD 111 III 1 I I Title .I 'I LOWER TENDON LAYOUT II III II III I 1 I I I Sl =1 I 1 II III II III II III II I --II I II III ' II III II III I I I III 1 I III II TIL I PI �1I - -- ------ - - I II III II II III II I I III III I I IIII- —� (---1 b))9'0 LA.y. II II III 1 BUA I i1JQ-1-o.c.11' " 1 2'-1" (15)ke'O 11 RELAXATION STRANOU (TOTAL OF 130)1/'0 LOW 3 I 1 11 Ig 1 II r---� I I I I 1 1 ,I III III I I III - - 1 - In---�--iii _J II ` -� III II III -I I I _-_-_- Ir _ III I I -- r —} —� III III ----- 1 I I 7 r--- 1L------ III %\ III 7 __==T=,1C== ---L-11IL_—L1 -------- -3 - ---- -3 7 sz- —JIL--J j I I 111 r � R. 2'-0. ANCHOR ENGINEERING INC. RECOMMENDS THE USE OF ENCAPSULATED TENDONS AS INDICATED IN THE "SPECIFICATION FOR UNBONDED SINGLE -STRAND TENDONS." ENCAPSULATED TENDONS ARE READ. IN CONDITIONS CONSIDERED AGGRESSIVELY CORROSIVE, WINCH PER THE SPECIFICATIONS INCLUDES TENDON ANCHORAGE ZONES EXPOSED TO EARTH, INDUSTRY PRACTICE IN THE COLORADO FRONT RANGE HAS HISTORICALLY INCLUDED THE USE OF NON -ENCAPSULATED TENDONS FOR POST -TENSIONED SLAB -ON -GROUND FOUNDATIONS, THE USE OF NON -ENCAPSULATED TENDONS INCREASES THE POTENTIAL FOR TENDON ANCHORAGE FAILURES DUE TO CORROSION. NON -ENCAPSULATED TENDONS SHALL NOT BE UTILIZED ON THIS PROJECT, EXCEPT @ THE DIRECTION OF THE PROJECT OWNER PROJECT OWNER SHALL ACCEPT THE RISK OF ACCELERATED CORROSION DAMAGE TO THE POST -TENSIONING TENDONS IF NON -ENCAPSULATED TENDONS ARE SELECTED. LOWER TENDON 1 LAYOUT PLAN - AREA C 00 NOTES: 1/8'=1'-0" PROJECT TRUE 1. RE: SHEET 50-0.0 & SHA FOR TYPICAL FOUNDATION NOTES. 2. RE: S1-0.0 THRU 51-0.4 FOR INFORMATION NOT SHOWN HERE. 3. ► - INDICATES TENDON STRESSING END. - INDICATES INTERMEDIATE TENDON STRESSING LOCATION. - INDICATES TENDON DEAD END. T1 4. ALL TENDONS w/Ais- @EA. END, & ALL TENDONS OVER I OV -0- IN LENGTH. SHALL BE TENSIONED FROM BOTH ENDS, TYP. g, 5. HATCHED AREAS ON THE PLANS INDICATE SLOPED CONC. RE: ARCH. FOR SLOPES, & SLOPES TO DRAINS TYP. T1 6. O- INDICATES TRENCH TENDON. -9 INDICATES OTY. OF TRENCH TENDONS PER TRENCH. RE:6&1/30-0.3 FOR TRENCH TENDON DRAPING REDIA. TRENCH TENDONS WHICH INTERSECTITRANSITION INTO DIFFERENT TRENCH DEPTH & DRAPING PEON. CAN NOT BE MET, THE TRENCH TENDON IS TO COM TO THE EDGE OF EXTERIOR SLAB & REMAIN ® TYP. TRENCH DEPTH. –. 1. �/�,'- INDICATES SLOPED CONCRETE, RE:ARCH. FOR SLOPE,& SLOPES TO DRAINS, TYP. LOCATE SLAB TENDONS MAXIMUM 24• FROM PARALLEL CONCRETE EDGE AND MINIMUM 6' FROM PARALLEL CONCRETE EDGE, WIP PROVIDE 6 MIL MIN. POLYVAPDR BARRIER BELOW ALL POST -TENSIONED SLABS -0N -GRADE RIGID INSULATION TO BE PROVIDED BELOW SLAB @ ALL EXTERIOR PATIO, GARAGE APRONS, & BREEZ AYSIEXIT ENCLOSURES, TYP. UI RE: ARC,UMECH DWGS. FOR ADD'L. BELOW SUB INSULATION TO MEET MECHANICAL REO'M. AREA'A' AREA'S' L' AREA'C' KEY PLAN O N.T.S. a D 111 �� ■ KEPHART Community Is planning a architecture 2555 WALNUT STREET DENVER, COLORAOU sem �lepiv<,m ANCHOR ENGINEERING STRUCTURAL ENGINEERS 0211 2535 17th t, D,nrec Co10 9133 G3- 33 479 O97 F,, 303833 F O Z Lu Q G a�W Q � LU PL� U N z Q� W w W :� 38160 s: �•, 0 3/2 512 021 �h F�`�'/t7NAL E�'\l•' No. DateMPERMFSUMU� ovmmo 1 1YNMV2 OIMbID Project Engineer SSJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title LOWER TENDON LAYOUT PLAN -AREAC Sheet Number Sl =1 ..2 a D i I I I I II I r- -TTI -T- II IIII I I 9 w 0 0 a U N 111 �� N � III III r -- II F-I �Nt F-fI I I I II I -� J =_ L_ L- JI�_____6—= om �_-T1 ri—---t--r-------- -------- mz 3 , r I x o FJ L1 III Q r— I =o v III 'o II II __- JJ a�W r__ —; � Q L-rtY-J III Ww I I IIII I II I L - FI _ 1 I IT L_____J _ III I I IT- ---'--i4-L---� I --L- I I III I I III I L41YJ L�1-J IF I I I PDDR#3 I I -� III 5'THICK P.T JIL__I ELEV.=100'a'I —_J L ---- III I I r�1F` -- - II - I I I I I I I I T, I I T1 I tI�o T T —4_—_—_—_—_ _ _I_ T1 7 7.7__ (6) ja LOW RE TIO1 1'-6" ST DS @ 3'-8" .C.=18 I III � II - I III I T1 I I I I L 1 F -r7 I ----J LOW RE T N I I Y � I II I I I I J Q2 I I I I I I I AAAA. AAAA LOCATE SLAB TENDONS MAXIMUM 24" FROM PARALLEL CONCRETE EDGE AND MINIMUM 6" FROM PARALLEL CONCRETE EDGE, TVP. PROVIDE 6 MIL MIN. POLWAPOR BARRIER BELOW ALL POST -TENSIONED SI ABS-ONGRADE RIGID INSULATION TO BE PROVIDED BELOW SLAB @ ALL EXTERIOR PATIO, GARAGE APRONS, & BREEZEWAYSIEXIT ENCLOSURES, TYA U.N 0. RE: ARCWMECH DWGS. FOR ADDL. BELOW SLAB INSULATION TO MEET MECHANICAL REOW UPPER TENDON O 0 1 LAYOUT PLAN - AREA C NOTES: 1113'=1A, PROJECT TRUE 1. RE: SHEET SM.0& SM.1 FORTYPICAL FOUNDATION NOTES. 2. RE 31-0.0 THRU S1-04 FOR INFORMATION NOT SHOWN HERE. 3. sx� - INDICATES TENDON STRESSING END. INDICATES INTERMEDIATE TENDON STRESSING LOCATION. -INDICATES TENDON DEAD END. 4. ALL TENDONS w/ARE- @ EA. END, B ALL TENDONS OVER 100'-0' IN LENGTH, SHALL BE TENSIONED FROM BOTH ENDS, TYP. 5. HATCHED AREAS ON THE PIANS INDICATE SLOPED CONC. RE: ARCH. FOR SLOPES, B SLOPES TO DRAINSTYP. 6. T% - INDICATES TRENCH TENDON. '%'INDICATES OTY. OF TRENCH TENDONS PER TRENCH. RE:6 & 7/SIMS FOR TRENCH TENDON DRAPING REO'M. TRENCH TENDONS WHICH INTERSECTRRANSITION INTO DIFFERENT TRENCH DEPTH & DRAPING REO'M. CAN NOT BE MET, THE TRENCH TENDON IS TO CONT. TO THE EDGE OF EXTERIOR SLAB & REMAIN @ TYP. TRENCH DEPTH. T. ///z INDICATES SLOPED CONCRETE, RE:ARCH. FOR SLOPE,& SLOPES TO DRAINS, TYP. ANCHOR ENGINEERING INC. RECOMMENDS THE USE OF ENCAPSULATED TENDONS AS INDICATED IN THE "SPECIFICATION FOR UNBONDED SINGLE -STRAND TENDONS." ENCAPSULATED TENDONS ARE REQ'D. IN CONDITIONS CONSIDERED AGGRESSIVELY CORROSIVE, WHICH PER THE SPECIFICATIONS INCLUDES TENDON ANCHORAGE ZONES EXPOSED TO EARTH. INDUSTRY PRACTICE IN THE COLORADO FRONT RANGE HAS HISTORICALLY INCLUDED THE USE OF NON -ENCAPSULATED TENDONS FOR POST -TENSIONED SLAB -ON -GROUND FOUNDATIONS. THE USE OF NON -ENCAPSULATED TENDONS INCREASES THE POTENTIAL FOR TENDON ANCHORAGE FAILURES DUE TO CORROSION. NON -ENCAPSULATED TENDONS SHALL NOT BE UTILIZED ON THIS PROJECT, EXCEPT @ THE DIRECTION OF THE PROJECT OWNER PROJECT OWNER SHALL ACCEPT THE RISK OF ACCELERATED CORROSION DAMAGE TO THE POST -TENSIONING TENDONS IF NON -ENCAPSULATED TENDONS ARE SELECTED. AREA'A' AREA'S' KEY PLAN O N.T.S. AS 111 �� ■ KEPHART Community Is planning a architecture 2555 WALNUT STREET UENVER, COLORAU080205 vruw.kePEan<om ANCHOR ENGINEERING STRUCTURAL ENGINEERS 011 2535 17thtD,nrec Co19133 GE- 3O9J T 30 ....... E...nese, Fill O UZ W Q i W a�W Q Ww w 0 W w iL 38160 s: No. Date Issue ovmmo PERMn SUI 1 1YNMV 1101313111all VOeER REV 2 01M4ID GINERR Project Engineer SJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title UPPER TENDON LAYOUT PLAN -AREAC Sheat Number S1-1.3 AS H w 0 N IN ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLORADO seas www eUNN ..wm L ANCHOR ENGINEERING STRUCTURAL ENGINEERS 3533037834797 a v,arec CO 830911330311 Cl)I F O � -- ---,Ir------- Z w Lu T, i r ul I I 1 aPLIII Q � III I I I W CIE)W W W jL °C1 III II �I II W w rW :� 38160 s: �•, 9arzsreoel •� No. DI Issue adman EERMESURII t 1YNMV AL OVWNER REV 2 (IMUS ONNERR 5� 1 1'0" 91 IIy III l Project Engineer SJB Reviewing Engineer RMS EMISSIONS Dene 07/25/2019 EMISSION 190595 -1y If .^ III III UPPER TENDON LAYOUT I� It II Sheat Number S1 -1A II _ _ _ III - _SIL -----1-- III —_— - - —� III r III I'I _�_—_ _—_—_� _—_ II 1= 6\ HI J om o III c 111 III 1 III I I I I r�T -- L�----------, III ---- ------- _ y — --,I _J t==== �fi _ _ ------1 ---- - - - - - - - - -� _-- T---- r �1 �o III i II � r- r r---- I �_ � r--- I I 11 1? % r +�_ v tyt III III m III II 11 II III I II III II 111 r_I 11 111 —rl 111 1 111 1 1 III III N m o III 5"mcX P.T. x a 111 STAB. 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T1 i1 III III II 1 111 - - - r it =- -= -11 -- 'r I -1------------�--- — •-01•• -llr------� r----11---- 111 I -¢ lo. .T11 Ir— T1 n Tl 2'-y4 III I III III I I III I III III I I I I I I I' I I } l I T1 L I I I R3L— JI 1I IL I —I 111 L__ 11 II _ _ III 1 1 1 r----- 1 1 ---- _ 1i -- II / 1� / 5 aL---- III I JIL_____ _ 1 I 1'11 _=_= TIL____—j III II it III It III 1111 11 r, IL h ___ _JAL______—I I_ II T III 1 ____ _____1 - _ __ _ _ ______ __ _ __ _ ___ --_—_ _—_— __ —_ t_--_ _ _ 1 III 5 III III 1 III III III 11— III III Illy rc (1216.9 BUNDLED LOW III I 111 III III I 111 1 1 1 1'-ty" -11" p REUXATIO ]RANDS@2'-01"o.c=32'8 1 (14)XVI-0PI ENXATIONSTRAN 3•a.c.= 9'3" II (5)ya�LOW 1✓ IIAXATION 1 9 III (rQTpL OF (24))4'9 LOW I I 1'y/4"T I I III 2•-T r STRANDS@3' .C.=14'-0" 111 tit- REhrTION STRANDS) I I I I III III �/ JI 11 r ---I I I r 11 n ID r- I I I 111Ti 11 L—J I I Lt Ll J L— 7Ir III -1 III III � II �'I III I I III IIII III III I 111 i I I I —IIITi 9 12 AY2II III III III r Ti — _I III II 1 X11 III II_ III III I I i— i— � i ,< � -- ♦ Y1 III I /� T1 1 1 rt T1 T1 T1 Tt I I I I I 1 I I 1 I I 1 I I 1 LOCATE SLAB TENDONS MAXIMUM 24" FROM PARALLEL CONCRETE EDGE AND MINIMUM 6' FROM PARALLEL CONCRETE EDGE, TVP. PROVIDE 6 MIL MIN. POLYVAPOR BARRIER BELOW ALL POST -TENSIONED SLABS -0N APADE RIGID INSULATION TO BE PROVIDED BELOW SLAB @ ALL EXTERIOR PATIO, GARAGE APRONS, & BREEZEWAYSEXIT ENCLOSURES, TIP. U.N.O. RE: ARCWMECH DWGS. FOR ADD'L. BELOW SLAB INSULATION TO MEET MECHANICAL REOM. UPPER TENDON 1 LAYOUT PLAN - AREA D O© PROJECT TRUE 1. RE: SHEET 5000&SO-0.1 FOR TYPICAL FOUNDATION NOTES. 2, RE: S1 -0.O THRU 5144 FOR INFORMATION NOT SHOWN HERE. 3. - INDICATES TENDON STRESSING END. -INDICATES INTERMEDIATE TENDON STRESSING LOCATION. -INDICATES TENDON DEAD END. 4. ALL TENDONS wt tst-@EA. END, & ALL TENDONS OVER I07-0" IN LENGTH, SHALL BE TENSIONED FROM BOTH ENDS, TYP. S. HATCHED AREAS ON THE PLANS INDICATE SLOPED GONG. RE: ARCH. FOR SLOPES, & SLOPES TO DRAINS TYP. 6. TX - INDICATES TRENCH TENDON'%'INDICATES CITY. OF TRENCH TENDONS PER TRENCH. RE: 6 & 71 FOR TRENCH TENDON DRAPING REO'M. TRENCH TENDONS WHICH INIERSECT/1RANSITION INTO DIFFERENT TRENCH DEPTH & DRAPING KO'M. CAN NOT BE MET, THE TRENCH TENDON IS TO CONT. TO THE EDGE OF EXTERIOR SLAB & REMAIN @ FOR TRENCH DEPTH. T. //!/'- INDICATES SLOPED CONCRETE, RE:ARCH. FOR SLOPE,& SLOPES TO DRAINS, TVP. ANCHOR ENGINEERING MC. RECOMMENDS THE USE OF ENCAPSULATED TENDONS AS INDICATED IN THE "SPECIFICATION FOR UNBONDED SINGLE -STRAND TENDONS." ENCAPSULATED TENDONS ARE REQ'D. IN CONDITIONS CONSIDERED AGGRESSIVELY CORROSIVE, WHICH PER THE SPECIFICATIONS INCLUDES TENDON ANCHORAGE ZONES EXPOSED TO EARTH. INDUSTRY PRACTICE IN THE COLORADO FRONT RANGE HAS HISTORICALLY INCLUDED THE USE OF NON -ENCAPSULATED TENDONS FOR POST -TENSIONED SLAB -ON -GROUND FOUNDATIONS. THE USE OF NON -ENCAPSULATED TENDONS INCREASES THE POTENTIAL FOR TENDON ANCHORAGE FAILURES DUE TO CORROSION. NON -ENCAPSULATED TENDONS SHALL NOT BE UTILIZED ON THIS PROSECT, EXCEPT @ THE DIRECTION OF THE PROSECT OWNER. PROTECT OWNER SHALL ACCEPT THE RISK OF ACCELERATED CORROSION DAMAGE TO THE POST -TENSIONING TENDONS IF NON -ENCAPSULATED TENDONS ARE SELECTED. KEY PLAN N.T.S. ARFA'D' AREA'C' O 0 allz 3 UU0 So at So 0 LL 5 _1 L� 0 IN ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLORADO seas www eUNN ..wm ANCHOR ENGINEERING STRUCTURAL ENGINEERS 3533037834797 a v,arec CO 830911330311 Cl)I F O Z w Lu r W aPLIII Q � W CIE)W W W O °C1 W w rW :� 38160 s: �•, 9arzsreoel •� No. DI Issue adman EERMESURII t 1YNMV AL OVWNER REV 2 (IMUS ONNERR 5� 91 Project Engineer SJB Reviewing Engineer RMS EMISSIONS Dene 07/25/2019 job Number EMISSION 190595 Drawn By EG/LD Checked By RMS Title UPPER TENDON LAYOUT PLAN -AREA D Sheat Number S1 -1A 0 allz 3 UU0 So at So 0 LL 5 _1 L� 0 B w 0 a U N PROVIDE MIN. 6 MB, POLYVAPOR REFER TO APPLICABLE BARRIER BELOW ALL POST -TENSIONED STRUCTURAL DOCUMENTS SLAB -ON -GRADE, CONTRACTOR TO FOR FRAMING & ANCHORAGE VERIFY THICKER POLYVAPOR BARRIER REQUIREMENTS. REQ1D. IS NOT RE 'D. BY ARCH STUD WALL, PUNIGENERAL NOTES FOR FORANCHORBOLTS STUD & SHEATHING REO'M. BOUNDARY HA LING,P.T.2x SILL R RE: PLAN s.suc.usaL Sxo rve5ss STUD& SHEATHING REOM. FOR ANCHOR BOLTS (2) M COM. @ TOP EXTERIOR GRACE VARIES, RE: CIVIL, P.T. a S111 HE BOUNDARY WHERE GRADE& T.O.C. SEPARATIONt CONC. SLAB, RE: PUN EXCEEDS 10', RE: 2 &SARIS SHEET Z FORADDITIONALREINF.POST-TENSION TENDONS, ° SPECIFIED RIB WIDTH' A! RE. PLAN T.O. SLAB ------- RE:ARCH RE: ARCH _ CONIC. SLAB, RE: PIAN II. X'0 x 12' ANCHOR BUT @32.0 `1U, "'• wl 2- HOOK, TYP.; RE: SHEAR WA SCHEDULE FOR ANCHOR BOLT o - SPACING @SNUB WALLS T RIGID INSULATION RE: ARCH a FOR EXTENT, VERT INSULATION a F= SHALL NOT ENCROACH ON ;� rc SPECIFIED RIB WIDTH `W' a (2)#5 CONT. @BOT. T -RE: PIAN, W= POST -TENSION TENDONS IN RIB, TYP. TND. NOTES, TYP. RE: PLAN RE: PLAN FOR LOCATION & ON. RE: 21SU43 FOR TWO POUR SYSTEM REOM. 1 1 SECTION W4.=1.-0,. RE: UT HIS SHEET FOR ANCHOR BOLTS BOUNDARY NAILING, RE: PIAN EXTERIOR •9 .° GRADEVMIES, I RE: CML I r 3' CUR. I all ° STUD WALL, RE: PUN/GENERAL NOTES FOR STUD & SHEATHING REDM. P.T. 2x SILL R (2) #4 CONT. @ TOP CONC. SLAB. RE: PLAN ` T.O—MCH RE: ARCH RE: PLAN T'RIGID INSULATION RE: ARCH FOR EXTENT VERTICAL INSULATION SHALL NOT ENCROACH ON SPECIFIED RIB WIDiH'W #5 HORIZ. @ 12' o c. 2-6' pyx=Q, @12-oc. (2) 9 CONT. @ BOT. POST -TENSION TENDONS IN RIB, RE: PLAN FOR W - LOCATION & QTY. RE: PIAN STEM WALL FOR SLAB ELEV. T-611 MAX. ABOVE GRADE 2 SECTION 314"=1'-0" BRICKVENEER, RE: ARCH FOR EXTENTS SOLID GROUT BEHIND BRICK BELOW FINISHED GRADE EXTERIOR GRADE VARIES, RE: CIVIL, WHERE GRADE &T.O.C. SEPARATION EXCEEDS 10, RE: 5 & WHIS SHEET FOR ADDITION& REINF. J, T.O. SLAB RE: CIVIL REFER TO APPLICABLE STUD WALL, STRUCTURAL DOCUMENTS KEPHART FOR FRAMING & ANCHORAGE RE: ARCH FOR REQUIREMENTS. RE: WHIS SHEET EXTENTS (2) "COW. @ TOP FORANCHORBOLTS JANCHOR P.T 2x SILL IY RE: PUNIGENERAL NOTES FOR RE: WHIS SHEET ENGINEERING s.suc.usaL Sxo rve5ss STUD& SHEATHING REOM. FOR ANCHOR BOLTS CONCRETE SLOB, RE: PIAN BOUNDARY P.T. a S111 HE BOUNDARY O CONIC.SLAB, RE: PLAN NAILING, RE: PUN Z SHALL NOT ENCROACH ON POST TENSION TENDONS ° SPECIFIED RIB WIDTH' A! T.O. SLAB ------- RE:ARCH T.O. SLAB CONIC. SLAB, RE: PIAN 9 HORIZ. @1T o.c. — #5 H....L NOSE BAR RE: PIAN z ~ POST-TENSIONTENDONS, > S, CUR. `L - 9 HOPE NOSE BAR (2)ft5 COM.@BOT. RE PIANTENSION TENDONS, M. RE: PLAN FOR LOCATION& OTY. x > . P 9x I . W 3'CLR Q,� / 2' RIGID INSULATION RE: ARCH FOR •, EXTENT, VERTICAL INSULATION :� 38160 s: �•,• oarzsreoet�i (2)9 CONT. @BOT No. Date Issue SHALL NOT ENCROACH ON SOLID GROUT BEHIND 2 or GWnERR SPECIFIED RIB WIDTH W W=16' POST -TENSION TENDONS IN RIB, FINISHED GRADE @BRICK RE: PIAN FOR LOCATION &QW. STEM WALL w/ BRICKLEDGE FOR SLAB ELEV. T-6" MAX. ABOVE GRADE 5 SECTION •I z-0^ Z7 nI Date 07/25/2019 L`1 P' w #5x @12'o.c. Drawn By EG/LD Checked By RMS Title UJ Of FOUNDATION SECTIONS Sheet Number I S1 ^I 14� #5 HORIZ. @ 12' o.c. Y.. EXTERIOR GRADE W VARIES RE: CIVIL (2)#S COW, @BOTTOM RE: PLAN STEM WALL FOR SLAB ELEV. 4'-0" MAX. ABOVE GRADE 3 SECTION 314'=1'-0" BRICKVENEER, RE: ARCH FOR EXTENTS SOLID GROUT BEHIND BRICK BELOW FINISHED GRADE EXTERIOR GRADE VARIES, RE: CIVIL, WHERE GRADE &T.O.C. SEPARATION EXCEEDS 10, RE: 5 & WHIS SHEET FOR ADDITION& REINF. J, T.O. SLAB RE: CIVIL 4 SECTION 314"=1'41" EXTERIOR STUD WALL, BRICK VENEER, KEPHART RE: PMGENERAL NOTES FOR RE: ARCH FOR 4 STUD& SHEATHING REOM. EXTENTS I FOR STUD WALL, JANCHOR P.T 2x SILL IY RE: PUNIGENERAL NOTES FOR RE: WHIS SHEET ENGINEERING s.suc.usaL Sxo rve5ss STUD& SHEATHING REOM. FOR ANCHOR BOLTS BOLTS] T'RIGID INSULATION, RE: ARCH (2)#4 CONT. @TOP P.T. a S111 HE BOUNDARY O CONIC.SLAB, RE: PLAN NAILING, RE: PLAN Z SHALL NOT ENCROACH ON (2) A CONT. @ TOP ° SPECIFIED RIB WIDTH' A! T.O. SLAB ------- RE:ARCH SPECIFIED RIB WIDTHM' CONIC. SLAB, RE: PIAN 9 HORIZ. @1T o.c. #5 H....L NOSE BAR am z ~ POST-TENSIONTENDONS, > S, CUR. `L - 9 HOPE NOSE BAR (2)ft5 COM.@BOT. RE PIANTENSION TENDONS, 4 SECTION 314"=1'41" EXTERIOR 111 �� �� RE: PLAN KEPHART GRADE VARIES, community • planning a I 2555 WALNUT STREET DENvkA, COLOw woos �.Emn.n..Po, RE: CIVIL I FOR 2- RIGID INSULATION RE: ARCH. FOR JANCHOR ENGINEERING s.suc.usaL Sxo rve5ss 4ANCHORIff BOLTS] T'RIGID INSULATION, RE: ARCH e w S z O FOR EXTENT, VERT. INSULATION U Z SHALL NOT ENCROACH ON W ° SPECIFIED RIB WIDTH' A! all rc91 SPECIFIED RIB WIDTHM' Z 9 HORIZ. @1T o.c. #5 H....L NOSE BAR am z 0M 3 z WW/ `L - 9 HOPE NOSE BAR (2)ft5 COM.@BOT. w MST -TENSION TENDONS IN RIB, M. RE: PLAN FOR LOCATION& OTY. 4 SECTION 314"=1'41" STUDWALL, BRICK VENEER, RE: PIAN/GENERAL NOTES FOR q• RIGID INSULATION TO BE PROVIDED RE: EXTEFOR NTS STUD &SHEATHING REQ'M. BELOW SLAB @ ALL EXTERIOR P.T. 2x SILL R PATIO & BREEZEWAYS, TYP. U.N.O. RE iRHIS SHEET FOR ANCHOR BOLTS (2) W CONT. @ TOP SND WALL, STUD WALL, RE: PLANIGENERAL NOTES FOR AIRSPACE, RE: PW9IGENERAL NOTES FOR BOUNDARYSND85HEATHING REQ'M. RE: ARCH STUD & SHEATHING KOM. NAILING, RE: PIAN DOING SLAB, RE: PLAN X" ISOLATION JOINT. CAULK T.O. SLAB 8 SET wl HIGHLY ELASTIC RE: NNIS SHEET RE: ARCH FOR PARTY RE: ARCH CONIC. SEALANT, RE: ARCH FOR ANCHOR BOLTS RE: WHIS WALL ASSEMBLY REAM. ANCHOR RE: CIVIL FOR CONTROL FOR ANCHORRBOLTS a JOINEXT.FUIONS@ (2)#4 COW .@TOP BOUNDARY NAILING, PT 2x SILL P.T. 2x SILL TXT.FLATWORK BOUNDARY NAILING, 3^CLR RE: PLAN •.{ SLOPEXRE. PIAN IS POST -TENSION TENDONS, RE: ARCH CONIC. SLAB, RE: PIAN CONIC. SLAB, RE: PLAN CONIC. SLAB, RE: PLAN CONIC. SLAB, RE: PLAN \ T.O. SLAB T.O. SUB T.O. SLAB T.O. SLAB EXTERIOR V J RE: PUN e GRADEVARIES, I'` •I- "/ RE: CML RE: ARCH RE:ARCH RE ARCH RE: CIVIL I z RIGID INSULATION RE: ARCH. FOR — ,,, ° _- t' '1. _ EXTENT, VERTICAL INSULATION r \ -'T-4 SHALL NOT ENCROACH ON �¢ lu SPECIFIED RIBWIDTH'W'pRRN EPORT 1-0SION TENDONS, s //� N SIGN TENDONS, i\\/., x; PoPUT NNSION TENDONS, .�\ RESPUTENNSIONTENDONSFOR SUBGRPDE PREPARATION #5 HORIZ. @ 12' o.c. ENSION TENDONS IN RIB, MST -TENSION TENDONS IN RIB, POST -TENSION TENDONS IN RIB, NSULATION, N FOR LOCATION BOTV. RE: PLAN FOR LOCATION BON. RE: PIAN FOR LOCATION 8 QTY. ? °� O q5 HORIZ. NOSE BAR OTE ABOVE #9x1'-0"SMOOTH DOWELS@IP D. LOCATIONS OM.@BOT. • (2)#S CONT.@GOT. • (2)#SCONT.@BOT. T�-0' 24'o.c. (CENTER ON CAVIL( o °-- . P I .° #5 x LL o (� 1T o C. JOINT). CAST INTO FND.6LABAS SHOWN OR USE C.I.P.'SPEED T. @BOT. I' I' �' n ti W DOWEL'. EXTERIOR END TO BE RE RE^ :pLpry^ CALLOMS APPLY TO RE BOTH SIDES OF THE (2)#5 COM@BOT. GREASED PRIOR TO POURING PoST-TENSION TENDONS PARIDESOF OF DRIVEWAY APRON SLABIN RUB, FOR SOLID GROUT BEHIND Z W= LOCATION W . TY WALL BRICK BELOW RE: PLAN LOCATION QW. FINISHED GRADE W RIC POST -TENSION F O LOCATION QW. @BRICK RE: PLAN FOR LOCATION&QTY. STEM WALL w/ BRICKLEDGE FOR SLAB ELEV. 4'-011 MAX. ABOVE GRADE 6 SECTION 7 SECTION 8 SECTION 9 SECTION 10 SECTION SA' =1'W NV=1'-0" 314'=1'-0" 314" =1'-0' 314"=1'-0" ARCH. GRID LINE FULLY STRESS ONE SIDE OF I STUD WALL, STUD WALL, PoRT-TENSIONED SUB RE: D & SH E ERAL THINGNOTES FOR STUD WALL, TUPW 1GENERALSHEATHING RE: D & SH E ERAl-THING NOTES FOR PRIOR OINSTPLLATION OF 6 STUD&SHEATHING REQ'M. RANCHOR WHISSHEET 6' NOTES FOR SND85HEATHING STUD &SHEATHING REO'M. SUB ON OPPOSITE SIDE STUDIG ID LINE RE WHIS SHEET MIN. STUD WALL, FOR ANCHOR BOLTS MIN. REOM. LOCATION@SIM. FOR ANCHOR BOLTS RE: PLAWGENERAL NOTES FOR 6- RE: MIS SHEET BOUNDARYNAILING, V RE: IRHIS SHEET STUDWALL, RE: IRHIS SHEET STUD SHEATHING REOM. MIN. FOR ANCHOR BOLTS BOUNDARY P.T. 2x SILL R, TYR RE: PLAN MIN. FOR ANCHOR BOLTS RE: PW9IGENERAL NOTES FOR BRICK VENEER, RE: ARCH NAILING, RE: PLAN SND &SHEATHING Kam.Kam.INTERMEDIATE P.T. ANCHORAGE FOR ANCHOR BOLTS FOR EXTENTS BRICK VENEER, RE: ARCH AS MOR F.AP R VEDEAYES INDUSTRIES, P.T.2x SILL R,NP. P.T. 2x SILL R, NP. W1VECONT.@T.O. CURB OF FOR EXTENTS PT.2x SILL P, TYP. LTD. OR APPROVED EQUAL. CURB MAY BE PLACE IN W1 VERT. BAR@EA. END OF CURB 1 AIR SPACE (8 FIRE PROOFING @SIM.), FOLLOW ALL MANUR RECOM. BOUNDARY BOUNDARY NAILING, SEPARATE FOUR FROM SLAB RE:ARCH NAILING, RE: PIAN (1)#4 CONI.@T.O. CURBUP MRFCURB RE: PLAN w/ VERT. MCURBUP FCBAR olVE COM @Ta CURB IAP BAR #5 x 1'-0"SMOOTH DOWELS W/ VERT. BAR @ U. END OF CURB wIVERT. BAR @ EA. END OF CURB #4 CONT. HORIZ. BARS @ 12' o.c. wl VERT BAR @ U. END OF CUA HAND TOOLED$'CONTROL JOINT, CURB TO BE PoURED • ? T >� @ 16' o c., GREASE ONE END CURB TO BE POURED m a CLR m SEAL JOINT WI HIGHLY ELASTIC MONOLITHICALLY wl SLAB MONOLITHICALLY M SUB ( n (2) #4 CONT. @ TOP (2)il4 CONT. @TOP �P (2) #9 CONT. @ TOP �� (2) "COW @ TOP SEAUNT & BACKER ROD — v (2)ACONT@TOP, TYP w w •1. c�\�VA�V` I� RE: TWO POUR SYSTEM DETAILS FOR U. SIDE OF JOINT t CONC SUB, RE: PLAN t CONC. SUB, RE: PLAN L a !\CONC. SUB, RE: PIAN a !\ v\/ : I''. CONG SLAB, RE: PLAN REO'D. HAIRPIN DOWELS EA SIDE VARIES VARIES VARIES > VARIES > T.O. SUB CONIC. SUB. RE: PLAN RE: CIVIL \r lie RE: CIVIL - RE: PUN - RE: CNIL RE: CIVIL — — 1 . ° �\� SOLID GROM BEHIND �^ -/ I\� SOLID GROUT BEHIND _ BRICK BELOW _ \ 1 ROUT BELOW \ POST-TENSIONTENDONS, FINISH ED GRADE > POST -TENSION FINISHED GRPDE I /\\ ItNWEN610N F V 1 POST -TENSION TENDONS, A V Ilk A RE: PUN 1 TENDONS, RE: PUN RE: PUN /\ TENDONS, RE: PLAN ¢ ¢ ¢ �a z /\\j }L • { - 1 / W 1 @ h> r PROVIDE A VERT. wt 180• r 1 @ h> T PROVIDE #4 VERT. wl 180' W s - /° PROVIDE A VERT. wl 160°STD. \,\ `I I ^{ •T / POST -TENSION TENDONS, j STD. HOCK @ TOP @Iea.c.IN rSTD. HOOK @ TOP @18•Vc.IN PROVIDE#4 VERT. w1180' STD. HOOK @ TOP @1Y o.c IN CURB, - I I GI"' RE PLAN CURB, MIN. 12- EMBED BELOW T.O. o CURB, MIN. 12'EMBED BELOWT.O. HOCK @ TOP @ 12' o.c. IN CURB, 'o' MIN. 16' EMBED BELOW T.O. SUB I( Z SUB, (RE. fU1HIS SHEET FOR rc SLAB, (RE: ISRHIS SHEET FOR MIN. i6' EMBED BELOW T.O. SLAB, POUR ENTIRE RIB PRIOR TO a .g CUM >8") CURB >8")4 p r. OR WI FIRST SUB POUR v a (2)#5 CONT. @BOT. (2)#5 CONT.@BOT. (2)#S CONT. @BOT a (2)#S COW, @BOM • • •'• (4)#S CONT. TOPE BOT. POST -TENSION TENDONS IN RIB, POST -TENSION TENDONS IN RIB, 'r rPAST-TENSION TENDONS IN RIB, RE: PUN FOR LOCATION & QTY. POST -TENSION TENDONS IN RIB, RE: PUN FOR LOCATION & QTY. W= RE: PLAN FOR LOCATION&QTY. W= IF CURB IS PLACED IN SEPARATE W= RE: PLAN FOR LOCATION 80TY. IF CURB IS PLACED IN SEPARATE W= 8. 2'-0' g. RE: PLAN RE: PLAN POUR, ROUGHEN SUB SURFACE TO RE: PLAN POUR, ROUGHEN SUB SURFACE TO RE: PUN y' AMPLITUDE, CLEAN SURFACE & Y' AMPLITUDE, CLEAN SURFACE & APPLY CONIC. BONDING AGENT PRIOR APPLY CONIC. BONDING AGENT PRIOR TO PLACEMENT OF CURB CO NC. TO PLACEMENT OF CURB CONIC. INTERMEDIATE STRESSING JOINT 11 SECTION 12 SECTION 13 SECTION 14 SECTION 15 SECTION 3/4'= TW NV=T-0• 314"=1'-0" 314"=1'-0" 314'=1'-0' EXTERIOR 111 �� �� RE: PLAN KEPHART GRADE VARIES, community • planning a I 2555 WALNUT STREET DENvkA, COLOw woos �.Emn.n..Po, RE: CIVIL 2- RIGID INSULATION RE: ARCH. FOR JANCHOR ENGINEERING s.suc.usaL Sxo rve5ss EXTENT, VERTICAL INSULATION I \ O SHALL NOT ENCROACH ON U Z w W ° SPECIFIED RIB WIDTH' A! all rc91 r 9 HORIZ. @1T o.c. am z 0M 3 z WW/ `L - 9 HOPE NOSE BAR w J M. x > . P 9x W w ol Q�@ira.c. •, :� 38160 s: �•,• oarzsreoet�i (2)9 CONT. @BOT No. Date Issue eaead) PERMnsuwemu SOLID GROUT BEHIND 2 or GWnERR BRICK BELOW W=16' POST -TENSION TENDONS IN RIB, FINISHED GRADE @BRICK RE: PIAN FOR LOCATION &QW. STEM WALL w/ BRICKLEDGE FOR SLAB ELEV. T-6" MAX. ABOVE GRADE 5 SECTION $JB Review ng Eng neer 314' =1'-0' STUDWALL, BRICK VENEER, RE: PIAN/GENERAL NOTES FOR q• RIGID INSULATION TO BE PROVIDED RE: EXTEFOR NTS STUD &SHEATHING REQ'M. BELOW SLAB @ ALL EXTERIOR P.T. 2x SILL R PATIO & BREEZEWAYS, TYP. U.N.O. RE iRHIS SHEET FOR ANCHOR BOLTS (2) W CONT. @ TOP SND WALL, STUD WALL, RE: PLANIGENERAL NOTES FOR AIRSPACE, RE: PW9IGENERAL NOTES FOR BOUNDARYSND85HEATHING REQ'M. RE: ARCH STUD & SHEATHING KOM. NAILING, RE: PIAN DOING SLAB, RE: PLAN X" ISOLATION JOINT. CAULK T.O. SLAB 8 SET wl HIGHLY ELASTIC RE: NNIS SHEET RE: ARCH FOR PARTY RE: ARCH CONIC. SEALANT, RE: ARCH FOR ANCHOR BOLTS RE: WHIS WALL ASSEMBLY REAM. ANCHOR RE: CIVIL FOR CONTROL FOR ANCHORRBOLTS a JOINEXT.FUIONS@ (2)#4 COW .@TOP BOUNDARY NAILING, PT 2x SILL P.T. 2x SILL TXT.FLATWORK BOUNDARY NAILING, 3^CLR RE: PLAN •.{ SLOPEXRE. PIAN IS POST -TENSION TENDONS, RE: ARCH CONIC. SLAB, RE: PIAN CONIC. SLAB, RE: PLAN CONIC. SLAB, RE: PLAN CONIC. SLAB, RE: PLAN \ T.O. SLAB T.O. SUB T.O. SLAB T.O. SLAB EXTERIOR V J RE: PUN e GRADEVARIES, I'` •I- "/ RE: CML RE: ARCH RE:ARCH RE ARCH RE: CIVIL I z RIGID INSULATION RE: ARCH. FOR — ,,, ° _- t' '1. _ EXTENT, VERTICAL INSULATION r \ -'T-4 SHALL NOT ENCROACH ON �¢ lu SPECIFIED RIBWIDTH'W'pRRN EPORT 1-0SION TENDONS, s //� N SIGN TENDONS, i\\/., x; PoPUT NNSION TENDONS, .�\ RESPUTENNSIONTENDONSFOR SUBGRPDE PREPARATION #5 HORIZ. @ 12' o.c. ENSION TENDONS IN RIB, MST -TENSION TENDONS IN RIB, POST -TENSION TENDONS IN RIB, NSULATION, N FOR LOCATION BOTV. RE: PLAN FOR LOCATION BON. RE: PIAN FOR LOCATION 8 QTY. ? °� O q5 HORIZ. NOSE BAR OTE ABOVE #9x1'-0"SMOOTH DOWELS@IP D. LOCATIONS OM.@BOT. • (2)#S CONT.@GOT. • (2)#SCONT.@BOT. T�-0' 24'o.c. (CENTER ON CAVIL( o °-- . P I .° #5 x LL o (� 1T o C. JOINT). CAST INTO FND.6LABAS SHOWN OR USE C.I.P.'SPEED T. @BOT. I' I' �' n ti W DOWEL'. EXTERIOR END TO BE RE RE^ :pLpry^ CALLOMS APPLY TO RE BOTH SIDES OF THE (2)#5 COM@BOT. GREASED PRIOR TO POURING PoST-TENSION TENDONS PARIDESOF OF DRIVEWAY APRON SLABIN RUB, FOR SOLID GROUT BEHIND Z W= LOCATION W . TY WALL BRICK BELOW RE: PLAN LOCATION QW. FINISHED GRADE W RIC POST -TENSION F O LOCATION QW. @BRICK RE: PLAN FOR LOCATION&QTY. STEM WALL w/ BRICKLEDGE FOR SLAB ELEV. 4'-011 MAX. ABOVE GRADE 6 SECTION 7 SECTION 8 SECTION 9 SECTION 10 SECTION SA' =1'W NV=1'-0" 314'=1'-0" 314" =1'-0' 314"=1'-0" ARCH. GRID LINE FULLY STRESS ONE SIDE OF I STUD WALL, STUD WALL, PoRT-TENSIONED SUB RE: D & SH E ERAL THINGNOTES FOR STUD WALL, TUPW 1GENERALSHEATHING RE: D & SH E ERAl-THING NOTES FOR PRIOR OINSTPLLATION OF 6 STUD&SHEATHING REQ'M. RANCHOR WHISSHEET 6' NOTES FOR SND85HEATHING STUD &SHEATHING REO'M. SUB ON OPPOSITE SIDE STUDIG ID LINE RE WHIS SHEET MIN. STUD WALL, FOR ANCHOR BOLTS MIN. REOM. LOCATION@SIM. FOR ANCHOR BOLTS RE: PLAWGENERAL NOTES FOR 6- RE: MIS SHEET BOUNDARYNAILING, V RE: IRHIS SHEET STUDWALL, RE: IRHIS SHEET STUD SHEATHING REOM. MIN. FOR ANCHOR BOLTS BOUNDARY P.T. 2x SILL R, TYR RE: PLAN MIN. FOR ANCHOR BOLTS RE: PW9IGENERAL NOTES FOR BRICK VENEER, RE: ARCH NAILING, RE: PLAN SND &SHEATHING Kam.Kam.INTERMEDIATE P.T. ANCHORAGE FOR ANCHOR BOLTS FOR EXTENTS BRICK VENEER, RE: ARCH AS MOR F.AP R VEDEAYES INDUSTRIES, P.T.2x SILL R,NP. P.T. 2x SILL R, NP. W1VECONT.@T.O. CURB OF FOR EXTENTS PT.2x SILL P, TYP. LTD. OR APPROVED EQUAL. CURB MAY BE PLACE IN W1 VERT. BAR@EA. END OF CURB 1 AIR SPACE (8 FIRE PROOFING @SIM.), FOLLOW ALL MANUR RECOM. BOUNDARY BOUNDARY NAILING, SEPARATE FOUR FROM SLAB RE:ARCH NAILING, RE: PIAN (1)#4 CONI.@T.O. CURBUP MRFCURB RE: PLAN w/ VERT. MCURBUP FCBAR olVE COM @Ta CURB IAP BAR #5 x 1'-0"SMOOTH DOWELS W/ VERT. BAR @ U. END OF CURB wIVERT. BAR @ EA. END OF CURB #4 CONT. HORIZ. BARS @ 12' o.c. wl VERT BAR @ U. END OF CUA HAND TOOLED$'CONTROL JOINT, CURB TO BE PoURED • ? T >� @ 16' o c., GREASE ONE END CURB TO BE POURED m a CLR m SEAL JOINT WI HIGHLY ELASTIC MONOLITHICALLY wl SLAB MONOLITHICALLY M SUB ( n (2) #4 CONT. @ TOP (2)il4 CONT. @TOP �P (2) #9 CONT. @ TOP �� (2) "COW @ TOP SEAUNT & BACKER ROD — v (2)ACONT@TOP, TYP w w •1. c�\�VA�V` I� RE: TWO POUR SYSTEM DETAILS FOR U. SIDE OF JOINT t CONC SUB, RE: PLAN t CONC. SUB, RE: PLAN L a !\CONC. SUB, RE: PIAN a !\ v\/ : I''. CONG SLAB, RE: PLAN REO'D. HAIRPIN DOWELS EA SIDE VARIES VARIES VARIES > VARIES > T.O. SUB CONIC. SUB. RE: PLAN RE: CIVIL \r lie RE: CIVIL - RE: PUN - RE: CNIL RE: CIVIL — — 1 . ° �\� SOLID GROM BEHIND �^ -/ I\� SOLID GROUT BEHIND _ BRICK BELOW _ \ 1 ROUT BELOW \ POST-TENSIONTENDONS, FINISH ED GRADE > POST -TENSION FINISHED GRPDE I /\\ ItNWEN610N F V 1 POST -TENSION TENDONS, A V Ilk A RE: PUN 1 TENDONS, RE: PUN RE: PUN /\ TENDONS, RE: PLAN ¢ ¢ ¢ �a z /\\j }L • { - 1 / W 1 @ h> r PROVIDE A VERT. wt 180• r 1 @ h> T PROVIDE #4 VERT. wl 180' W s - /° PROVIDE A VERT. wl 160°STD. \,\ `I I ^{ •T / POST -TENSION TENDONS, j STD. HOCK @ TOP @Iea.c.IN rSTD. HOOK @ TOP @18•Vc.IN PROVIDE#4 VERT. w1180' STD. HOOK @ TOP @1Y o.c IN CURB, - I I GI"' RE PLAN CURB, MIN. 12- EMBED BELOW T.O. o CURB, MIN. 12'EMBED BELOWT.O. HOCK @ TOP @ 12' o.c. IN CURB, 'o' MIN. 16' EMBED BELOW T.O. SUB I( Z SUB, (RE. fU1HIS SHEET FOR rc SLAB, (RE: ISRHIS SHEET FOR MIN. i6' EMBED BELOW T.O. SLAB, POUR ENTIRE RIB PRIOR TO a .g CUM >8") CURB >8")4 p r. OR WI FIRST SUB POUR v a (2)#5 CONT. @BOT. (2)#5 CONT.@BOT. (2)#S CONT. @BOT a (2)#S COW, @BOM • • •'• (4)#S CONT. TOPE BOT. POST -TENSION TENDONS IN RIB, POST -TENSION TENDONS IN RIB, 'r rPAST-TENSION TENDONS IN RIB, RE: PUN FOR LOCATION & QTY. POST -TENSION TENDONS IN RIB, RE: PUN FOR LOCATION & QTY. W= RE: PLAN FOR LOCATION&QTY. W= IF CURB IS PLACED IN SEPARATE W= RE: PLAN FOR LOCATION 80TY. IF CURB IS PLACED IN SEPARATE W= 8. 2'-0' g. RE: PLAN RE: PLAN POUR, ROUGHEN SUB SURFACE TO RE: PLAN POUR, ROUGHEN SUB SURFACE TO RE: PUN y' AMPLITUDE, CLEAN SURFACE & Y' AMPLITUDE, CLEAN SURFACE & APPLY CONIC. BONDING AGENT PRIOR APPLY CONIC. BONDING AGENT PRIOR TO PLACEMENT OF CURB CO NC. TO PLACEMENT OF CURB CONIC. INTERMEDIATE STRESSING JOINT 11 SECTION 12 SECTION 13 SECTION 14 SECTION 15 SECTION 3/4'= TW NV=T-0• 314"=1'-0" 314"=1'-0" 314'=1'-0' a D 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENvkA, COLOw woos �.Emn.n..Po, JANCHOR ENGINEERING s.suc.usaL Sxo rve5ss 2533 Dt65tO9 D,nre. 3 309,330211 053783 4797 F,,303 83 I Fill O U Z w W r am W/ WW/ W 0 W w :� 38160 s: �•,• oarzsreoet�i No. Date Issue eaead) PERMnsuwemu t 1YNMV45MIlil NwNER REV 2 or GWnERR Project Engineer $JB Review ng Eng neer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title FOUNDATION SECTIONS Sheet Number S1 a D B RE: 1151-2.0 FOR ANCHOR BOLTS BOUNDARY NAILING, RE: PLAN CONC. SLAB, RE: PLAN SND WALL, RE: STUDPI-ANJGENERA-T NOTES FOR POST -TENSION TENDONS, GTUDd SHEATHING REO'M. RE: PLAN ^10 P.T. 2x SILL PA -- A,r A. �_- (2)#4CONT.@TOP - -- I < A .. +—a'{�---1---1--{��� RE: FLOOR FRAMING SHEETS FOR FRAMING INFORMATION �id" f 0'I r I I #Bx bI . • . @1r oG, R+I I RR ENDON, PROVIDE 11"PROJECTION ekalI ---1I --�I �7 I I I I I I I I I FROM TOP OF WALL EA. FACE°I °w• 45 HORIZ.@ 18' o.c. EA. FACE #6 VERTS.@ 12 -ox. M. FACE I{� II ICLa I I I I I � TRENCHES@UPPER R ++ 3p1-- --1--{ 7 SLAB,RE: PLAN IL i a{+t+Y-1---1---1— #5x 5-2. @, 2' o.a. CENTER IN WIDTH OF 12' TRENCH �@1Z'o.c. {I��1�11_J___J___J__�11 UP TO 10.0 SLEEVE TO BE PROVIDED AS IW DOWELS 1W EMBED 11 { I I I I I I I I I REQUIRED FOR PERIMETER DRAIN PIPE. , V INTO LOWER SLAB M. FACECONTRACTOR FORFRAMING & ANCHORAGE BRICK VENEER, TO PROVIDE LOCATION F( SLAB @ ALL EXTERIOR PATIO, DRIVE LANE & II 11 I I I I REVIEW BY E 0 R. PRIOR TO 7X4'XCONT. KEYWAY I I AAAAAAAA :I 111-I J___J___ _�11 SLEEVE TO AVOID CONSTRUCTION. SL #] VERTICAL BARS CONIC. SLAB, RE: PLAN P.T. 2x SILL R TOP& BOT.@ 12' oc. M. WAV II'.: -III I I II I I I TRENCIVSLIB BEYOND POST -TENSION TENDONS RE PIAN .1I•,,, X1 1 1-L J OTHERS o BO -i! -L (2)#9CONT @TOP NAILING, RE:E: PLAPLA N _J __J_ �LL I SND & SHEATHING REDM. e.-- CONIC. SLAB, RE: PLAN I —I—F� --� -� T. _ REPUN:P�N FLOOR .a I #5 VERTS.@ 12'cBA c. BETWEEN#]RS. ie" SHEATHING, CENTER IN 17 TRENCH A. L I I I b l {:. I' 9 RIB TENDON, RE: 68 MM.3 (1)#5 CONT. WHERE SHOWN .'_. L I I I I. e -_--L A —---J---J—J4 w1'-0' TRENCHISLAB BEYOND Ls• I I I I .4 1. ho J POST -TENSION TENDONS, a I I -- r• •{ (6)#7x 1W VERTS.EA.ENDOF (21 #5 COM @BOT L'. —fv"I WALL. (3) SETS OF (2) BARS (1)M. _____ °!,+ —= _�__ ___ __ by FACE OF TRENCH AS SHOWN. P.T. SLAB -ON -GRADE STEP DETAIL 1 SECTION 314'=1'W 4'3^0x7' MIN. EMBED ANCHOR BOLTwITHOOK @3ro.c.,TYP. RE: SHEAR WALL SCHED. FOR SPACING SND WALL, @ SHEAR WALLSRE: PUNIGENERAL NOTES FOR P.T. 2x12 LEDGER W1 (2) STUD SHEATHING RED -M. ROWS)K'0x6' TITEN HD ANCHORS@24"ac\2xSILL @ 8' WALL PROVIDE { SINGLE MAT OF REINF. CONIC. SLAB, RE: PLAN POST -TENSIONING TENDONS, RE: PLAN 1. 1N^' 9 HI @ 18" o.c. EA FACE T.O. SLAB P. A #5 VERT .@ 18" o. c. EA. FACE (2) A CONT. @ TOP, RE: IRHIS I A� SHEET FOR DIMENSION TO r 4 .., SLAB EDGE o {' ABAR FULL DEPTH@ 10'o.c, p0 #5x6'4'DOWELS I {w1135°STD. HOOK M. END TO MATCH WALL VERT. REINF. I w (2)#5 S EQ. M P. BTWN. TOP B Of 7 0 •.I 1'-0" CONCRETE SLAB WI #5 BARS@16•ac EA. WAY 0 (21 #S CONTOT. TOP &BOT. WI,V HOOK EA. ul TOP&BT. .'-}' END rc r A I Air: \ I N § F m 8 SECTION 311 V-0' F TRESSLOWER SIDE OF ENSIONED SLAB PRIOR TALLATION OF UPPER SLAB GUARDRAIL & REFER TO APPLICABLE E. BTWN. TOPS ■ CONNECTIONS BY SP. BOT community • planning • FORFRAMING & ANCHORAGE BRICK VENEER, OTHERS, RE: ARCH SLAB @ ALL EXTERIOR PATIO, DRIVE LANE & REQUIREMENTS. RE'. ARCH FOR 4- MAX. DEPTH EXTENTS BREEZEWAYS, TYP. U.N.O. N.W. CONC. w I21 CONT. @TOP P.T. 2x SILL R TOP& BOT.@ 12' oc. M. WAV TOPPING BY SND WALL i CONCRETE SLAB, RE: PLAN FOR ANCHOR BOLTS OTHERS o BO &I I A [O] NAILING, RE:E: PLAPLA N POSTTENSION TENDONS BOUNDARY SND & SHEATHING REDM. NAILING, RE: PLAN CONIC. SLAB, RE: PLAN z T. _ REPUN:P�N FLOOR rT, - _— RE: ARCH SHEATHING, BOUNDARY NAILING, RE: PLAN s, —'�^ WWW/ REPLAN rc 2x4 CONT. RIBBON BAND WI (3) DOUBLE 2x SOLE E. NAIL EACH PLY 16d NAILS INTO EA. TRUSS 'PERSHEARWALLSCHEDUM YCLR P T. 2x SILL R J POST -TENSION TENDONS, @TOP hill 0 T.O.C. I .{ : \/,� RE:PLAN RE: PLAN {1M Al- 1X' GYPSUM BASED TOPPING wI ,I 1' {'• SPECIFIED RIB WIDTH W RE: CIVIL ••{ ' . {_ .I EXTENT, VERTICAL INSULATION h SHALL NOT ENCROACH ON PRE-ENGINEERED WOOD ACOUSTIC UNDERIAYMENT, RE: ARCH :.-I. FLOOR MUSS wI SLOPED SPECIFIED RIB WIDTH'W :� 38160 s: �•, 9arzsreoel ,� r TOP CHORD, RE: PLAN, ANCHOR BOLTS, BOUNDARY 1 1YNMV x INWNER REV RE'. ARCH FOR MUSS RE: BRHIS SHEET- a .. ''{ DIMENSIONS 1}§^CLR. •'V. A 4 qS HORIZ. NOSE BAR z LAll .. I N 1 2 0 "hin, All �\ S FACE MOUNT RE: PVJJ FOR REINF., TYP. HANGERS TO BE P < 9x�Ul @Y0C. LOCATION VA All DESIGNED& ti 0 job Number WPROVIDED BY TRUSS (2)#5 COW. @BOT. RIGID INSULATION RE !•. RMS RE: PLAN FINISHED GRADE 9 SECTION 314'=1'W .11 S' CMU, RE PLAN wI STD. STUDWAL, LADDERORTRUSSTYPE RE: PLMllGENERAL NOTES FOR Il.. WALL REINF@16-ec. HI STUD & SHEATHING FEW T.O. SLAB I - 9 DOWELS x 6'W TO MATCH BOUNDARY NAILING, RE: ARCH I VERT. REINF SPACING, RE: PIAN RE: PLAN (EMBED 24" MIN. INTO FND.) m (2)#4 CONT. CONIC. SLAB, RE: PIAN @ TOP T.O.C. T.O. SLAB ! SLOPE RE: ARCH T.O. SLAB P', E:ARCH RE: ARCH d j •{ la A ^POST -TENSION TENDONS, V = RE: PIAN \ 11, 0IA POST -TENSION TENDONS IN RIB, RIGID INSULATION, RE: PLAN FOR LOCATION & QTY. RE: TITHIS SHEET FOR LOCATION A! n0 .,•4 00 (2) #5 CONT. @BOT 1 a RE:PWJ n a: yW � RE PLAN m RE: PLAN POST -TENSION TENDONS IN RIB, RE: PLAN FOR LOCATION & QTY. 2 SECTION 3 SECTION T.O. SLAB 314'=1'-0 314•=1'-0' RE: ARCH M TYP. #5 WALL HORIZ., r' RE:4RHIS SHEET 1' I HOCK @ VERT. BARTHIS S EET I { @BOT., RE:4RHIS SHEET AS REQ'D. II .-• (4)A HORIZ TIES b I PIT SLAB REINF., I I° RE:4?HIS SHEET I aI T.O. PIT SLAB RE: PLAN bll..a 1" • I' SUMPPIT __ Z-0 ___ F7 L 0 `(5) #4 @ 6' o.a M. WAY x 1'43" AS REQ'D. AS SUMP PIT @ ELEVATOR PIT SLAB 5 SECTION we =1'-0' RE:,IS,-2.0 FOR ANCHOR BOLTS P.T. 2x SILL R (3) #4 COM. @ TOP CONIC. SLAB, RE: PLAN TENDONS, RE: PLAN, TRANSITION PER PTI MANUAL RIGID INSULATION RE: IRHIS SHEET FOR LOCATION Do 18" 0�3' 36' 3'>T 54• 6'>9' Tr 9'>1r RE: 11S1-2.0 FOR qE. pRCH ANCHOR BOLTS BOUNDARY NAILING, RE:P AN CONIC. SLAB, RE: PLAN POST -TENSION TENDONS RE: PLAN T.O. SLAB.. rINA RE: ARCH SND WALL, RE: PUNIGENER I-NOTESFOR SND & SHEATHING REQ'M. RE: ARCH FOR PARTY WALL ASSEMBLY REQ'M. P.T. 2x SILL R (2)A CONT. @ TOP (2)9 CONT. @ TOP 8 BOT. #4 BAR FULL DEPTH @ 10" o.c w1135° STD. HOOK EA END ELEVATOR PIT 4 SECTION 314" =1'-0' REFER TO APPLICABLE E. BTWN. TOPS ■ STRUCTURAL DOCUMENTS SP. BOT community • planning • FORFRAMING & ANCHORAGE BRICK VENEER, RE: PUNIGENERAL NOTES FOR 4 SLAB @ ALL EXTERIOR PATIO, DRIVE LANE & REQUIREMENTS. RE'. ARCH FOR J'(2)9 EXTENTS BREEZEWAYS, TYP. U.N.O. 12• CONIC. SLAB WI0 BARS I21 CONT. @TOP P.T. 2x SILL R TOP& BOT.@ 12' oc. M. WAV RE: IRHIS SHEET SND WALL FM CONCRETE SLAB, RE: PLAN FOR ANCHOR BOLTS (2)#4 CONT. @TOP BO &I I A [O] NAILING, RE:E: PLAPLA N POSTTENSION TENDONS BOUNDARY SND & SHEATHING REDM. NAILING, RE: PLAN CONIC. SLAB, RE: PLAN STUD & SHEATHING REQ'M. T. _ REPUN:P�N 4. rT, - _— RE: ARCH (2) #5 CONT. @ BOT. ELEVATOR PIT 4 SECTION 314" =1'-0' 10 SECTION 314'=1'W TYPICAL PATIO 0 11 SECTION ANCHOR BOLTS, RE: PLANI SHEARWALLSCHEDULE P.T. 2x SILL R (3) A COM. @ TOP CONC. SLAB. RE: PLAN POST -TENSIONING TENDONS, RE: PLAN, TRANSITION PER PTI MANUAL 16' 0>3' 38" 3'>B' 54" 6'>9' Tr 8'> 12' L REFER TO APPLICABLE 111 �� ■ STRUCTURAL DOCUMENTS STUD WALL, community • planning • FORFRAMING & ANCHORAGE BRICK VENEER, RE: PUNIGENERAL NOTES FOR 4 SLAB @ ALL EXTERIOR PATIO, DRIVE LANE & REQUIREMENTS. RE'. ARCH FOR BUD& SHEATHING REAM. EXTENTS BREEZEWAYS, TYP. U.N.O. RE:1B1-20 FOR I21 CONT. @TOP P.T. 2x SILL R ANCHOR BOLTS RE: IRHIS SHEET SND WALL FM CONCRETE SLAB, RE: PLAN FOR ANCHOR BOLTS (2)#4 CONT. @TOP BO - RE: PUNIGENERAL NOTES FOR [O] NAILING, RE:E: PLAPLA N POSTTENSION TENDONS BOUNDARY SND & SHEATHING REDM. NAILING, RE: PLAN CONIC. SLAB, RE: PLAN STUD & SHEATHING REQ'M. T. _ REPUN:P�N T.O. SLAB rT, - _— RE: ARCH RE: PLAN s, —'�^ WWW/ DOUBLE 2x SOLE R. NAIL EACH PLV Q DOUBLE 2x SOLE E. NAIL EACH PLY I J. 3' CM I 'PERSHEARWALLSCHEDUM YCLR °•�- \/ / r RIGID INSULATION RE: ARCH FOR 4 J POST -TENSION TENDONS, @TOP hill 0 n EXTENT, VERTICAL INSULATION EXTERIOR I .{ : \/,� RE:PLAN SHALL NOT ENCROACH ON GRADE VARIES, I, 'I.-, Z'RIGID INSULATION RE: ARCH. FOR 1X' GYPSUM BASED TOPPING wI ,I 1' {'• SPECIFIED RIB WIDTH W RE: CIVIL ••{ ' . {_ .I EXTENT, VERTICAL INSULATION h SHALL NOT ENCROACH ON ACOUSTIC UNDERIAYMENT, RE: ARCH •' •, \SVA SPECIFIED RIB WIDTH'W :� 38160 s: �•, 9arzsreoel ,� i, \�\i No. Deh Issue BOUNDARY 1 1YNMV x INWNER REV L .I 2-0 { � _ #5 HORIZ.@1r ece a .. NAILING, RE: PLAN o Lu wl 45xo.c, S i3z •'V. A 4 qS HORIZ. NOSE BAR z I N 1 2 0 "hin, All �\ S .•. I , F 'I a . I;' #5 HORIZ.@ 17 O.C. > P < 9x�Ul @Y0C. LOCATION RMS r.. ti 0 job Number 190595 EXTERIOR GMDE VARIES RE: CIVIL W= (2)#5 CONT. BOTTOM SOUDGROUTBEHIND BRICK BELOW (2)#5 COW. @BOT. RIGID INSULATION RE !•. RMS RE: PLAN FINISHED GRADE WA: IS POST -TENSION TENDONS IN RIB, WEBS @ 16" o.c. MAX. o� BOX NOTE ABOCE @BRICK RE: PLAN FOR LOCATION & QTY. STEM WALL FOR SLAB ELEV. STEM WALL w/ BRICKLEDGE FOR 5'-011 MAX. ABOVE GRADE SLAB ELEV. 5'-01' MAX. ABOVE GRADE 6 SECTION 7 SECTION 314" =1'-0' 314'=1'W 10 SECTION 314'=1'W TYPICAL PATIO 0 11 SECTION ANCHOR BOLTS, RE: PLANI SHEARWALLSCHEDULE P.T. 2x SILL R (3) A COM. @ TOP CONC. SLAB. RE: PLAN POST -TENSIONING TENDONS, RE: PLAN, TRANSITION PER PTI MANUAL 16' 0>3' 38" 3'>B' 54" 6'>9' Tr 8'> 12' L 111 �� ■ RIGID INSULATION TO BE PROVIDED BELOW community • planning • architecture 2555 WALNUT STREET oENVER, Ca.owxoo woos �.Emn.n..Po, SLAB @ ALL EXTERIOR PATIO, DRIVE LANE & JANCHOR BREEZEWAYS, TYP. U.N.O. ENGINEERING s.suc.usaL Exo rvEEss 309,0211 2533 17th 5tre w).enre. 3 33 03�,w...E.783 4797 ... 9"" STUD WALL, RE: PLAN FOR SND WALL FM STUD WALL, STUD & SHEATHING FEW - RE: PUNIGENERAL NOTES FOR [O] W RE: PUITGENERAL NOTES FOR SND & SHEATHING REDM. STUD & SHEATHING REQ'M. BOUNDARY NAILING, rT, �,J,J,W^^^^^^••••••111111 RE: PLAN x WWW/ DOUBLE 2x SOLE R. NAIL EACH PLV Q DOUBLE 2x SOLE E. NAIL EACH PLY PER SHEAR WALL SCHEDULE (2)#4 COM. 'PERSHEARWALLSCHEDUM z @TOP hill 0 1Y.'GYPSUM BASED TOPPING WI 1X' GYPSUM BASED TOPPING wI _SLO.P.E. T.O. SLOB �Rc: RCH ACOUSTIC UNDERLAYMENT, RE: ARCH ACOUSTIC UNDERIAYMENT, RE: ARCH •' •, :� 38160 s: �•, 9arzsreoel ,� RE ARCH - No. Deh Issue BOUNDARY 1 1YNMV x INWNER REV 2 OIMbID GWNEaa m z 4 FLOOR SHEATHING RE: PLAN NAILING, RE: PLAN FLOOR SHEATHING, RE: PLAN 11 •' "hin, All �\ S PRE-ENGINEERED WOOD SHEATHING SPLICE Project Engineer FLOOR TRUSS, RE: PLAN LOCATION RMS ENDWALLTRUSS w12x4 TOP 07/25/2019 job Number 190595 Drawn By & BOT. CHORDS 82x4 VERT.m RIGID INSULATION RE !•. RMS BOUNDARY WEBS @ 16" o.c. MAX. o� BOX NOTE ABOCE NAILING, RE: PLAN FA FOR LOCATIONS rc WOOD BEAM, P.T. a SILL i uwA.-- 0 (2) #5 COM @ BOT. RE: PLAN T.O.C. ,•4.'. n-� RE. FLAN .`F._ EERED - •' •^ TIMBERSMAND FULL I. TRUSSES,RE. DEPTH BLOCKING @ 3 '4Y L �•e'. o.c@ 1ST JOIST BAY ANCHOR BOLTS, J u� W= RE: BRHIS SHEET _ RE. PLAN m RE: PLAN' I I. I}{ CUR.POST RE: PLAN FOR REINF., TYP. 'I.,'' ^:.I TENSION TENDON SIN RIB, I- RE: PLAN FOR LOCATION& QW. 10 SECTION 314'=1'W TYPICAL PATIO 0 11 SECTION ANCHOR BOLTS, RE: PLANI SHEARWALLSCHEDULE P.T. 2x SILL R (3) A COM. @ TOP CONC. SLAB. RE: PLAN POST -TENSIONING TENDONS, RE: PLAN, TRANSITION PER PTI MANUAL 16' 0>3' 38" 3'>B' 54" 6'>9' Tr 8'> 12' L z Ld al z ED D0 V a 0 u rc 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STREET oENVER, Ca.owxoo woos �.Emn.n..Po, JANCHOR ENGINEERING s.suc.usaL Exo rvEEss 309,0211 2533 17th 5tre w).enre. 3 33 03�,w...E.783 4797 ... 9"" I FM Z [O] W rT, �,J,J,W^^^^^^••••••111111 CL x WWW/ LU P -Ai U 0 N z 0 W :� 38160 s: �•, 9arzsreoel ,� No. Deh Issue whoon PERMITSUM u 1 1YNMV x INWNER REV 2 OIMbID GWNEaa "hin, CIA Project Engineer SJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title FOUNDATION SECTIONS Sheet Number S1-2.1 z Ld al z ED D0 V a 0 u rc �K* STRUCTURAL KEYNOTE SCHEDULE 11 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC2104(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC210-2MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IP's wt SIMPSON CS16x36' STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW WI 10tl NAILS @ fi' c.c. FULL HEIGHT. 9. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 551.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE]/S1-00 FOR ADD'L. INFO. 15. PROVIDE CONT. DBL. 26 TOP @@BALCONY HALE WALL (NO SPLICE PERMITTED). FASTENPUESw/16tl NAILS@12"o.c.. FASTEN EA. ENDw/(2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOUOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.5W10 HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I"PLAN{EFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM w/1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK-0UT wI (3) SIMPSON A34 CLIPS. 20. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys' FILLET WELDS ON EA SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1' LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCC.1-].15DS2.5 COLUMN CAP w/ STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' o.c. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/20, OR);e MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BPWN. NANAWALL HEADER & FRAMING ELEMENTS MOVE. 25. W800 ELEVATOR HOIST BEAM, RE: &5&0.1 FOR CONNECTION TO PRECAST CONC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.Ow/(3) SIMPSON SDWS22fiO3DB SCREWS@ 1z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET w/ SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. 30. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REQ'D FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE COST DBL 1Y'x5$'EVIL TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 160 NAILS @12'0 c. FASTEN EA. END w/(2)SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMNTYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. M. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER WI(2)ROM X'ox6'TITEN HD ANCHORS @24'o.c, INSTALL ROWS ZJ'FROM TOP &SOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD w/(2) SIMPSON SDW8224ODDB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2' MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREWS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w/(4)1W NAILS @24'ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0' MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CCO66S052.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN WI SDWS22400D6 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.S COLUMN CAP w/ STRAPS ROTATED 90'. 46. PROVIDE SIMPSON ECCOB65DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W EVIL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)164 NAILS. 48. PROVIDE 2x12 LEDGER W1 (2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN wI YIC FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EWIV FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3/S] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES, DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SIPS. 56. PROVIDE EMBED 0EKx8x0'S' WI (4)j¢ Odi' HA.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 3614 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN, 58. MITER CHANNELS & WELD at X6' FILLET WEIR ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYxBW-8-WI(4)Jf'ex8'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE W/ 3;6' FILLET WELD OR PROVIDE CAP SIM. TO 1315044. 130. PROVIDEDBL. 18' LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 357-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @HATCHED REGION. 62. PROVIDE DBL. 18' LVL LEDGER w/(3)ROWSJ¢'0x8' SIMPSON TITEN HD SCREW ANCHORS @ 1Z' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4' BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC WALL. M. PROVIDE P.T. 2x12 LEDGER WI(2)ROWS $'Ex6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCC412SDS CONCEALED -FLANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH. OVS14.2 SHOWS THE TYP. CONDITION W/ THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL f--------- A -------t------------t ---------------------------------- x STRUCTURAL KEYNOTE SCHEDULE 67. PROVIDE SIMPSON CS16x6-0' STRAP @EA. ELEV. WALL TOP @& ALIGN CORRIDOR JOIST TOA ICEPT STRAP. STRAPPING TO OCCUR D EA. VE . fib. BALL00 J -F INT RIO EL AOR OR W LS 0 BL OP . 69. PROVIDE'C10' STUB POST BTWR FLUSH STEEL BEAM&DROPPED STEEL BEAM. WELD EA. SIDE OF STUB POST TO BEAM FLANGES w/2' FILLET WELD TOP & BOT. 70. FRAME INT. ELEV. CORE WALLS WI % X*' LSL STUDS @ 16" ec. (ROOF TO 4M FLOOR), 71. PROVIDE (4) SIMPSON DTTIZ EVENLY SPACED @STAIR AWNING. FASTEN FROM i RAFTERS TO WALL STUDS W1%'cx4' TAG SCREWS. FASTEN TO RAFTERS WI SO 119%%, 1 SCREWS, 72. SHEATHE INTERIOR FACE OF 2x4 ELEV. CORE WALL WI %e' WOOD STRUCTURAL PANELS 71 iFASTENED PER SHEAR WALL SCHEDULE. y I I I I I I I I I I I I K FIRST FLOOR 1 FRAMING PLAN - AREA B NOTES: 118'=THY' O O 1. RE SO 01,S&Oz&SO-0.3 FOR TYPICAL FLOOR FRAMING NOTES. PROJECT TRUE RE: SO -0.5 FOR BEAM, 2. RE SCHEDULES FOR MOSSES, BEAMS, & COLUMNS AS INDICATED BY ET#,B#&ONCALLOUTS. FOR BEAMS & COLUMNS THAT ARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. COLUMN, JOIST/FLOOR 3. RE: SO -0.2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES ,& SHEATHING REQUIREMENTS, TYP. cX, f� 1� , TRUSSROOF TRUSS 4. TRUSS MANUFACTURER: 1� -NUMBERS IN [XXX/XXX] INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT(LIVE SCHEDULES LOADIDEAD LOAD)APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOORTRUSS MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. -NUMBERS IN IXXXAXXX#I INDICATES ADUL. SERVICE POINT LOAD IN POUNDS (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANUF. TO DESIGN FOR ADUL. LOADS INDICATED. 5. IXXXK( DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. I B4 - 19 18n --------- 16n 14n f- f- MAT=CHLINE 12n '- KEY PLAN O 111 �� r-- -• 6 J1 Z33 CB 6 1 6 A 2555 WALNUT STREET DENVER, COLOa woos vruw.kePlun<om HD7 --- 35 65 - -==J I CB 65 -----•=-- ENGINEERING s.sucrvxal Sxcm55Rs 0535 17th street. D ,, Colontla 80211 303 783 47997 e,a 303830 9133 I FM - 19 18n --------- 16n 14n f- f- MAT=CHLINE 12n '- KEY PLAN O z T& z ED D x a E rc rc 111 �� ■ KEPHART community • planning • amiNitecture 2555 WALNUT STREET DENVER, COLOa woos vruw.kePlun<om ANCHOR ENGINEERING s.sucrvxal Sxcm55Rs 0535 17th street. D ,, Colontla 80211 303 783 47997 e,a 303830 9133 I FM Z [O] W Q\/ LLL , �`�Ir�ijlll SPL, W 0 W w :� 38160 s: �'•, 0 3/2 512 021 �h F�`�'/t7NAL E�'\l•' No. Dula II kGREM PERMESUEMmu 1 1YNMV x IER REV 2 chum 4WNERR Project Engineer SUB RMS 0]/25/2019 r 190595 EG/LD Fngineer y RMS IRST FLOOR NG PLAN - AREA B ber-O.0 z T& z ED D x a E rc rc �K* STRUCTURAL KEYNOTE SCHEDULE 11 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC211<(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC21&2(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK ML. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IA's wt SIMPSON CS16x36' STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW W/ 10d NAILS @ 6' c.c. FULL HEIGHT. 8. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 551.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF,00PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 7/SMS FOR ADD'L. INFO. 15. PROVIDE CONT. DBL. 26 TOP @@BALCONY HALE WALL (NO SPLICE PERMITTED). FASTEN PLIES W/ 16d NAILS @ 12" o.c.. FASTEN EA. ENDw/ (2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOUOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.WIIO HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I" P1.AN4.EFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM wl 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK -OUT wl (3) SIMPSON A34 CLIPS. X. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys' FILLET WELDS ON EA SIDE OF HANGER - (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1' LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCC.1-].15DS2.5 COLUMN CAP w/ STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' o.c. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/20, ORye MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DFAD LOAD OF THE DOOR. A MINX" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W800 ELEVATOR HOIST BEAM, RE: &S&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.0 w/(3) SIMPSON SDWSMWDB SCREWS@ 1z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET wI SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. M. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REOD FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE CONT. DBL ,Y'x5X'EVIL TOP R@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 160 NAILS @12'0 c. FASTEN EA. END w/(2)SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. M. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER W1(2)ROM X'ax6"TITEN HD ANCHORS @24'o.c, INSTALL ROWS 2X' FROM TOP &SOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD at (2) SIMPSON SDW822400DB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2 -MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREWS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w/(4)1W NAILS @24'ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0- MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CG066S052.5 COLUMN CAP. PROVIDE (1) 2R ON EA. SIDE OF PSL POST & FASTEN WI SDWS2240OD6 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.5 COLUMN CAP wI STRAPS ROTATED 90'. 46. PROVIDE SIMPSON ECCOB65DS2.S COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W EVIL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)16A NAILS. 48. PROVIDE 2x12 LEDGER W1 (2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN wl YIC FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIY.' FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL ,B'LVL LEDGER w/(2)ROWSXYxB' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3I3] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. M. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. M. PROVIDE EMBED 0EYx8x0'S' WI(4)XYx5' HA.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 36(4 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MITER CHANNELS & WELD at Y16' FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYxxBW-8-W)(4)Jf'ex8'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY WIX' FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE WI XC FILLET WELD OR PROVIDE CAP SIM. TO 13)S0,0A. W. PROVIDEDBL.18'LVL LEDGER w/(2)ROWSXYxB' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 3S7-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @ HATCHED REGION. 62. PROVIDE DBL. IrLM_ LEDGER wt(3)ROWSX'#x8' SIMPSON TITEN HD SCREW ANCHORS @ 1T' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4' BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC. WALL. M. PROVIDE P.T. 2x12 LEDGER WI(2)ROWS X'Ex6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCO412SDS CONCEALEDFLANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE TYP. CONDITION W/ THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL I I I I I I I I I I I I E I I I I FIRST FLOOR/ELEVATOR 1 2 FRAMING PLAN NOTES: 118'=1'-0' 0 1. RE: SMA, S&0.2, & SO -0.3 FOR TYPICAL FLOOR FRAMING NOTES. PROJECT 2. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FT#,B#& C# CALLOUTS. FOR BEAMS & COLUMNS THAT ARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE:S00.2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES,& SHEATHING REQUIREMENTS, TYP. 4. MUM MANUFACTURER -NUMBERS IN IXXXNXX) INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR MUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. NUMBERS IN [XXXIINDICATESADUL. SERVICE POINT LOAD IN POUNDS (LIVE EAD LOAD) APPLIED FLOOR TRUS OORUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANUFTO DE SIGN FOR ADUL. LOADS INDICATED. 5. CONNECTIONS. SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. In> STRUCTURAL KEYNOTE SCHEDULE III II 67. PROVIDE SIMPSON CS16041" STRAP @ EA. ELEV. WALL TOP R& ALIGN CORRIDOR JOIST II PROVIDE 'Cl D'STUB POST BTWN. FLUSH STEEL BEAM& DROPPED STEEL BEAM. WELD EA. SIDE OF STUB POST TO BEAM FLANGES WI T' FILLET WELD TOP & BOT. FRAME INT. ELEV. CORE WALLS wt 11¢'x314' LSL STUDS @ 16' o c. (ROOF TO 401 FLOOR). PROVIDE (4) SIMPSON D71Z EVENLY SPACED @STAIR AWNING. FASTEN FROM RAFTERS TO WALL STUDS w/%'0x4' LAG SCREWS. FASTENTORAFTERSw/SD#9x1X' SCREWS. SHEATHE INTERIOR FACE OF 2x4 ELEV. CORE WALL W/ X6' WOOD STRUCTURAL PANEL: RE: SO -0.5 FOR BEAM, COLUMN, JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES --J J1 FIRST FLOOR 1 FRAMING PLAN - AREA C NOTES: IW=1'-P 1. RE: S&0.,, SO -02, & S00.3 FOR TYPICAL FLOOR FRAMING NOTES. 2. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FT#, Eat & C#CALLOUTS. FORBEAMS & COLUMNS THAT PRE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE:SO-02 FOR SHEAR WALL REQUIREMENTS, SND WALL SCHEDULES,& SHEATHING REQUIREMENTS, TYP. 4. TRUSS MANUFACTURER: -NUMBERS IN[ IXXX] INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT(LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. -NUMBERS IN IXVAIXXX#I INDICATES ADD'L SERVICE POINT LOAD IN POUNDS (LIVE LOAD/DEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANOR TO DESIGN FOR ADUL. LOADS INDICATED. 5. VX.XKI DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. IIL.• HDN V I 00 PROJECT TRUE ------ MA-=CIUIN 12Il O m . --------- *10 DB I 3K -------- In KEY PLAN 0 IT z.�I. 111 �� ■ KEPHART community • planning • amhite Lure 2555 WALNUT STREET DENVER, COLOa woos :1 1 On U 41 On al EERs 2533 17th 5tre enrec C,I,r,d, 80211 03 783 4797 F,,303 83 _ I FIRST FLOOR 1 FRAMING PLAN - AREA C NOTES: IW=1'-P 1. RE: S&0.,, SO -02, & S00.3 FOR TYPICAL FLOOR FRAMING NOTES. 2. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FT#, Eat & C#CALLOUTS. FORBEAMS & COLUMNS THAT PRE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE:SO-02 FOR SHEAR WALL REQUIREMENTS, SND WALL SCHEDULES,& SHEATHING REQUIREMENTS, TYP. 4. TRUSS MANUFACTURER: -NUMBERS IN[ IXXX] INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT(LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. -NUMBERS IN IXVAIXXX#I INDICATES ADD'L SERVICE POINT LOAD IN POUNDS (LIVE LOAD/DEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANOR TO DESIGN FOR ADUL. LOADS INDICATED. 5. VX.XKI DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. IIL.• HDN V I 00 PROJECT TRUE ------ MA-=CIUIN 12Il O m . --------- *10 DB I 3K -------- In KEY PLAN 0 IT 111 �� ■ KEPHART community • planning • amhite Lure 2555 WALNUT STREET DENVER, COLOa woos F �i On ENGINEERING s.suc.uaaL Ex al EERs 2533 17th 5tre enrec C,I,r,d, 80211 03 783 4797 F,,303 83 _ I FM Z 0 W m-11 H1rT,��11' 111111--WTTT444 U co N X 0�� pie `-` eG�HNINE W w :� 38160 s: �'•, 03/2512o2t �h F�`�'/t7NAL E�'\l•' No. Date haus keene PERMESUwemu 1YNMV AL 1NWNER REV UIQ`. Project Engineer SUB FIRST FLOOR 1 FRAMING PLAN - AREA C NOTES: IW=1'-P 1. RE: S&0.,, SO -02, & S00.3 FOR TYPICAL FLOOR FRAMING NOTES. 2. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FT#, Eat & C#CALLOUTS. FORBEAMS & COLUMNS THAT PRE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE:SO-02 FOR SHEAR WALL REQUIREMENTS, SND WALL SCHEDULES,& SHEATHING REQUIREMENTS, TYP. 4. TRUSS MANUFACTURER: -NUMBERS IN[ IXXX] INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT(LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. -NUMBERS IN IXVAIXXX#I INDICATES ADD'L SERVICE POINT LOAD IN POUNDS (LIVE LOAD/DEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANOR TO DESIGN FOR ADUL. LOADS INDICATED. 5. VX.XKI DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. IIL.• HDN V I 00 PROJECT TRUE ------ MA-=CIUIN 12Il O m . --------- *10 DB I 3K -------- In KEY PLAN 0 IT z z z ED 0 z 0 LL a rc 111 �� ■ KEPHART community • planning • amhite Lure 2555 WALNUT STREET DENVER, COLOa woos JANCHOR ENGINEERING s.suc.uaaL Ex al EERs 2533 17th 5tre enrec C,I,r,d, 80211 03 783 4797 F,,303 83 _ I FM Z [O] W H1rT,��11' 111111--WTTT444 U co N X 0�� W w :� 38160 s: �'•, 03/2512o2t �h F�`�'/t7NAL E�'\l•' No. Date haus keene PERMESUwemu 1YNMV AL 1NWNER REV 2 OIMbID MNEaa Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title FIRST FLOOR FRAMING PLAN - AREA C Sheet Number S2-0.1 z z z ED 0 z 0 LL a rc STRUCTURAL KEYNOTE SCHEDULE 11 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC210<(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC21&2(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IA's wt SIMPSON CS16x36' STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW wl 10tl NAILS@ 6'o.c. FULL HEIGHT. 9. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 551.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 7/SMS FOR ADD'L. INFO. 15. PROVIDE CONT.DBL. 26 TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES Wl16tl NAILS @ 12" o.c.. FASTEN EA. ENI (2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOUDOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.WIIO HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I" PLANIEFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM w/ 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK -OUT wl (3) SIMPSON A34 CLIPS. N. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys' FILLET WELDS ON EA SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN wl (2)1' LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUDOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUDOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCQLI-].15DS2.5 COLUMN CAP wI STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' O.C. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/20, ORye MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W800 ELEVATOR HOIST BEAM, RE: &5&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.0 W1(3) SIMPSON SDWSMWDB SCREWS@ 1Z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET wI SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. M. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REQ'D FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE CONT. DBL 1Y'x5$'ITOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 160 NAILS @12'0 c. FASTEN EA. END w/(2)SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. M. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER WI(2)ROM X'0x6'TITEN HD ANCHORS @24'o.c, INSTALL ROWS ZJ'FROM TOP &SOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD w/(2) SIMPSON SDW822400DB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2 -MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREWS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w/(4)1W NAILS @24'ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0- MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CCO66S052.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN wl SDWS22400D6 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.5 COLUMN CAP wI STRAPS ROTATED 90'. 46. PROVIDE SIMPSON ECCOB65DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)16A NAILS. 48. PROVIDE 2x12 LEDGER WI(2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, W. WELD KNIFE RTO STEEL HSS COLUMN wI YIC FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIV FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3/S] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. 56. PROVIDE EMBED 0EKx8XM' W) (4) j¢OI A A.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 3614 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MITER CHANNELS & WELD w1 X15' FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYXBW-8-WI(4)Jf'0x8'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE Wl 3;6' FILLET WELD OR PROVIDE CAP SIM. TO 13150-0.4. W. PROVIDEDBL.18'LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 35]-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @ HATCHED REGION. 62. PROVIDE DBL. 18' LVL LEDGER wt(3)ROWSJ¢'0x8' SIMPSON TITEN HD SCREW ANCHORS @ 1Z' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4' BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC WALL. M. PROVIDE P.T. 2x12 LEDGER WI(2)ROWS $'0x6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUC0412SDS CONCEALEDFIANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE TYP. CONDITION wI THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL CBx11 (RE:13.57- INSTALLCHANNEL ARROW SIDE OF BEAM V KNIFE E MAT=HLIN- lis 67. PROVIDESIMPSONCS16xy-O-STRAP (A) (ts) Dw Fw I I KNIFE E 1Ss _-_- KEPHART KNIFE E°, 13s ---- 2555 WALNUT STREET LENVER, COLOaao0 woos w�_kePn.D<� CBx11 (RE:1357- INSTALLCIIANNEL ARROW SIDE OF BEAM V CBx11 (RE:13.57- INSTALLCHANNEL ARROW SIDE OF BEAM V KNIFE E MAT=HLIN- lis 67. PROVIDESIMPSONCS16xy-O-STRAP (A) (ts) Dw Fw I I PROVIDE C10' STUB POST BTWN. FLUSH STEEL BEAM & DROPPED STEEL BEAM. WELD EA. SIDE OF STUB POST TO BEAM FLANGES w12' FILLET WELD TOP & BOT. FRAME INT ELEV. CORE WALLS wl 1$"x3)$" LSL STUDS @ 16' 0.0, (ROOF TO 4th FLOOR). PROVIDE(4)SIMPSON DTTIZ EVENLY SPACED@STAIR AWNING. FASTENFROM RAFTERS TO WALL STUDS WIV0x4' LAG SCREWS. FASTEN TO RAFTERS w/SD #9x1$ SCREWS. SHEATHE INTERIOR FACE OF 2x4 ELEV. CORE WALL wl tie FRAMING RE: 500.1, S&ffi, & SO -0.3 FOR TYPICAL FLOOR FRAMING NOTES. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FTN,N&Ck CALLOUTS. FOR BEAMS & COLUMNS THAT PRE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. RE: 500.2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES, & SHEATHING REQUIREMENTS, TYP. TRUSS MANUFACTURER: NUMBERS IN[ Izxxl INDICATESADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT(LIVE LOADIDEAD LOAD) APPLIED TO FLOOR MUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. NUMBERS IN [)OO WXXXffl INDICATES ADD -L. SERVICE POINT LOAD IN POUNDS (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANOR. TO DESIGN FOR ADUL. LOADS INDICATED. IXX.XKI DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. KEY PLAN O e KEPHART community • planning • architecture 2555 WALNUT STREET LENVER, COLOaao0 woos w�_kePn.D<� Ole ENGINEERING s.suc.uaaL Ex al EERs 0535 17th street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , QFV+NiJ am W/ WW/ W 0�� W M IIIIIIIIII� • m E�'\l•' No. Data III (Boone PERMESUwemu IYNMV x OVLNNER REV 2 OhUo REI PROVIDE C10' STUB POST BTWN. FLUSH STEEL BEAM & DROPPED STEEL BEAM. WELD EA. SIDE OF STUB POST TO BEAM FLANGES w12' FILLET WELD TOP & BOT. FRAME INT ELEV. CORE WALLS wl 1$"x3)$" LSL STUDS @ 16' 0.0, (ROOF TO 4th FLOOR). PROVIDE(4)SIMPSON DTTIZ EVENLY SPACED@STAIR AWNING. FASTENFROM RAFTERS TO WALL STUDS WIV0x4' LAG SCREWS. FASTEN TO RAFTERS w/SD #9x1$ SCREWS. SHEATHE INTERIOR FACE OF 2x4 ELEV. CORE WALL wl tie FRAMING RE: 500.1, S&ffi, & SO -0.3 FOR TYPICAL FLOOR FRAMING NOTES. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FTN,N&Ck CALLOUTS. FOR BEAMS & COLUMNS THAT PRE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. RE: 500.2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES, & SHEATHING REQUIREMENTS, TYP. TRUSS MANUFACTURER: NUMBERS IN[ Izxxl INDICATESADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT(LIVE LOADIDEAD LOAD) APPLIED TO FLOOR MUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. NUMBERS IN [)OO WXXXffl INDICATES ADD -L. SERVICE POINT LOAD IN POUNDS (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANOR. TO DESIGN FOR ADUL. LOADS INDICATED. IXX.XKI DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. KEY PLAN O e z c6 z V 0 0 x V E W 0 rc i c�D a 0 KEPHART community • planning • architecture 2555 WALNUT STREET LENVER, COLOaao0 woos w�_kePn.D<� JANCHOR ENGINEERING s.suc.uaaL Ex al EERs 0535 17th street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , QFV+NiJ am W/ WW/ W 0�� W w IIIIIIIIII� Cy� V :� 38160 s: �'•, 0 3/2 512 021 �h F�`�'/t7NAL E�'\l•' No. Data III (Boone PERMESUwemu IYNMV x OVLNNER REV 2 OhUo REI Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title SECOND FLOOR FRAMING PLAN -AREA A Sheat Number S3-0.0 z c6 z V 0 0 x V E W 0 rc i c�D a 0 �K* STRUCTURAL KEYNOTE SCHEDULE 11 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC211<(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC2102(MAx) CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK ML. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROSSIMOUND COLUMN TO BROKEN IA's wt SIMPSON CS16x36' STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 8, PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW WI 10tl NAILS @ 6' c.c. FULL HEIGHT. 9. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 551.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 7/SMS FOR ADD'L. INFO. 15. PROVIDE CONT.DBL. 26 TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES W/ 16tl NAILS @ 12" o.c.. FASTEN EA. ENDw/ (2) SIMPSON A35 CLIPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOUOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.WIIO HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I" PLANIEFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM w/ 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK -OUT W/ (3) SIMPSON A34 CLIPS. X. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys' FILLET WELDS ON EA SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1' LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCC.1-].iSDS2.5 COLUMN CAP w/ STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' o.c. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR N20, OR);e MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DFAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. M. W800 ELEVATOR HOIST BEAM, RE: &5&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.0 W/(3) SIMPSON SDWSMWDB SCREWS@ Iz'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET w/ SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. M. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REQ'D FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE CONT. DBL 1Y'x5$'EVIL TOP R@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 160 NAILS @12'0 c. FASTEN EA. END w/(2)SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. M. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMNTYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. M. HATCH INDICATES LOW VddDING. 39. PROVIDE P.T. 2x12 LEDGER WI(2)ROM X'0x6'IIIEN HD ANCHORS @24'o.c, INSTALL ROWS ZJ'FROM TOP &SOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD w/(2) SIMPSON SDW822400DB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2' MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREWS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w/(4)1W NAILS @24'ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0- MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CGC66S052.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN WI SDWS22400D6 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.5 COLUMN CAP w/ STRAPS ROTATED 90'. 46. PROVIDE SIMPSON ECCO665DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE IW EVIL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)16A NAILS. 48. PROVIDE 2x12 LEDGER WI(2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN WI YIC FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIV FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3/S]-D.I FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. M. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SIAS. 58. PROVIDE EMBED 0EKx8x0'S' WI (4)j¢ Odi' HA.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 3614 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MRER CHANNELS & WELD w1 X16' FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYxBW-8-WI(4)Jf'0x8'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE W/ )k' FILLET WELD OR PROVIDE CAP SIM. TO 13150,0A. M. PROVIDEDBL.18'LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 357-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET 500.5 FOR SPECIAL LOADING RECTA. @HATCHED REGION. 62. PROVIDE DBL. 18'LM_ LEDGER of(3)ROWSJ¢'0x8' SIMPSON TITEN HD SCREW ANCHORS @ 1Z' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4' BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC WALL. M. PROVIDE P.T. 2x12 LEDGER WI(2)ROWS $'0x6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCQ412SDS CONCEALEDFLANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAF1lUNER @ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE TVP. CONDITION w1 THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL Nw Pw 0 I I I P.T. B6 IAff ti�vw-Ali IJIACI -_-_-_-_-_-_-_-__-_ S _-_ 14 7-0.S _ 66 Q1 6 3a C5 I I 14 I I r ]D I I I H08 -------------------------- - - - - I- i I Hos I I I x STRUCTURAL KEYNOTE SCHEDULE I: :I 67. PROVIDESIMPSON CS18x8'4-STRAP@ a. ELEV.WALLTOP R&ALIGN CORRIDORJOIST " iu ACCEPT STRAP. STRAPPINGTOOCCUR EA.LEVEL. 68. BA LO F IN RIO EL VA OR OR W LS 0 L. OP 69. PROVIDE 'C10'STUB POST BTWN. FLUSH STEEL BEAM& DROPPED STEEL BEAM. WELD EA. SIDE OF STUB POST TO BEAM FI NNGES WI T FILLET WELD TOP & BOT. 70. FRAME INT.ELEV. CORE WALLS W/INXSWUSL STUDS@ 16' oa(ROOF TO 4M FLOOR). 71. PROVIDE (4) SIMPSON DTT1Z EVENLY SPACED @STAIR AWNING. FASTEN FROM RAFTERS TO WALL STUDS WP'/s'0n4'LAG SCREWS. FASTENTORAFTERSWISDIII SCREWS. i 72. SHEATHE INTERIOR FACE DEW ELEV. CORE WALL WI'4e' WOOD STRUCTURAL PANELS FASTENED PER SHEAR WALL SCHEDULE. I I I - I I I I I I I I I I HD6 Fj I I I I I I K �L Me Oe Qe �R �l SECOND FLOOR 1 FRAMING PLAN - AREA B NOTES: 1/8'=VW O 1. RE: $00.1, 500.2, & SO -0.3 FOR TYPICAL FLOOR FRAMING NOTES. PROJECT TRUE RE: SO'O•S FOR BEAM, 2 8C UMNSLES FOR TRUSSES, BEAMS, & COLUMNS AS THATA NOT CALLED OUT PLEASE SEEOTES NTSCHEDULES.pB CitCPLLOOTS. FOR BEAMS COLUMN,JOIST/FLOOR 3. RE' SM.2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES, & SHEATHING REQUIREMENTS, TYP. o- 4. TRUSS MANUFACTURER & : TRUSS, ROOF TRUSS -NUMBERS IN IXXX/XXX) INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR MUM SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS SCHEDULES MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. -NUMBERS IN IXXXIpXXXXj INDICATES ADD'L. SERVICE POINT LOAD IN POUNDS (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANOR TO DESIGN FOR ADD'L. LOADS INDICATED. 5. IXXXIQ DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. ----- 18n --------- 9 ----- 14n MATCH ------ 12n 111 �� ■ KEPHART community • planning • amhite Lure 2555 WALNUT STREET DENVER, COLOa woos vruw.kePlun<om JANCHOR ENGINEERING s.suc.uaaL Sx am55Rs 0535 17th street. D ,, Colontla 80211 303 783 479.7 ��n e3a.0 3830- 133 I FM [O] Z W Q\/ LLL , QFV+NiJ aur Q W w w 0�� W w N� :� 38160 s: �'•, 0 3/2 512 021 �h F�`�'/t7NAL E�'\l•' No. Data III keene PERMESUwemu 1HI KEY PLAN 0 z c6 z V 0 V 0 LL rc i c�D 0 1YNMV AL 1NWNER REV 2 aurum 4WNERR Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title SECOND FLOOR FRAMING PLAN - AREA 8 Sheet Number S3-0.1 z c6 z V 0 V 0 LL rc i c�D 0 STRUCTURAL KEYNOTE SCHEDULE 11 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC211<(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC21&2(MN) CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN LP's wl SIMPSON CS1 6x36- STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW W/ 10d NAILS @ T c.c. FULL HEIGHT. 9. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 557.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 7/SMS FOR ADD'L. INFO. 15. PROVIDE CONT. DBL. 26 TOP @@BALCONY HALE WALL (NO SPLICE PERMITTED). FASTEN PLIES W/ 16d NAILS @ 12" o.c.. FASTEN EA. ENDw/ (2) SIMPSON A35 CLIPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOLDOWN TO T.O. STEEL BEAM wI Y1s'"FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.WIIO HANGER@THIS LOCATION. 18. BEAM SHALL BE LOCATED I"PLAN{EFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TORFIANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM wl 1'4" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK -OUT wl (3) SIMPSON A34 CLIPS. X. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys" FILLET WELDS ON EA SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1-LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCOLI-].15DS2.5 COLUMN CAP wI STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN wl SDWS224NDB SCREWS @ 8' O.C. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/20, ORye MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W8x10 ELEVATOR HOIST BEAM, RE: M&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.0 w/(3) SIMPSON SDWSMWDB SCREWS@ 12' o.c. 28. STRAP AROUND CORNER OF T.O. PARAPET wI SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. M. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REOD FOR VENTS. 32. PROVIDE SINGLE 202 wl (1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE CONT. DBL 1Y'x5$"LVL TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wl 1W NAILS @12.0 c. FASTEN EA. END wl (2) SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. 3a. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. 38. HATCH INDICATES LOW LANDING. N. PROVIDE P.T. 2x12 LEDGER W1(2)ROM X'ex6"IIIEN HD ANCHORS @24'o.c, INSTALL ROWS ZJ-FROM TOP &SOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD at (2) SIMPSON SDW822400DB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2 -MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREWS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w/(4)1W NAILS @24•ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0- MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CG066S052.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN WI SDWS22400D6 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.S COLUMN CAP wI STRAPS ROTATED 90". 46. PROVIDE SIMPSON ECCOB65DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM wl (12)16A NAILS. 48. PROVIDE 2x12 LEDGER W1 (2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN wIYls" FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIV FILLET WELD ALL MOUND. PLR (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3l3] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MINI TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. 513. PROVIDE EMBED 0EKx8x0'S'WI(4)j¢Odi-HA.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 3614 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MITER CHANNELS & WELD wl X16" FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYxBW-8-WI(4)J b6h HAS. SPACED@ 4'o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE W/ )k- FILLET WELD OR PROVIDE CAP SIM. TO 13)50-0.4. M. PROVIDEDBL.18'LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 357-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @ HATCHED REGION. 62. PROVIDE DBL. 18'LM- LEDGER wl(3)ROWSJ¢'ex8' SIMPSON TITEN HD SCREW ANCHORS @ 1T' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4-BTWN. ROWS, PROVIDE MOISTURE BARRIER STAN. LVL LEDGER & CONC. WALL. M. PROVIDE P.T. 2x12 LEDGER WI(2)ROWS $'Ex6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS T FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCO412SDS CONCEALED)-ANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE TYP. CONDITION wI THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL I, z c6 z V 0 0 x V E W 0 rc i c�D a 0 111 �� ■ KEPHART community • planning Is architecture 2555 WALNUT STREET DENVER, CoLmuJ O woos w�_kePn.D<� JANCHOR ENGINEERING s.suc.usaL Ex al EEss 0535 17th street. D q Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , QFV+NiJ am WW/ /1rTl�� W�rT,4 O W w � Cy� V :� 38160 s: �•, 0 3/2 512 021 �h F�`�'/t7NAL E�'\l•' No. Dela Issue ovmmo PERMESUwemu IYNMV AL VOMER REV 2 OhUo REI Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG)LD Checked By RMS Title ND FLOOR PLAN - AREA C N -0.2 z c6 z V 0 0 x V E W 0 rc i c�D a 0 �U STRUCTURAL KEYNOTE SCHEDULE 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON DOES COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC2104(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC2104(MAM CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IP's wt SIMPSON CS16x36' STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW WI 100 NAILS @ 6' 0.c. FULL HEIGHT. 9. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 551.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE]1S1-0-0 FOR ADD'L INFO. 15. PROVIDE CONT.DBL. 26 TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTENPUESw(168NAILS@12"o.c.. FASTEN EA. ENDw/(2) SIMPSON A35 CLIPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOLDOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUS5.50MO HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I" PLANLEFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM w/ 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK-0UT w1(3) SIMPSON A34 CLIPS. 20. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys' FILLET WELDS ON EA SIDE OF HANGER - (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1' LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCC.1-].15DS2.5 COLUMN CAP wI STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' O.C. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/2S ORye MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS MOVE. 25. W800 ELEVATOR HOIST BEAM, RE: &5&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.Ow/(3) SIMPSON SDWS22600DB SCREWS@ 1Z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET w/ SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. 30. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REQ'D FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. 33. PROVIDE CONT. DBL 1Y'x5$'ITOP R@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 1W NAILS @12'0 c. FASTEN EA. END w/(2)SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. 38. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER w1(2)ROM X'0x6"TNEN HD ANCHORS @24'o.c, INSTALL ROWS ZJ' FROM TOP& BOT. OF LEDGER. 40. PROVIDE 202 LEDGER FASTENED TO EA. STUD w/(2) SIMPSON SDWSN4ODDB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2' MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREWS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w((4)106 NAILS @24'ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0' MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CCO66S052.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN WI SDWS2240006 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.5 COLUMN CAP w/ STRAPS ROTATED 90'. 46. PROVIDE SIMPSON ECCOB65DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)164 NAILS. ,1T PROVIDE 2x12 LEDGER W1 (2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN wI YIC FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIV FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w((2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3B] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADDL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADDL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) 840 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES, DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. 56. PROVIDE EMBED EKx8x0'S' WI(4)yeOI A A.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 36(4 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MITER CHANNELS & WELD at X6' FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYXBW-8-W)(4)VM'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE W/ Y16' FILLET WELD OR PROVIDE CAP SIM. TO 13150-0.4. 60. PROVIDEDBL. 18' LVL LEDGER w((2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 357-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @HATCHED REGION. 62. PROVIDE DBL. 18'LM_ LEDGER at (3) ROWSVOa' SIMPSON TITEN HD SCREW ANCHORS 1Z' o.c. INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4' BTWN. ROWS PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER 8 CONIC. WALL. M. PROVIDE P.T. 2x12 LEDGER WI(2)ROWS $'0x6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCO412SDS CONCEALED -FLANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIREWALL RE: ARCH. OIS74.2 SHOWS THE IVP. CONDITION W/ THE FLOOR SHEATHING RUNNING THROUGH THE SHAFILINER. E6. PROVIDE SIMPSONC516xb'- P8STRAP AROUND OUTSIDE CORNER OF DBL. TOP E. STRAPPINGNGTO OCCUR @E0. Ek LEVEL MATCHLINE 6 S EQI IN II I,IKY"1I- HITT I I I I O 5 4s ------- v +�11 C 3s 2 Asa STRUCTURAL KEYNOTE SCHEDULE 67. PROVIDE SIMPSON C516x6'-O'STRAP 0EA. ELEV. WALL TOP E SAUDI CORRIDOR JOIST PROVIDE'C10'STUB POST BTWN. FLUSH STEEL BEAM& DROPPED STEEL BEAM. WELD EA SIDE OF STUB POST TO BEAM FLANGES WI2" FILLET WELD TOP & BOT. FRAME INT. ELEV. CORE WALLS w11y'XV' LSL STUDS @ 16' o.c. (ROOF TO 41h FLOOR). PROVIDE (4) SIMPSON D71Z EVENLY SPACED@STAIR AWNING. FASTENFROM RAFTERS TO WALL STUDS wt X'0x4' LAG SCREWS. FASTEN TO RAFTERS wt SO#9xlX' SCREWS. SHEATHE INTERIOR FACE OF 2x4 EIEV. CORE WALL w/ %a' WOOD STRUCTURAL PANELS all _I IHDB '0. PO. 1 1 KaR ME [I Leal r 011 =965 III I I I � 6 SOME 1 SECOND FLOOR 1 FRAMING PLAN - AREA D NOTES: 118'=1'-0' O 1. RE SO 01,SO 02,&SOFT 3 FOR TYPICAL FLOOR FRAMING NOTES. PROJECT 2. RE'. SCHEDULES FOR TRUSSES ,BEAMS ,& COLUMNS AS INDICATED BY FT#,6#& ON CALLOUTS. FOR BEAMS & COLUMNS THAT ARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE! SO -0.2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES, & SHEATHING REQUIREMENTS, TYP. 4. TRUSS MANUFACTURER: -NUMBERS IN WWI INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS MANUFACTURER TO DESIGN FOR ADDITION& LOADS INDICATED. -NUMBERS IN [XXXWXXX#] INDICATES ADD'L. SERVICE POINT LOAD IN POUNDS (LIVE LOADODEAD LOAD) APPLIED TO FLOOR MUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANUF. TO DESIGN FOR ADDI_ LOADS INDICATED. 5. IXX.XK] DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. B4 B18 4T - 2K I = I W16x97 _-�� �c O TRUE RE: SO -0.5 FOR BEAM, COLUMN JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES J I I I I I I I I I I I I I I I I I I I 010x15.3 FRAME, RE:S1-0.1 AREA'A' AREA B' AREA V AREA'C' KEY PLAN O II 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLOa woos JANCHOR ENGINEERING s.suc.usAL Sx am55ss 2533 17th t, D,nrec Co180211 303 783O9 -4797 F,, 3038330 9133 I �II FM Z [O] W rT, am W/ WW/ U V♦ N X 0 W w � Cy� V .......... -L 38160 s: '•, 03/2512o2th F�`�'/t7NAL E�'\l•' No. Date Issue WAR9p PERMIT UPMNTu 1 12NMV A 1NWNERREV 2 chum OWNERR Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title SECOND FLOOR FRAMING PLAN - AREA D Sheet Number S311II 1 KaR ME [I Leal r 011 =965 III I I I � 6 SOME 1 SECOND FLOOR 1 FRAMING PLAN - AREA D NOTES: 118'=1'-0' O 1. RE SO 01,SO 02,&SOFT 3 FOR TYPICAL FLOOR FRAMING NOTES. PROJECT 2. RE'. SCHEDULES FOR TRUSSES ,BEAMS ,& COLUMNS AS INDICATED BY FT#,6#& ON CALLOUTS. FOR BEAMS & COLUMNS THAT ARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE! SO -0.2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES, & SHEATHING REQUIREMENTS, TYP. 4. TRUSS MANUFACTURER: -NUMBERS IN WWI INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS MANUFACTURER TO DESIGN FOR ADDITION& LOADS INDICATED. -NUMBERS IN [XXXWXXX#] INDICATES ADD'L. SERVICE POINT LOAD IN POUNDS (LIVE LOADODEAD LOAD) APPLIED TO FLOOR MUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANUF. TO DESIGN FOR ADDI_ LOADS INDICATED. 5. IXX.XK] DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. B4 B18 4T - 2K I = I W16x97 _-�� �c O TRUE RE: SO -0.5 FOR BEAM, COLUMN JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES J I I I I I I I I I I I I I I I I I I I 010x15.3 FRAME, RE:S1-0.1 AREA'A' AREA B' AREA V AREA'C' KEY PLAN O II 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLOa woos JANCHOR ENGINEERING s.suc.usAL Sx am55ss 2533 17th t, D,nrec Co180211 303 783O9 -4797 F,, 3038330 9133 I FM Z [O] W rT, am W/ WW/ U V♦ N X 0 W w � Cy� V .......... -L 38160 s: '•, 03/2512o2th F�`�'/t7NAL E�'\l•' No. Date Issue WAR9p PERMIT UPMNTu 1 12NMV A 1NWNERREV 2 chum OWNERR Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title SECOND FLOOR FRAMING PLAN - AREA D Sheet Number S311II STRUCTURAL KEYNOTE SCHEDULE 11 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC211<(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC21&2(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IA's wt SIMPSON CS16x36' STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW WI 10tl NAILS @ 6' c.c. FULL HEIGHT. 8. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 551.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS @ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 7/SMS FOR ADD'L. INFO. 15. PROVIDE CONT. DBL. 26 TOP @@BALCONY HALE WALL (NO SPLICE PERMITTED). FASTENPUMW/16tl NAILS@12'o.c.. FASTEN EA. ENDw/(2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOUDOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.5W10 HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I" PLANIEFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM wl 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK -OUT wl (3) SIMPSON A34 CLIPS. X. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys' FILLET WELDS ON EA SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1' LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUDOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUDOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCQLI-].15DS2.5 COLUMN CAP wI STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN wt SDWS224NDB SCREWS @ 8' o.c. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/20, ORY6 MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" REPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W800 ELEVATOR HOIST BEAM, RE: &5&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.0 w/(3) SIMPSON SDWSMWDB SCREWS@ 1Z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET wI SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. M. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REOD FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE CONT. DBL 1Y'x5$'ITOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 160 NAILS @12'0 c. FASTEN EA. END wt (2) SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. M. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. M. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER W1(2)ROM X'ax6"TITEN HD ANCHORS @24'o.c, INSTALL ROWS ZJ'FROM TOP &SOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD w1(2) SIMPSON SDW822400DB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2 -MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREWS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w/(4)1W NAILS @24'ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM wl FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0- MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CCO66S052.5 COLUMN CAP. PROVIDE (1) 2x8 ON EA. SIDE OF PSL POST & FASTEN WI SDWS2240OD6 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.S COLUMN CAP wI STRAPS ROTATED 90'. 46. PROVIDE SIMPSON ECCOB65DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM wl (12)16A NAILS. 48. PROVIDE 2x12 LEDGER w1(2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN wI YIC FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIV FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER W/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 313]-D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. M. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. M. PROVIDE EMBED 0EYx8x0'S' W) (4) j¢Odi' HA.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 36(4 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MITER CHANNELS & WELD w1 Y16' FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYXBW-8-W)(4)Jf'ex8'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE W/ Y16' FILLET WELD OR PROVIDE CAP SIM. TO 13150-0.4. W. PROVIDEDBL.18'LVL LEDGER W/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 357-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET 500.5 FOR SPECIAL LOADING RECTA. @ HATCHED REGION. 62. PROVIDE DBL. 18'LM_ LEDGER W1(3)ROWSJ¢'ex8' SIMPSON TITEN HD SCREW ANCHORS @ 1Z' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4' BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC. WALL. M. PROVIDE P.T. 2x12 LEDGER W)(2)ROWS $'Ex6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCO412SDS CONCEALEDFLANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE TYP. CONDITION wI THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL 19 - 17s 15s 13s MAT=LIN- lls -.- I C©�91 Y RA11411I 111111I X11 q N Will 2 [171 Y :hY9 71111111111111 1 3A PROVIDE 'C10'STUB POST BTWN. FLUSH STEEL BEAM&DROPPED STEEL BEAM. WELD EA. SIDE OF STUB POST TO BEAM FLANGES WI T' FILLET WELD TOP & BOT. FRAME INT. ELEV. CORE WALLS W1 Wx3y' LSL STUDS @ 16' or. (ROOF TO 41h FLOOR). PROVIDE (4) SIMPSON D71Z EVENLY SPACED @STAIR AWNING. FASTEN FROM RAFTERS TO WALL STUDS W/VOW LAG SCREWS. FASTEN TO RAFTERS wI SD#9x%' SCREWS. 1 FRAMING PLAN - AREA A NOTES: 118' =1'-P 1. RE: SMA, SO4.2,&S&0.3 FOR TYPICAL FLOOR FRAMING NOTES. 2. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNSAS INDICATED BY FT#,B#&UCALLOUTS. FORBEAMS & COLUMNS THAT ARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3, RE: SMA2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES,& SHEATHING REQUIREMENTS, TYP. 4. TRUSS MANUFACTURER: NUMBERS IN U(XXIXXXI INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR MUM MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. NUMBERS IN IXXXWXXX#I INDICATES ADD'L. SERVICE POINT LOAD IN POUNDS (WE LOAD/DEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANUF. TO DESIGN FOR ADD'L. LOADS INDICATED. 5. IXX.XKI DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. KEY PLAN O I, z c6 z V 0 0 x V E W 0 rc i c�D a 0 111 �� ■ KEPHART community • planning • amiNite Lure 2555 WALNUT STREET DENVER, COLOa woos vruw.kePlun<om JANCHOR ENGINEERING s.suc.uaaL Ex al EERs 0535 17th street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , QFV+NiJ am WW/ W 0�Q� W w � Cy� V ��'sc �Fy38160 LKO s: 3/2 512 021 �h/t7NAL E�'\l•'No. II keene PERMITSUwemu IYNMV x MIER REV 2 OhUo REI Project Engineer SUB RMS 0]/25/2019 r 190595 EG/LD rReviewingngineer y RMS HIRD FLOOR NG PLAN -AREA A ber-0.0 z c6 z V 0 0 x V E W 0 rc i c�D a 0 �K* STRUCTURAL KEYNOTE SCHEDULE 11 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC210<(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC21&2(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IA's wt SIMPSON CS16x36' STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW W/ 10d NAILS@ 6'o.c. FULL HEIGHT. 9. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 551.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 7/SMS FOR ADD'L. INFO. 15. PROVIDE COST DBL. 26 TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTENPUESw/16tl NAILS@12"o.c.. FASTEN EA. ENDw/(2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOUOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.WIIO HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I"PLMN EFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM w/ 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK -OUT wl (3) SIMPSON A34 CLIPS. X. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN wl (2)1"LONGys' FILLET WELDS ON EA SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN wl (2)1' LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCC.1-].15DS2.5 COLUMN CAP w/ STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' o.c. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/20, OR);e MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MINX" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W800 ELEVATOR HOIST BEAM, RE: 65&0.1 FOR CONNECTION TO PRECAST CONC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.0 w/(3) SIMPSON SDWSMWDB SCREWS@ 1Z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET w/ SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. M. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REQ'D FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE COST DBL 1Y'x5X'ITOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 160 NAILS @12'0 c. FASTEN EA. END w/(2)SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. M. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER W1(2)ROM X'0x6'IIIEN HD ANCHORS @24'o.c, INSTALL ROWS 2X' FROM TOP &SOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD w/(2) SIMPSON SDW822400DB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2 -MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREENS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w/(4)1W NAILS @24'ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0- MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CCO66S052.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN wl SDWS22400D6 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.5 COLUMN CAP w/ STRAPS ROTATED 90". 46. PROVIDE SIMPSON ECCOB65DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)16# NAILS. 48. PROVIDE 2x12 LEDGER w1(2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN wI Xs" FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EWIV FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL 18'LVL LEDGER w/(2)ROWSXYxB' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3/S] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PUP (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SIPS. 56. PROVIDE EMBED RKx8x0A' wl(4)XYx5' HA.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 3614 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN, 58. MITER CHANNELS & WELD at X6' FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RXxBW-8-wl(4)X'0x8'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY w/Xe' FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE wl XC FILLET WELD OR PROVIDE CAP SIM. TO 13150,0A. W. PROVIDEDBL.18'LVL LEDGER w/(2)ROWSXYxB' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 357-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @ HATCHED REGION. 62. PROVIDE DBL. Ir LVL LEDGER w/(3)ROWSX'0x8' SIMPSON TITEN HD SCREW ANCHORS @ 1Z' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4' BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC WALL. M. PROVIDE P.T. 2x12 LEDGER W)(2)ROWS X'0x6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUC0412SDS CONCEALED -FLANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE TYP. CONDITION W/ THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL � I I � I I 10 K 3K K B4 K ...] ... 67. ELEV. WALL TOP R & ALIGN CORRIDOR JOIST 69. PROVIDE'C10STUB POST BTWR FLUSH STEEL BEAM& DROPPED STEEL BEAM. WELD EA. SIDE OF STUB POST TO BEAM FLANGES wt 2- FILLET WELD TOP & BOT. 70. FRAME INT. ELEV. CORE WALLS w11Y2"xZJ4 LSL STUDS @ 16' ec. (ROOF TO 4th FLOOR), 71. PROVIDE (4) SIMPSON DTTIZ EVENLY SPACED @STAIR AWNING. FASTEN FROM RAFTERS TO WALL STUDS wI X-0x4'LAG SCREWS. FASTEN TO RAFTERS wI SO*XlX' SCREWS, 72. SHEATHE INTERIOR FACE OF 2x4 ELEV. CORE WALL wl %e' WOOD STRUCTURAL PANEL: I I I I I I I I K Me Oe Qe THIRD FLOOR I FRAMING PLAN - AREA B NOTES: 118'=1'-0' 0 0 1. RE:SMA, SO -0.2,&S043 FOR TYPICAL FLOOR FRAMING NOTES. PROJECT TRUE 2. RE: SCHEDULESFORTRUSSES,BEAMS,&COLUMNSAS INDICATED BY FT#,B#&C#CALLOUTS. FORBEAMS & COLUMNS THAT ARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE:SO-0.2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES,& SHEATHING REQUIREMENTS, TYP. 4, TRUSS MANUFACTURER: NUMBERS IN PDOSX)OQ INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT (LIVE LOADIDEAD LOAD)APPLIEDTO FLOORTRUSSSYSTEM FROM SUPPORTEDWALLABOVE. FLOORTRUSS MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. -NUMBERS IN IXXXb%XX#I INDICATES ADUL. SERVICE POINT LOAD IN POUNDS (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR MUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR MUSS MANOR. TO DESIGN FOR ADD1.. LOADS INDICATED. 5. IXX.XKI DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. I31:1_�=al I:RT RE: SO -0.5 FOR BEAM, COLUMN, JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES CB I9 3K 3K 9 3K u f-l-l-MAI=CHUNE ILn /01 KEY PLAN 0 I, 111 �� ■ KEPHART community • planning • architecture - 9 J1 f CB 12 CB .. J1 43 s.suc.uaaL Sx am55Rs 0535 17th street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I CB FM O Z [O] W I:RT RE: SO -0.5 FOR BEAM, COLUMN, JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES CB I9 3K 3K 9 3K u f-l-l-MAI=CHUNE ILn /01 KEY PLAN 0 I, z c6 z V 0 z 0 W rc i a U 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLOa woos �.Emn.n..Po, JANCHOR ENGINEERING s.suc.uaaL Sx am55Rs 0535 17th street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , QFV+NiJ I1rTl�� W�rT,4 0�Q� w rW � Cy� V :� 38160 s: �'•, 0 3/2 512 021 �h F�`�'/t7NAL E�'\l•' No. DateMPERMFSUMU� ovmmo 1 IYNMV2 chum Project Engineer SUB RMS 0]/25/2019 r 190595EG/LDy PEEngineer RMSHIRD FLOORNG PLAN - AREA Bber-0.1 z c6 z V 0 z 0 W rc i a U 21 �Kxi STRUCTURAL KEYNOTE SCHEDULE 11 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC211<(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC21&2(MAM CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN LP's wl SIMPSON CS1 6x36- STRAP. ]. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW WI 10d NAILS @ T c.c. FULL HEIGHT. 8. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 557-0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS.@ 8'o.0 FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 7/SMS FOR ADD'L. INFO. 15. PROVIDE CONT.DBL. 26 TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTENPUESwl168NAILS@iTo.c.. FASTEN EA. ENDw/(2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOLDOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUS5.5)I10 HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I"PLANA.EFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TORFIANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM wl 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK -OUT all (3) SIMPSON A34 CLIPS. X. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys• FILLET WELDS ON EA SIDE OF HANGER - (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1-LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCC.1-].15DS2.5 COLUMN CAP wI STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' O.C. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If120, OR);e MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MINX" SEPARATION SHALL BE PROVIDED BPWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W8x10 ELEVATOR HOIST BEAM, RE: 615&0.1 FOR CONNECTION TO PRECAST CONC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.0 w/(3) SIMPSON SDWSMWDB SCREWS@ 1z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET wl SIMPSON CS16x3'-0-STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. M. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REQ'D FOR VENTS. 32. PROVIDE SINGLE 202 wl (1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE CONT. DBL 1Y'x5X'ITOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wl1W NAILS @ 12' cc- FASTEN EA. END w/ (2) SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMNTYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. 38. HATCH INDICATES LOW LANDING. N. PROVIDE P.T. 2x12 LEDGER wI(2)ROM X'ox6'TIIEN HD ANCHORS @24'o.c, INSTALL ROWS 2X- FROM TOP &SOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD w/(2) SIMPSON SDWS224O6DB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2 -MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTVJN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREWS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x6 LEDGER w/(4)1W NAILS @24'ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM wl FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0- MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CGC66S032.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN Wl SDWS2240006 SCREWS @ 8" o.c. 45. PROVIDE SIMPSON ECCO].1-].15D52.5 COLUMN CAP w1 STRAPS ROTATED 90". 46. PROVIDE SIMPSON ECCO665DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)16A NAILS. 48. PROVIDE 2x12 LEDGER wl (2) SIMPSON SDWS225WDB SCREWS @1T o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, W. WELD KNIFE RTO STEEL HSS COLUMN wI Xs" FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIV FILLET WELD ALL MOUND. PLR (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w/(2)ROWSXYxB' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3l3] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 20 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SIPS. 56. PROVIDE EMBED 0EKx8x0'S' wl(4)X"ax5' HA.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 36(4 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MITER CHANNELS & WELD w1 X16• FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RXxBW-8-W)(4)V9x6'HAS. SPACED@ 4'o.c., WELD COLUMN TO EMBED IY wlYe• FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE WI Xd FILLET WELD OR PROVIDE CAP SIM. TO 13M,0.4. W. PROVIDEDBL.18'LVU LEDGER w/(2)ROWSXYxB' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 357-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @HATCHED REGION. 62. PROVIDE DBL. 18'LM- LEDGER wI(3)ROWSX'eX8' SIMPSON TITEN HD SCREW ANCHORS @ 1T' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4-BTWN. ROWS, PROVIDE MOISTURE BARRIER STAN. LVL LEDGER & CONC WALL. M. PROVIDE P.T. 2x12 LEDGER W)(2)ROWS X'Ex6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS T FROM TOP & BOT. OF LEDGER. M. PROVIDE SIMPSON HUCON2SDS CONCEALEDI-ANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUINER@ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE TYP. CONDITION w1 THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL 1 12 , ^' I HD6 MAT=CHLINE I2Il Hos SWI 3K II: I I I I I 1 mII ,6 3T -0 14 3K ]-0. HDfi M BS V --------- 10A 2 FT1 I KL C4 H09]0. ,. B10 1 .. HDfi 2T ] 8 Fit 3K I I ml D6 I 2T 41 7. 3 6 I HDB-- --- - _ ---_ 6 FT1 ' 74. 13 3 0. 3 � w � 74. r` w 2K 2K 3K ] \\ S 2 2T J U�l 13 & HC9 & 13 P. J1 \\Bra 3T 13 G C4 FTt 9( w w ---- - - .. P.T. B6 \. 3K B51 I Im .T.A PT. C4 11 3T HD6 1 I 9( 13 3T HD6 ]0 m I 2K II 13 3K 32 d 10 3 BS M M 73-0 B18 -- M N P.T. B6 C2 C2 P.T. B6 M M 10 I 1K ]-0. 3T ------ zT zT 10 zT zT ]-0. M w1 3K 3K 3K k PT. J1J1- --_ 2_-Cq ]HDB 5 -_T_-_ ]-0 5W1 ]-0 -_-_-_ C4 P.T. B22_ - A B3 �L Me Oe Qe �R �S 67. PROVIDE SIMPSON CS16x6'-P STRAP @EA. ELEV. WALL TOP @&ALIGN CORRIDOR JOIST PROVIDE'CITSTUB POST STAN. FLUSH STEEL BEAM& DROPPED STEEL BEAM. WELD EA. SIDE OF STUB POST TO BEAM FLANGES W/T FILLET WELD TOP & BOT. FRAME INT. ELEV. CORE WALLS w/ %-X,'gt' LSL STUDS @ 16' o.c. (ROOF TO 41h FLOOR). PROVIDE (4) SIMPSON D71Z EVENLY SPACED@STAIR AWNING. FASTENFROM RAFTERS TO WALL STUDS wl 3''0W LAG SCREWS. FASTEN TO RAFTERS wI SO #I SCREWS. THIRD FLOOR I FRAMING PLAN - AREA C NOTES: 1W=1'-0' 1. RE: 500.1, SM2, & S00.3 FOR TYPICAL FLOOR FRAMING NOTES. 2. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FT#,N& C#CALLOUTS. FORBEAMS & COLUMNS THAT PRE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE:80-0.2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES,& SHEATHING REQUIREMENTS, TYP. 4. TRUSS MANUFACTURER: -NUMBERS IN IXXX/x.XXI INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT (LIVE LOAD/DEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. -NUMBERS IN [)COWXXM INDICATES ADD'L SERVICE POINT LOAD IN POUNDS (UNE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANOR TO DESIGN FOR ADD -L. LOADS INDICATED. 5. [XX.XKI DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. O 0 PROJECT TRUE RE: SO -0.5 FOR BEAM, COLUMN, JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES 13 .w KEY PLAN O I, z t5 z ED D0 x V a E rc 0 rc 3c 0 KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, CoLmUubo ll .,...E.Pn.,L..Po, JANCHOR ENGINEERING s.suc.usaL Ex clrv55ns 2535 17th t, D,nrec Co1933 ........ 0211 05 3 O9 .. . .930 "" , I FM Z [O] W Q\/ LLL , QFV+NiJ CL WW/ W 0 W w :� 38160 s: �•, 0 3/2 512 021 �h F�`�'/t7NAL E�'\l•' No. Dela Issue eadon PERMESUMI 1YNMV AL 1NWNER REV 2 OhYo OWNERa Project Engineer SUB Reviewing Engineer RMS Dal 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title THIRD FLOOR FRAMING PLAN - ARRA C Sheat Number S4-0.2 z t5 z ED D0 x V a E rc 0 rc 3c 0 �K* STRUCTURAL KEYNOTE SCHEDULE 11 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON DOES COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC2104(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC2104(MAM CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IP's wt SIMPSON CS16x36' STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW wl 10tl NAILS@ 6'c.c. FULL HEIGHT. 9. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 551.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE]1S1-00 FOR ADD'L INFO. 15. PROVIDE CONT.DBL. 26 TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES vS 16tl NAILS @ 12" o.c.. FASTEN EA. ENDWI (2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOEDOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.WIIO HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED 1" PLAN -LEFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM wl 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK-0UT w1(3) SIMPSON A34 CLIPS. 20. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys' FILLET WELDS ON EA SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1' LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOEDOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOEDOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCCLI-].15DS2.5 COLUMN CAP wI STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN wt SDWS224NDB SCREWS @ 8' o.c. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/2S ORye MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS MOVE. 25. W800 ELEVATOR HOIST BEAM, RE: &5&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.Ow/(3) SIMPSON SDWS22600DB SCREWS@ 1Z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET wI SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. 30. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REQ'D FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. 33. PROVIDE CONT. DBL 1Y'x5$'ITOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 160 NAILS @12'0 c. FASTEN EA. END wt (2) SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. M. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER W1(2)ROM X'ax6"TITEN HD ANCHORS @24'o.c, INSTALL ROWS 2)4' FROM TOP & BOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD w1(2) SIMPSON SDWSZ24ODDB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2' MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREENS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w/(4)1W NAILS @24'ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. PLIGN FACE OF BEAM wl FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0' MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CGG66S052.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN wl SDWS2240006 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.S COLUMN CAP wI STRAPS ROTATED 90'. 46. PROVIDE SIMPSON ECCOB65DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM wl (12)164 NAILS. ,1T PROVIDE 2x12 LEDGER w1(2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN wI YIC FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIV FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER W/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3B] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADDL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADDL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES, DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. 56. PROVIDE EMBED 0EKx8x0'S' W) (4) j¢Odi' HA.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 3614 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MITER CHANNELS & WELD w1 X16' FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYxBW-8-WI(4)Jf'ex8'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE W/ )k' FILLET WELD OR PROVIDE CAP SIM. TO 13)SO,0A. 130. PROVIDEDBL.18'LVL LEDGER W/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 357-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @HATCHED REGION. 62. PROVIDE DBL. 18'LM_ LEDGER W1 (3) ROWSVOa' SIMPSON TITEN HD SCREW ANCHORS @ 1Z' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4' BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC WALL. M. PROVIDE P.T. 2x12 LEDGER WI(2)ROWS $'Ex6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCO412SDS CONCEALED -FLANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH.(61S]-0.2 SHOWS THE TYP. CONDITION wI THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL Asa STRUCTURAL KEYNOTE SCHEDULE 67. PROVIDE SIMPSON C5166'-1? STRAP EA. ELEV. WALL TOP E&ALIGN CORRIDOR JOIST PROVIDE'C10'STUB POST BTWN. FLUSH STEEL BEAM& DROPPED STEEL BEAM. WELD EA SIDE OF STUB POST TO BEAM FLANGES wl2" FILLET WELD TOP & BOT. FRAME INT. ELEV. CORE WALLS w11y'XV' LSL STUDS @ 16' o.c. (ROOF TO 41h FLOOR). PROVIDE (4) SIMPSON D71Z EVENLY SPACED@STAIR AWNING. FASTENFROM RAFTERS TO WALL STUDS wt X' 0x4' LAG SCREWS. FASTEN TO RAFTERS wt SO#9xlX' SCREWS. SHEATHE INTERIOR FACE OF 2x4 EIEV. CORE WALL wI%a' WOOD STRUCTURAL PANELS THIRD FLOOR I FRAMING PLAN - AREA D RE'. SO 01, SO 02, & SOFT FOR TYPICAL FLOOR FRAMING NOTES. RE'. SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FT#, B#& ON CALLOUTS. FOR BEAMS & COLUMNS THAT ARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. RE: SO -0.2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES, & SHEATHING REQUIREMENTS, TYP. TRUSS MANUFACTURER: -NUMBERS IN WWI INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS MANUFACTURER TO DESIGN FOR ADDITION& LOADS INDICATED. -NUMBERS IN (XXXWX I INDICATES ADD'L. SERVICE POINT LOAD IN POUNDS (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR MUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANUF. TO DESIGN FOR ADDL. LOADS INDICATED. IXX.XK) DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. 00 PROJECT TRUE RE: SO -0.5 FOR BEAM, COLUMN, JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES AREA'A' AREA B' TNET51Y1 1 WE ,, KEY PLAN O IN z c6 z V 0 0 x V E W 0 rc i U 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLOa woos JANCHOR ENGINEERING s.suc.usaL Ex al EEss 0535 17th Street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , QFV+NiJ am W/ WW/ /1rTl�� W�rT,4 0�� W w � Cy� V ��'sc �Fy38160 LKO s: 3/2 512 021 �h/t7NAL E�'\l•'No. Issue keene PERNESUwemu IYNMV x MIER REV 2 Dlhb REVIIISH Project Engineer SUB Engineer RMS 0]/25/2019 r 190595 EG/LD y PPLAN-AREAD RMS HIRD FLOOR NG PLAN - AREA Dber-0.3 z c6 z V 0 0 x V E W 0 rc i U �K* STRUCTURAL KEYNOTE SCHEDULE 11 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC211<(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC21&2(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IA's wt SIMPSON CS16x36' STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW WI 10tl NAILS @ 6' 0.c. FULL HEIGHT. 9. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 551.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 71SMS FOR ADD'L. INFO. 15. PROVIDE CONT.DBL. 26 TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTENPUESw/16tl NAILS@12"o.c.. FASTEN EA. ENDw/(2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOEDOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.5W10 HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I" PLANIEFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM w/ 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK -OUT w1(3) SIMPSON A34 CLIPS. X. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys' FILLET WELDS ON EA SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1' LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCC.1-].15DS2.5 COLUMN CAP wI STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' O.C. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/20, ORye MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W800 ELEVATOR HOIST BEAM, RE: &5&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.0 w/(3) SIMPSON SDWSMWDB SCREWS@ 1Z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET w/ SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. M. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REQ'D FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE CONT. DBL 1Y'x5$'ITOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 1W NAILS @12'0 c. FASTEN EA. END w/(2)SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. M. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER W1(2)ROM X'0x6'TITEN HD ANCHORS @24'o.c, INSTALL ROWS ZJ'FROM TOP &SOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD w/(2) SIMPSON SDW822400DB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2 -MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREENS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w/(4)1W NAILS @24'ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0- MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CCO66S052.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN WI SDWS2240OD6 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.S COLUMN CAP w/ STRAPS ROTATED 90'. 46. PROVIDE SIMPSON ECCOB65DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)16A NAILS. 48. PROVIDE 2x12 LEDGER w1(2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN wI YIC FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIV FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3B] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PUP (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PUP (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. 56. PROVIDE EMBED RKx8x0'S' W) (4) j¢OI H A.S., RE: 25]-02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 3614 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MITER CHANNELS & WELD at X6' FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYxBW-8-WI(4)Jf'0x8'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE W/ Y16' FILLET WELD OR PROVIDE CAP SIM. TO 13150,0A. W. PROVIDEDBL.18'LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 357-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @HATCHED REGION. 62. PROVIDE DBL. 18' LVL LEDGER w/(3)ROWSJ¢'0x8' SIMPSON TITEN HD SCREW ANCHORS @ 1Z' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4' BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC WALL. M. PROVIDE P.T. 2x12 LEDGER W)(2)ROWS $'0x6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCC412SDS CONCEALED -FLANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE TYP. CONDITION W/ THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL 17s 155 --_-_- 13s 115 -AT=NEIN- �•. 110i STRUCTURAL KEYNOTE SCHEDULE 67. PROVIDESIMPSON PROVIDE'CITSTUB POST BTWN. FLUSH STEEL BEAM& DROPPED STEEL BEAM. WELD EA SIDE OF STUB POST TO BEAM FLANGES Wl2" FILLET WELD TOP & BOT. FRAME INT. ELEV. CORE WALLS w11X'XV' LSL STUDS @ 16' o.c. (ROOF TO 41h FLOOR). PROVIDE (4) SIMPSON D71Z EVENLY SPACED@STAIR AWNING. FASTENFROM RAFTERS TO WALL STUDS wt X'0x4' LAG SCREWS. FASTEN TO RAFTERS wt SO#9xlX' SCREWS. SHEATHE INTERIOR FACE OF 2x4 EIEV. CORE WALL w/ %a' WOOD STRUCTURAL PANELS lA) lB) Dw Fw I I 1 FRAMING PLAN - AREA A NOTES: VIE =1'-0' 1. RE: SO -0.1, S041 2, & S&63 FOR TYPICAL FLOOR FRAMING NOTES. 2. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FT#,B#&C#CALLOUTS. FORBEAMS & COLUMNS THAT ARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE SO -0 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES.& SHEATHING REQUIREMENTS, TYP. 4. TRUSS MANUFACTURER: -NUMBERS IN [XXXIXXXj INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT (LIVE LOADIDEAD LOAD[ APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. -NUMBERS IN [XXXWXXX#j INDICATES ADD'L. SERVICE POINT LOAD IN POUNDS (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANOR. TO DESIGN FOR ADUL. LOADS INDICATED. 5. [XX.XK) DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. RE: SO -0.5 FOR BEAM, COLUMN, JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES KEY PLAN O I KEPHART community • planning • architecture � I I JANCHOR J 1 FRAMING PLAN - AREA A NOTES: VIE =1'-0' 1. RE: SO -0.1, S041 2, & S&63 FOR TYPICAL FLOOR FRAMING NOTES. 2. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FT#,B#&C#CALLOUTS. FORBEAMS & COLUMNS THAT ARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE SO -0 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES.& SHEATHING REQUIREMENTS, TYP. 4. TRUSS MANUFACTURER: -NUMBERS IN [XXXIXXXj INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT (LIVE LOADIDEAD LOAD[ APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOOR TRUSS MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. -NUMBERS IN [XXXWXXX#j INDICATES ADD'L. SERVICE POINT LOAD IN POUNDS (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANOR. TO DESIGN FOR ADUL. LOADS INDICATED. 5. [XX.XK) DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. RE: SO -0.5 FOR BEAM, COLUMN, JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES KEY PLAN O z c6 z V 0 0 x V E W 0 rc i 0 KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLOa woos w�_kePn.D<� JANCHOR ENGINEERING s.suc.uaaL Ex al SERs 0535 17th street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , QFV+NiJ am WW/ W 0�� W w � Cy� V :� 38160 s: �'•, 0 3/2 512 021 �h F�`�'/t7NAL E�'\l•' No. Data II (Boone PERMEsuwemu IYNMV x 1NWNER REV 2 OhUo MINER Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title FOURTH FLOOR FRAMING PLAN -AREA A Sheat Number S5-0.0 z c6 z V 0 0 x V E W 0 rc i 0 �K* STRUCTURAL KEYNOTE SCHEDULE 11 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC2104(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC210-2MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IA's wt SIMPSON CS16x36' STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW Wl 10tl NAILS @ 6' c.c. FULL HEIGHT. 9. PROVIDE SIMPSON LTSI2 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 551.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE])S7-00 FOR ADD'L. INFO. 15. PROVIDE CONT.DBL. 26 TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTENPUESw/16tl NAILS@12"o.c.. FASTEN EA. ENDw/(2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOEDOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.5W10 HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I" PLANIEFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM wl 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK-0UT w) (3) SIMPSON A34 CLIPS. 20. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys' FILLET WELDS ON EA SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1' LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCC.1-].15DS2.5 COLUMN CAP wI STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' O.C. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/20, ORye MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W800 ELEVATOR HOIST BEAM, RE: &5&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.Ow/(3) SIMPSON SDWS22600DB SCREWS@ 1Z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET wI SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. 30. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REQ'D FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE CONT. DBL 1Y'x5$'ITOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 1W NAILS @12'0 c. FASTEN EA. END w/(2)SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. M. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER w1(2)ROM X'0x6"IIIEN HD ANCHORS @24'o.c, INSTALL ROWS ZJ'FROM TOP &SOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD at (2) SIMPSON SDW8224ODDB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2 -MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREENS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w/(4)1W NAILS @24'ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0' MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CCO66S052.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN WI SDWS22400D6 SCREWS @ 8" o.c. 45. PROVIDE SIMPSON ECCO].1-].15D52.S COLUMN CAP wI STRAPS ROTATED 90'. 46. PROVIDE SIMPSON ECCOB65DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)16A NAILS. 48. PROVIDE 2x12 LEDGER w1(2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN wI YIC FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIV FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3B] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. 56. PROVIDE EMBED 0EKx8XM' W) (4) j¢Odi' HA.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 3614 PATTERN & (1) WELDED SIDE -1-1P FASTENER PER SPAN. 58. MITER CHANNELS & WELD at X16' FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYxBW-8-W)(4)Jf'ax8'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE W/ )k' FILLET WELD OR PROVIDE CAP SIM. TO 13)5044. 60. PROVIDEDBL.18'LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 35]-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING REQM. @ HATCHED REGION. 62. PROVIDE DBL. 18' LVL LEDGER wt(3)ROWSJ¢'ex8' SIMPSON TITEN HD SCREW ANCHORS @ 1Z' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4' BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC. WALL. M. PROVIDE P.T. 2x12 LEDGER w)(2)ROWS $'Ex6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCO412SDS CONCEALED -FLANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE TYP. CONDITION wI THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL 18n 16n I �L Me Oe Qe �R �S 67. PROVIDE SIMPSON C8160'-0' STRAP 0 EA ELEV. WALL TOP P&ALIGN CORRIDOR JOJST FO R H FLOOD PROVIDEVITSTUB POST BTWN. FLUSH STEEL BEAM& DROPPED STEEL BEAM, WELD EA SIDE OF STUB POST TO BEAM FLANGES wl2" FILLET WELD TOP & BOT. FRAME INT. ELEV. CORE WALLS w11Y'x3X' LSL STUDS @ 16'0.c. (ROOF TO 4th FLOOR). PROVIDE (4) SIMPSON D71Z EVENLY SPACED @ STAIR AWNING. FASTEN FROM RAFTERS TO WALL STUDS w/)Q'ex4' LAG SCREWS. FASTEN TO RAFTERS wl SO#9x99' SCREWS. 1 FRAMING PLAN - AREA B RE. SO 01, 8042, & SO -0.3 FOR TYPICAL FLOOR FRAMING NOTES. RE: SCHEDULES FOR MOSSES, BEAMS, & COLUMNSAS INDICATED BY FT#, US ON CALLOUTS. FORBEAMS & COLUMNS THATARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. RE: SO 0.2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES, & SHEATHING REQUIREMENTS, TYP. TRUSS MANUFACTURER: -NUMBERS IN IXXX/XXX1 INDICATES ADDITIONAL SERVICE LINE LOAD IN POUNDS PER LINEAR FOOT (LIVE LOADIDEAD LOAD)APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOORTRUSS MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. NUMBERS IN DOCONXXX#71NDICATES ADUL. SERVICE POINT LOAD IN POUNDS (LIVE LOADMEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR TRUSS MANOR TO DESIGN FOR ADE L. LOADS INDICATED. IXXXK] DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM CONNECTIONS. 00 PROJECT TRUE RE: SO -0.5 FOR BEAM, COLUMN, JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES f- MA_=CHLINE 1Gn n L AREA'A' AREA V IIIIIIIF KEY PLAN O z c6 z V 0 0 x z 0 LL 0 rc i U 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLOS woos w�_kePn.D<� JANCHOR ENGINEERING s.suc.usaL Ex al EEss 0535 17th Street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , QFV+NiJ am W/ WW/ SPL, W O w rW � Cy� V :� 38160 s: �'•, 0 3/2 512 021 �h F�`�'/t7NAL E�'\l•' No. Dela Issue keene PERMESUEMmu IYNMV x 1NWNER REV 2 OhUo OWNERS Project Engineer SUB RMS 0]/25/2019 r 190595EG)LDy PEEngineer RMSURTH FLOORNG PLAN - AREA Bber5-0.1 z c6 z V 0 0 x z 0 LL 0 rc i U STRUCTURAL KEYNOTE SCHEDULE II 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC211<(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC21&2(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IA's wt SIMPSON CS1 6x36- STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW WI 10tl NAILS @ 6' c.c. FULL HEIGHT. 9. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 557.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 7/SMS FOR ADD'L. INFO. 15. PROVIDE CONT. DBL. 26 TOP @@BALCONY HALE WALL (NO SPLICE PERMITTED). FASTENPUESw/16tl NAILS@12"o.c.. FASTEN EA. ENDw/(2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOUDOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.5W10 HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I" PLANIEFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM w/ 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK -OUT wl (3) SIMPSON A34 CLIPS. X. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys• FILLET WELDS ON EA SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1-LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUDOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUDOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCC.1-].15DS2.5 COLUMN CAP wI STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' o.c. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/20, ORye MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W800 ELEVATOR HOIST BEAM, RE: M&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.0 W1(3) SIMPSON SDWSMWDB SCREWS@ 1Z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET w/ SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. M. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REOD FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE CONT. DBL 1Y'x5$"LVL TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 1W NAILS @12.0 c. FASTEN EA. END w/(2)SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. M. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER w1(2)ROM X'0x6"IIIEN HD ANCHORS @24'o.c, INSTALL ROWS ZJ-FROM TOP &SOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD w/(2) SIMPSON SDW822400DB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2 -MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREWS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w((4)1W NAILS @24•ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0- MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CGC66S052.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN WI SDWS22400D6 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.S COLUMN CAP w/ STRAPS ROTATED 90'. 46. PROVIDE SIMPSON ECCOB65DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)16A NAILS. 48. PROVIDE 2x12 LEDGER W1 (2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN wI YIC FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIV FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w((2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3B] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. 56. PROVIDE EMBED 0EKx8x0'S'WI(4)j¢Odi-HA.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 36(4 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MITER CHANNELS & WELD at X6- FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYxBW-8-W)(4)Jf'ex8'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE W/ )k- FILLET WELD OR PROVIDE CAP SIM. TO 13150-0.4. M. PROVIDEDBL. 18' LVL LEDGER w((2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 357-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @HATCHED REGION. 62. PROVIDE DBL. 18'LM- LEDGER at(3)ROWSJ¢'ex8' SIMPSON TITEN HD SCREW ANCHORS @ 1Z' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4-BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC WALL. M. PROVIDE P.T. 2x12 LEDGER WI(2)ROWS $'Ex6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCQ412SDS CONCEALEDI-ANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE TYP. CONDITION wI THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL I, z c6 z V 0 0 x V E W 0 rc i c�D a 0 111 �� ■ KEPHART community • planning • amhite Lure 2555 WALNUT STREET DENVER, COLOa woos vruw.kePlun<om JANCHOR ENGINEERING s.suc.uaaL Ex al EERs 0535 17th street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ LLL , QFV+NiJ am WW/ W 0 W w � Cy� V ��'sc �Fy38160 LKO s: 3/2 512 021 �h/t7NAL E�'\l•'No. II keene PERMITSUwemu IYNMV x MIER REV 2 OhUo REI Project Engineer SUB Engineer RMS 0]/25/2019 r 190595 EG/LD y PPLAN-AREAC RMS URTH FLOOR NG PLAN - AREA Cber5-0.2 z c6 z V 0 0 x V E W 0 rc i c�D a 0 �K* STRUCTURAL KEYNOTE SCHEDULE 11 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC211<(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC21&2 IMAM CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IA's wt SIMPSON CS1 6x36- STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW WI 10tl NAILS @ 6' c.c. FULL HEIGHT. 9. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 557.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 71SMS FOR ADD'L. INFO. 15. PROVIDE CONT.DBL. 26 TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTENPUESw/16tl NAILS@12"o.c.. FASTEN EA. ENDw/(2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOEDOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.5W10 HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I"PIE IEFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM w/ 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK -OUT w1(3) SIMPSON A34 CLIPS. X. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys• FILLET WELDS ON EA SIDE OF HANGER - (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1-LONGR3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUDOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUDOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCC.1-].1SDS2.5 COLUMN CAP wI STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' o.c. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/20, ORye MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W800 ELEVATOR HOIST BEAM, RE: M&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.0 w/(3) SIMPSON SDWSMWDB SCREWS@ 1Z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET w/ SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. M. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REOD FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE CONT. DBL 1Y'x5$"LVL TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 1W NAILS @12.0 c. FASTEN EA. END w/(2)SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. M. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER w1(2)ROM X'0x6"IIIEN HD ANCHORS @24'o.c, INSTALL ROWS ZJ-FROM TOP &SOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD w/(2) SIMPSON SDW8224ODDB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2 -MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREENS ARE INSTALLED TO EA. STUD FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w((4)1W NAILS @24•ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0- MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CCO66S052.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN WI SDWS2240006 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.S COLUMN CAP w/ STRAPS ROTATED 90'. 46. PROVIDE SIMPSON ECCOB65DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)16A NAILS. 48. PROVIDE 2x12 LEDGER W1 (2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN wI YIC FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIV FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w((2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3B] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PUP (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PUP (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. 56. PROVIDE EMBED RKx8XY41-WI(4)j¢Odi-H A.S., RE: DS] -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 36(4 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MITER CHANNELS & WELD at X6- FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYxBW-8-W)(4)Jf'ex8'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE W/ )k- FILLET WELD OR PROVIDE CAP SIM. TO 13150,0A. W. PROVIDEDBL.18'LVL LEDGER w((2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 3 SD`F)1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @HATCHED REGION. 62. PROVIDE DBL. 18'LM- LEDGER at(3)ROWSJ¢'ex8' SIMPSON TITEN HD SCREW ANCHORS @ 1Z' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4-BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC WALL. M. PROVIDE P.T. 2x12 LEDGER W)(2)ROWS $'Ex6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCC412SDS CONCEALED -FLANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE TYP. CONDITION wI THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ EA LEVEL IIS :^r�NUN:�. IN Isa STRUCTURAL KEYNOTE SCHEDULE 67. PROVIDE SIMPSON C5166'-0• STRAP EA. ELEV. WALL TOP E&ALIGN CORRIDOR JOIST PROVIDE'CITSTUB POST BTWN. FLUSH STEEL BEAM& DROPPED STEEL BEAM. WELD EA SIDE OF STUB POST TO BEAM FLANGES WI2" FILLET WELD TOP & BOT. FRAME INT. ELEV. CORE WALLS w11y'XV' LSL STUDS @ 16' o.c. (ROOF TO 41h FLOOR). PROVIDE (4) SIMPSON D71Z EVENLY SPACED@STAIR AWNING. FASTENFROM RAFTERS TO WALL STUDS wt X'0x4' LAG SCREWS. FASTEN TO RAFTERS wt SO#9xlX' SCREWS. SHEATHE INTERIOR FACE OF 2x4 EIEV. CORE WALL w/ %a• WOOD STRUCTURAL PANELS 00 PROJECT TRUE KEY PLAN O FOURTH FLOOR ■ 1 FRAMING PLAN - AREA D community • planning • NOTES: VIE =1'-0' 2555 WALNUT STREET DENVER, COLOa woos 1. RE:S041,50-0.2,&5&03 FOR TYPICAL FLOOR FRAMING NOTES. RE: SO -0.5 FOR BEAM, 2. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY FT#,B#&C#CALLOUTS.FOR BEAMS COLUMN,JOIST/FLOOR 3. & COLUMNS THAT ME NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. RE: SO4.2 FOR SHEAR WALL REQUIREMENTS, STUD WALL SCHEDULES, & SHEATHING REQUIREMENTS, TYP. TRUSS,,&ROOFTRUSS 0535 17th street. D ,, Colontla 80211 783 4797 303ww).me E .... 0- 133 an 9 cem TRUSS MAFACTURER M[XXVXXX7 FM -NUMBERS INDICATES ADD17ONALSERVICE LINE LOAD INPOUNDS MRUNEAAFOOT (LIVE SCHEDULES LOADMEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED WALL ABOVE. FLOORTRUSS [O] W MANUFACTURER TO DESIGN FOR ADDITIONAL LOADS INDICATED. Q\/ NUMBERS IN [XXX#/XXX#j INDICATES ADD L. SERVICE POINT LOAD IN POUNDS (LIVE LOADIDEAD LOAD) APPLIED TO FLOOR TRUSS SYSTEM FROM SUPPORTED COLUMN ABOVE. FLOOR MUSS MANUF. TO DESIGN FOR ADD'- LOADS INDICATED. 5. [XX.XKj DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAM W/ Q WW/ CONNECTIONS. 00 PROJECT TRUE KEY PLAN O z c6 z V 0 0 x V E W 0 rc i c�D U III ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLOa woos JANCHOR ENGINEERING s.suc.uaaL Ex al SERs 0535 17th street. D ,, Colontla 80211 783 4797 303ww).me E .... 0- 133 an 9 cem c, I FM Z [O] W Q\/ LLL , QFV+NiJ am W/ Q WW/ SPL, W 0�� W w � Cy� V :� 38160 s: �•, 0 3/2 512 021 �h F�`�'/t7NAL E�'\l•' No. Date III keene PERNESUwemu 1YNMV AL 1NWNER REV 2 OhUo REI Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title FOURTH FLOOR FRAMING PLAN - AREA D Sheet Number S5-0.3 z c6 z V 0 0 x V E W 0 rc i c�D U K* STRUCTURAL KEYNOTE SCHEDULE II 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC211<(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC21&2 IMAM CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IA's wt SIMPSON CS1 6x36- STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON M. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW WI 100 NAILS @ 6' 0.c. FULL HEIGHT. 9. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 557.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 71SMS FOR ADD'L. INFO. 15. PROVIDE CONT.DBL. 26 TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTENPUESw(168NAILS@12"o.c.. FASTEN EA. ENDw/(2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOLDOWN TO T.O. STEEL BEAM wI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.WIIO HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I"PIE IEFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM w/ 1'F" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK -OUT W1(3) SIMPSON A34 CLIPS. X. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys• FILLET WELDS ON EA SIDE OF HANGER - (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1-LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCCLI-].1SDS2.5 COLUMN CAP wI STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' o.c. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR If/20, ORye MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W800 ELEVATOR HOIST BEAM, RE: 8(5&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.0 w/(3) SIMPSON SDWSMWDB SCREWS@ 1Z'o.c. 28, STRAP AROUND CORNER OF T.O. PARAPET w/ SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. M. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REOD FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE CONT. DBL 1Y'x5$'ITOP R@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 1W NAILS @12.0 c. FASTEN M. END w/(2)SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. M. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER W1(2)ROM X'0x6'TITEN HD ANCHORS @24'o.c, INSTALL ROWS 2j4- FROM TOP & BOT. OF LEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO M. STUD w/(2) SIMPSON SDW8224ODDB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2 -MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREWS ARE INSTALLED TO M. STUD FROM (1) SIDE. 42. PROVIDE 2x6 LEDGER w((4)1W NAILS @2V ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0' MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0' MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CGC66S052.5 COLUMN CAP. PROVIDE (1) 2WONEA. SIDE OF PSL POST & FASTEN WI SDWS22400D6 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.S COLUMN CAP w/ STRAPS ROTATED 90". 46. PROVIDE SIMPSON ECCOB65DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON M. SIDE OF BEAM & FASTEN TO BEAM w/ (12)16A NAILS. 48. PROVIDE 2x12 LEDGER W1 (2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, 50. WELD KNIFE RTO STEEL HSS COLUMN wI lis" FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EwIV FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w((2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 3B] -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR. TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PUP (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PUP (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADVL. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. 56. PROVIDE EMBED RKx8x0'S'WI(4)je Odd - H A.S., RE: 21S]-02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 36(4 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MITER CHANNELS & WELD at X6- FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYxBW-8-W)(4)NMh HAS. SPACED @ 4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE W/ )k- FILLET WELD OR PROVIDE CAP SIM. TO 13150,0A. W. PROVIDEDBL.18'LVL LEDGER w((2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 357-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @HATCHED REGION. 62. PROVIDE DBL. Ir LVL LEDGER at(3)ROWSJ¢'0x8' SIMPSON TITEN HD SCREW ANCHORS @ 1Z' o.c., INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C. & 4-BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC WALL. M. PROVIDE P.T. 2x12 LEDGER WI(2)ROWS $'0x6'SIMPSON TITEN HD SCREW ANCHORS@ 24" o.c., INSTALL ROWS Z' FROM TOP & BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCO412SDS CONCEALED -FLANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE TYP. CONDITION wI THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR @ M. LEVEL 19 - M4TCHUNE F. ,r T; D 3K 3K 2T ;IF I-� II II �r� 2T II I II II II II -3K Bs II III � I = J I 1j, 11 IT 1 TI 1 TII T1 � ELL T 7== UT II N I" N =ter% °I �- J1 I CJI Ili? fl JI IIL� L_= �❑ J I ILS I�r �r� S CJL� /e�'I, GJ c I�r-� I II isa STRUCTURAL KEYNOTE SCHEDULE 67. PROVIDE SIMPSON C5166'-0• STRAP EA. ELEV. WALL TOP E&ALIGN CORRIDOR JOIST PROVIDE'CITSTUB POST BTWN. FLUSH STEEL BEAM& DROPPED STEEL BEAM. WELD EA SIDE OF STUB POST TO BEAM FLANGES WI2" FILLET WELD TOP & BOT. FRAME INT. ELEV. CORE WALLS W11y'XV' LSL STUDS @ 16' o.c. (ROOF TO 41h FLOOR). PROVIDE (4) SIMPSON D71Z EVENLY SPACED@STAIR AWNING. FASTENFROM RAFTERS TO WALL STUDS wt X'0x4' LAG SCREWS. FASTEN TO RAFTERS wt SO#9xlX' SCREWS. SHEATHE INTERIOR FACE OF 2x4 EIEV. CORE WALL w/ %a• WOOD STRUCTURAL PANELS RE: SO -0.5 FOR BEAM, COLUMN, JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES 1 ROOF FRAMING PLAN -AREA A O O NOTES: Va. =1'-0' 1. RE: $"U SMA, & SO -0.2 FORTYPICAL ROOF FRAMING NOTES. PROJECT TRUE 2. RE: SCHEDULES FOR TRUSSES, BEAMS ,& COLUMNS AS INDICATED BY T#,B#&ON CAL -OUTS. FOR BEAMS & COLUMNS THAT ME NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3, RE:S041Z FOR SHEAR WALL Mail, STUD WALL SCHEDULES, & SHEATHING MOM. TYP. 4. REFER TO ARCH. DRAWINGS FOR ROOF GRAIN LOCATIONS& TRUSS SLOPE INFORMATION. B6 (MEAN C � 11 SPECIAL LOADING REGIONS AT ROOF 11 HATCH INDICATES SNOWDRIFT ZONE. PORTIONS OF ® TRUSSES WITHIN THIS AREA TO BE DESIGNED FOR ADDITIONAL TOP CHORD SNOW LOAD OF 28 PSF. HATCH INDICATES SNOWDRIFT ZONE. PORTIONS OF TRUSSES WRIHIN THIS AREA TO BE DESIGNED FOR ADDITIONAL TOP CHORD SNOW LOAD OF 16 PSF. I I I I I I I PHOTOVOLTAIC NOTES: F - PHI (P.M.) SYSTEM SHALL BE ATTACHED. USE OF A BALLASTED P.V. KEPHART SYSTEM IS NOT PERMITTED. I - MAXIMUM SIZE OF THE P V. PANELS SHALL BE 6'-6' x T-3'. F -P.V. PANELS SHALL BE ORIENTED WITH THE LONG DIRECTION PARALLEL TO THE JANCHOR ROOF TRUSS SPAN. ENGINEERING I -THE PV. PANEL CENTERLINE SHALL BE LOCATED BETWEEN I wo ROOF TRUSSES& 0 THE ATTACHMENTS OF THE PANEL SHALL APPLY LOAD TO EACH OF TWO ROOF FM TRUSSES EQUALLY. I [O] W 0 Q\/ LLL , FV+NiJ I V LLIQ U V♦ N K IT KEY PLAN O z z z ED 0 z a 0 LL rc D KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLOa woos www_�Pn.D<� JANCHOR ENGINEERING s.suc.uaaL Sx am55Rs 2533 17th t, D,nrec Co180211 03 7833O9479..��nF,, 303 8330 9133 I FM Z [O] W Q\/ LLL , FV+NiJ LLIQ U V♦ N X 0�� W w :� 38160 s: �•, Darzsreoet No. Data haus keene PERMESUwemu 1 1YNMV AL ISOMER REV 2 swum ONNERR Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title ROOF FRAMING PLAN - AREA A Sheet Number S6-0.0 z z z ED 0 z a 0 LL rc D 21 0X STRUCTURAL KEYNOTE SCHEDULE 1. DOT HATCH INDICATES OVERFRAMING, TIE. WHERE SHOWN THUS. 2. MITER BEAMS & PROVIDE SIMPSON LCE4Z COLUMN CAN @ EA. BEAM. S. PROVIDE SIMPSON HI CONCEALED FLANGE HANGER ®THIS LOCATION. 4. PROVIDE SIMPSON HUC2164(MAX) CONCEALED FLANGE HANGER ®THIS LOCATION. 5. PROVIDE SIMPSON HUC210-2(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DBL. TOP R& BEAR BEAM DIRECTLY ON COLUMN @THIS LOCATION. STRAP ACROSSIAROUND COLUMN TO BROKEN R's wl SIMPSON CS16x36' STRAP. T. PROVIDE SIMPSON HUC2123(MAXI CONCEALED FLANGE HANGER ®THIS LOCATION. 8. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW WI 10d NAILS @ F D.C. FULL HEIGHT. 9. PROVIDE SIMPSON LTSI2 TAKE STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUG416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING& BLOCKING@ JAMB PER 51ST -0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS® INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF IOOPLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS.@8' D.C. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE MM.0 FOR ADD'L. INFO. 15. PROVIDE CONT. DI 2x6 TOP R@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES WI 168 NAILS @ 12" D.C.. FASTEN EA END wl (2) SIMPSON A35 CUPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOLDOWN TO T.O. STEEL BEAM W/YI ILLET WELD @THIS LOCATION. 17. PROVIDE SIMPSON HHUS5.50110 HANGER@ THIS LOCATION. 18. BEAM SHALL BE LOCATED E PLANLEFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOPRANGE HANGER TO STEEL BEAM NAILER R@THIS LOCATION. PACK OUT WEB OF ADJACENT STEEL BEAM WI 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK-0UT w/ (3) SIMPSON A34 CLIPS. N. PROVIDE SIMPSON HUC212Q CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGJ{d FILLET WELDS ON EA. SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC2124 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN W/ (2)1"LONGRs FILLET WELDS ON EA SIDE OF HANGER -(4) TOTAL. U. PROVIDE (2) HOLDOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOLDOWN SCHED. FOR ADD -L. INFORMATION. M. PROVIDE SIMPSON ECCQ7.1-7.ISDS2.5 COLUMN CAPwI STRAPS ROTATED 91C. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2x6 ON E4 SIDE OF PSL POST & FASTEN wl SDWS224NDB SCREWS @ 8' D.C. 24. "LOW'BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR N20, ORYe' MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MINI SEPARATION SHALL BE PROVIDED STAN. NANAWALL HEADER & FRAMING ELEMENTS MOVE. 25. W8x10 ELEVATOR HOIST BEAM, RE: BISB-0.1 FOR CONNECTION TO PRECAST CONC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONC. CORE WALLS BY OTHERS. 27. FASTEN THE 2xB LEDGER IN DETAIL 9ISB0.0w/(3) SIMPSON SDWS22600DB SCREWS@ iT D.C. 28. STRAP AROUND CORNER OF T.O. PARAPET wI SIMPSON CS1&3'-0' STRAP. 29. PROVIDE SIMPSON 1212HL STRAP TIE@ T.O. ADJACENT PARAPETS. 30. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REQ'D FOR VENTS. 32. PROVIDE SINGLE 202 w/(1) SIMPSON LS90 CLIP@ EA END@ THIS LOCATION. 33. PROVIDE CONT. DBL. IYW'LVL TOP R@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wl 1W NAILS @ 12-o.c.. FASTEN EA. END wl (2) SIMPSON A35 CLIPS TOADJACENT COLUMN & ADJACENT WALL 34. STUDS SHALL BE SPACED@ 8" D.C. FOR EXTENTS SHOWN. 36. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. 38. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER w/(2) ROWS $"0x6" TITEN HD ANCHORS@ 24'ac., INSTALL ROWS 2X' FROM TOP & BOT. OF LEDGER. Q. PROVIDE 2x12 LEDGER FASTENED TO EA STUD w/(2) SIMPSON SDWSnQQDB SCREWS. USE SDW822600DB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2" MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREWS ARE INSTALLED TO EA. SND FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w1(4) 108 NAILS@ 24' ac. MAX. Q. PROVIDE SIMPSON CSIC STRAP @THIS LOCATION. ALIGN FACE OF BEAM wl FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0' MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR SND WALL T -0 -MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. M. PROVIDE SIMPSON CCQNSDS2.5 COLUMN CAP. PROVIDE (1) 29 ON EA. SIDE OF PSL POST & FASTEN wl SDWS22400DB SCREWS @ 8" D.C. 45. PROVIDE SIMPSON ECCQ7.E7.ISDS2.5 COLUMN CAP WI STRAPS ROTATED 90'. 46. PROVIDE SIMPSON ECC066SDS2.5 COLUMN CAP@ THIS LOCATION. 47. BENS LVL BEAM DIRECTLY ON STEEL HEADER@ THIS LOCATION. PROVIDE I8"LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM wl (12)168 NAILS. 48. PROVIDE 2x12 LEDGER w1(2) SIMPSON SDWU25WDB SCREWS@ 17 D.C. 49. PROVIDE SIMPSON HUC416 CONCEALED-FLPNGE HANGER WELDED @THIS LOCATION, RE: 131ST -0.1 FOR WELD. WELD APPLIES TO CHANNEL OR KNIFE R. 50. WELD KNIFE R TO STEEL HSS COLUMN W/X5 FILLET WELD ALL AROUND. WELDCOLUMN TO EMBED R wlY' FILLET WELD ALL MOUND. 51. PRECAST "OF. TO DESIGN WALL FOR ADI LINE LOAD FROM ROOF TRUSSES OF 130 PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. 18'LVL LEDGER W1(2)MINI SIMPSON TITEN HD SCREW ANCHORS @ 24" O.C., RE: 3187-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS 0' MIN. FROM T.O.C., PROVIDE MOISTURE BARRIER ST9N. LVL LEDGER & CONC. WALL. 53. PRECAST III TO DESIGN WALL FOR ADPL LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANUF. TO DESIGN WALL FOR ADPL LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST NANCE. TO DESIGN WALL FOR ADPL LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF ILL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES, DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEY ME ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. 56. PROVIDE EMBED RYxBX94C WI H) 'px5' HA.S, RE: 2/S7-0.2. 57. VULCRAFT 1.51322 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 364 PATTERN & (1) WELDED SIDE -UW FASTENER PER SPAN. 58. MITER CHANNELS& WELD wI Ys FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL CHANNELS TO FACE INWARD. 59. PROVIDE EMBED RYx8xPA"wl(4)VOx8' NA.$. SPACED@ 4' D.C., WELD COLUMN TO EMBED RW1Y4' FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. FLANGE wl Ye' FILLET WELDOR PROVIDE CAP SIM. TO 13/500.4. 60. PROVIDE OBL.18'LVL LEDGER W1(2)ROWSV0x8" SIMPSON TITEN HD SCREW ANCHORS @ 1 I ox., RE: 31S7-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS 4' MIN. FROM T.O.C., PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR TRUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING REQ'M. @ HATCHED REGION. 62. PROVIDE DBL. 18' LVL LEDGER W/(3)ROWS$-0x8" SIMPSON TITEN HD SCREW ANCHORS @ iT D.C., INSTALL TOP ROW OF SCREWS r MIN. FROM T.O.C. & 4' BTWN. ROWS, PROVIDE MOISTURE BARRIER STAN. LVL LEDGER & CONC. WALL. 63. PROVIDE P.T. N12 LEDGER WJ (2) ROMX-ftrSIMPSON TITEN HD SCREW ANCHORS @ 24" D.C., INSTALL ROWS Z' FROM TOP & BUT. OF LEDGER. 64. PROVIDE SIMPSON HU0041MDS CONCEALEOFLANGE HANGER@ THIS LOCATION. 66. SHEATHING NOT TO BREAK SHAFTLINER @ FIRE WALL, RE: ARCH. (M7.0.2 SHOWS THE WE. CONDITION wI THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CSI STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP R. STRAPPING TO OCCUR@ EA LEVEL K I I I I 1 4 4 1 6-0 C8 C8 2T 2T 2T -- �' 2T 2T 2T 2T 9 2T 36(MRANC NT.)-----�-' -- K 3K /' - B5 - B8- 3K 3K BB 3K - TT 2f K BB K %I T2 2 T2 .-- - -- - _ - -- _ =gam K r - _ r r - - _ �r ee BB I I IBS 64 I L 136 - 1 -�J 0 � 2T. I 2T I$ 2T ZT III III 2T 2T I r--� 3K III III III 3K I' 4K 4K I 3K 3K y 3K 3K y B 2 -8 -' �B8 P BB: - I -IBS_ T1 T1 T1 1 T L T1 Ilk G�� II II I L-�LL= J wl� D wl� ®ml wllw y Ire I N li IW y j i j TNY -- --- -� G- r - - - r � r I I n � N l r L= I a - 1 f1L <�I 3 I = IOC SOI J k-T-Ij,-•i� i/I� �I ILL JC III 6-0. P[ � � T2 � 1 __ --- -V - ILL _-- --I I AN ---- .-- - - - --- --- - --- -- _- ---- - -- - - --- -,L- EW EW EW y s T III �I �I �IIrc 11' F T1 ILI IIS--� Sg Tllr lI1I IpI 3 I \ SW1 ---JL-IL---IL I 6 JJ o �I F I------ -_ - II I .16T -I II II s- 1, _�---JL---- JI J 189 II sa z 12 III 3K II J1 es IIIA ILII 60 m 1 m � � m 3K STAIR 4 - ROOF LEVEL 2 FRAMING PLAN NOTES: 11&" =1'4Y 1. RE: 560.0, SMA, & S60.2 FOR TYPICAL ROOF FRAMING NOTES. 2. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY Till, BN& Ck CALLOUTS. FOR BEAMS & COLUMNS THAT ARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE:S60.2 FOR SHEAR WALL REQM., SND WALL SCHEDULES,& SHEATHING MOM. TYP. 4. REFER TO ARCH. DRAWINGS FOR ROOF DRAIN LOCATIONS& TRUSS SLOPE INFORMATION. 67. PROVIDE SIMPSON CSI STRAP @ EAU ELEV. WALL TOP R& ALIGN CORRIDOR JOIST TO ACCEPT STRAP. STRAPPING TO OCCUR@ EA. LEVEL. 68. BALLOON -FRAME INTERIOR ELEVATOR CORE WALLS TO DBL TOP R. 69. PROVIDE'CUYSTUB POST BTWN. FLUSH STEEL BEAM& DROPPED STEEL BEAM. WELD EA SIDE OF STUB POST TO BEAM FLANGES WI FILLET WELD TOP & BOT. 70. FRAME INT.ELEV. CORE WALLS w/CK)0�ESE STUDS @16" D.C. (ROOF TO III FLOOR). 71. PROVIDE (4) SIMPSON DTTIZ EVENLY SPACED@STAR AWNING. FASTENFROM RAFTERS TO WALL STUDS wIY3OI EAG SCREWS. FASTENTORAFTERSwISDJNx1$' SCREWS. 72. SHEATIE INTERIOR FACE OF 2x4 ELEV. CORE WALL WI'/la WOOD STRUCTURAL PANELS FASTENED PER SHEAR WALL SCHEDULE. j SPECIAL LOADING REGIONS AT ROOF j 111 4; HATCH INDICATES SNOW DRIFT ZONE. PORTIONS OF ® TRUSSES WITHIN THIS AREA TO BE DESIGNED FOR community Is planning Is ADDITIONAL TOP CHORD SNOW LOAD OF 20 PSF. 2555 WALNUT STREET DENVER COLORADO N205 x^xrv.kepluM1cw HATCH INDICATES SNOWDRIFT ZONE. PORTIONSOF TRUSSES WITHIN THIS AREA TO BE DESIGNED FOR ADDITIONAL TOP CHORD SNOW LOAD OF 16 PSF. s.RucrvsAL sx slxssss HATCH INDICATES SNOW DRIFTZONE. PORTIONS OF ® TRUSSES WITHIN THIS AMATO BE DESIGNED FOR ADDITIONAL TOP CHORD SNOW LOAD OF 10 PSF. i HATCH INDICATES SNOW DRIFT ZONE. PORTIONS OF ® TRUSSES WITHIN THIS AREA TO BE DESIGNED FOR W ADDITIONAL TOP CHORD SNOW LOAD OF 23 PSF. HATCH INDICATES REGION OF ROOF TRUSSES TO - BE DESIGNED FOR AN ADPL. TOP CHORD DEAD LOAD OF 50 PSF FOR NIECE. UNITS. HATCH INDICATES REGION OF ROOF TRUSSES TO BE ® DESIGNED FOR AN ADD'E. TOP CHORD DEAD LOAD OF Q 5 PSF FOR FUTURE PHOTOVOLTAIC PANELS. a TRUSSES WITHIN THIS REGION SHALL BE ABLE TO SUPPORTA TOP CHORD DEAD LOAD POINT LOAD OF 190%@ ANY POINT ALONG THE LENGTH OF THE W TRUSSES. (SEE BELOW FOR MOIL. NOTES). -PHOTOVALTAIC (P.M.) SYSTEM SHALL BE ATTACHED. USE OF A BALLASTED P.V. SYSTEM IS NOT PERMITTED. -MAXIMUM SIZE OF THE P.V. PANELS SHALL BE 6'8" x T-3'. -PI PANELS SHALL BE ORIENTED WITH THE LONG DIRECTION PARALLEL TO THE ROOF TRUK SPAN. -THE P.V. PANEL CENTERLINE SHALL BE LOCATED BETWEEN TWO ROOF TRUSSES & THE ATTACHMENTS OF THE PANEL SHALL APPLY LOAD TO EACH OF TWO ROOF TRUSSES EQUALLY. I I 1 I I I I I I I Qe 1 ROOF FRAMING PLAN - AREA B NOTES: 118"=1'-0" O O 1. RE: 500.0. S00.1, & SO0.2 FOR TYPICAL ROOF FRAMING NOTES. PROJECT TRUE 2. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY T#,,BM&U CALLOUTS. FOR BEAMS & COLUMNS THAT ARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE:S00.2 FOR SHEAR WALL REQML, STUD WALL SCHEDULES,& SHEATHING REPM. NP. 4. REFER TO ARCH. DRAWINGS FOR ROOF DRAIN LOCATIONS &MUSS SLOPE INFORMATION. 0 RE: SO -0.5 FOR BEAM, COLUMN, JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES E " 19 MATCHUNE KEY PLAN O 111 4; 11 KEPHART community Is planning Is archiacture 2555 WALNUT STREET DENVER COLORADO N205 x^xrv.kepluM1cw ANCHOR ENGINEERING s.RucrvsAL sx slxssss 253517th 51re emec C,I,, 91330211 303-783-4797 03- www a.che.s.cam O i Z W � NQ�� r Q a W W Cn N U z 0 W W D CFy �oe,'.PDO'sc �`�S%ONAL Ems\ No. Date Issue m D PERMITRARA u 1 Canew RFSusanTAL IMNER REv. 2 Sulam BpR wsxR3 s SN z 0 5 Project Engineer SJB Reviewing Engineer RMS Data 07/25/2019 jab Number INKS Drawn By EGI Checked By RMS Title ROOF FRAMING PLAN - AREAE Sheet Number S6=Oml 1U STRUCTURAL KEYNOTE SCHEDULE 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCEIZ COLUMN CAPS @EA. BEAM. 3. PROVIDE SIMPSON HUC48 CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUCZI0 (MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC21&2(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ THIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN LP's wl SIMPSON CS1 NMI STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW WI 100 NAILS @ 6' 0.c. FULL HEIGHT. 8. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 551.0.2. 12. OPEN TO BELOW. 13. PRE.ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ THIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS. @ 8'o.c. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 7/SMS FOR ADD'L INFO. 15. PROVIDE CONT.DBL. 26 TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTENPUESw1160NAILS@12"o.c.. FASTEN EA. ENOwI(2) SIMPSON A35 CLIPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOLDOWN TO T.O. STEEL BEAM WI Y1s' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.5W10 HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I"PLANLEFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM wl TIO' LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK-0UT Wl (3) SIMPSON A34 CLIPS. 20. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys• FILLET WELDS ON EA SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1-LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOUOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOUOWN SCHED. FOR ADVL. INFORMATION. 23. PROVIDE SIMPSON ECCQLI-].15DS2.5 COLUMN CAP wI STRAPS ROTATED 9W. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ 8' o.c. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR 1720, ORYII MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W800 ELEVATOR HOIST BEAM, RE: M&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.0 w/(3) SIMPSON SDWSMWDB SCREWS@ 12' o.c. 28. STRAP AROUND CORNER OF T.O. PARAPET wl SIMPSON CS16x3'-0"STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. M. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REOD FOR VENTS. 32. PROVIDE SINGLE 202 wl (1) SIMPSON 1590 CLIP @EA. END @THIS LOCATION. M. PROVIDE CONTIDBL 1Y'x5X'ITOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 1W NAILS @ 12' cc- FASTEN EA. END w/ (2) SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMNTYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. 38. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER 111(2)ROM X'0x6"TTIEN HD ANCHORS @24'o.c, INSTALL ROWS Zj4- FROM TOP & BOT. OF LEDGER. 40. PROVIDE 1112 LEDGER FASTENED TO EA. STUD w/(2) SIMPSON SDW822406DB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH (2) LAYERS OF GYPSUM BOARD. LOCATE TOP & BOT. SCREWS 2 -MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREWS ARE INSTALLED TO EA. STUD FROM (1) SIDE. III PROVIDE 2x8 LEDGER w/(4)1W NAILS @24'ox. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0- MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0- MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CGO66S052.5 COLUMN CAP. PROVIDE (1) 2R ON EA. SIDE OF PSL POST & FASTEN WI SDWS22400D6 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15152.5 COLUMN CAP wI STRAPS ROTATED 90". Q. PROVIDE SIMPSON ECCO665DS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)16A NAILS. 48. PROVIDE 2x12 LEDGER WI(2) SIMPSON SDWS225WDB SCREWS @17 o.c. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, W. WELD KNIFE RTO STEEL HSS COLUMN III YIC FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED Ewl& FILLET WELD ALL MOUND. PLF (DL) & 300 PLF (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w/(2)ROWS)POO- SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: 35]-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ANIL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. ME PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SIM 58. PROVIDE EMBED 0EKX8X 43-WI(4)Y2"ix5-H A.S., RE: 21S]-02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 3614 PATTERN & (1) WELDED SIDELINE FASTENER PER SPAN. 58. MUTER CHANNELS & WELD at YTS• FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYxxBW-8-WI(4)y'e"0x8'HAS. SPACED @4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE WI Yd FILLET WELD OR PROVIDE CAP SIM. TO 131SOIGA. W. PROVIDEDBL.18'LVL LEDGER w/(2)ROWS)POO- SIMPSON TITEN HD SCREW ANCHORS @ 16" ec., RE: 35]-0.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T 0.0, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @ HATCHED REGION. 62. PROVIDE DBL. 18'LVL LEDGER wt(3)ROWSJ¢'0x8' SIMPSON TITEN HD SCREW ANCHORS @ 1T' o.c., INSTALL TOP ROW OF SCREWS 4" MIN. FROM T.O.C. & 4' BTWN. ROWS, PROVIDE MOISTURE BARRIER STAN. LVL LEDGER & CONC. WALL. M. PROVIDE P.T. 2x12 LEDGER WI(2)ROWS $'0x0'SIMPSON TITEN HD SCREW ANCHORS@ 24'o.c., INSTALL ROWS Z'FROM TOP &BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCQ412SDS CONCEALEDFLANGE HANGER @THIS LOCATION. S 85. SHEATHING NOT TO BREAK SHAFTUNER @ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE lu TYP. CONDITION wI THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL 66. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP E. R. STRAPPING TO OCCUR @EA LEVEL D I U N I I I I I I I I 60 2 TI F J G-- �II n � --I II 3 II =I T1 G_�� =SII ILLI IILI y _ µr- B5- R 2T yI II 2T �L HI� 3K J 3K ILL 3 II 3R.I ✓ I,Li b (DI� 3K -3K I 1 6-0. III _--_-_-_-_+_-_-_-_-_ 2 I I RE: SO -0.5 FOR BEAM, COLUMN, JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES I I rd ® HATCH INDICATES SNOW DRIFT ZONE. PORTIONS OF TRUSSES WITHIN THIS AMA TO BE DESIGNED FOR 111 �� ADDITIONAL TOP CHORD SNOW LOAD OF 28 PER, KEPHART HATCH INDICATES SNOW DRIFT ZONE. PORTIONS OF TRUSSES WITHIN THIS AREA TO BE DESIGNED FOR ADDITIONAL TOP CHORD SNOW LOAD OF 16 PSE. ® HATCH INDICATES SNOW DRIFT ZONE. PORTIONS OF TRUSSES WITHIN THIS AREA TO BE DESIGNED FOR ADDITIONAL TOP CHORD SNOW LOAD OF 10 PSF. ® HATCH INDICATES SNOW DRIFT ZONE. PORTIONS OF MOSSES WITHIN THIS AREA TO BE DESIGNED FOR ENGINEERING ADDITIONAL TOP CHORD SNOW LOAD OF 23 PSF. 2535 17th'D ., Co19330211 313 3 09) e,,n 0 30 cem HATCH INDICATES REGION OF ROOF MOSSES TO _ BE DESIGNED FOR AN ADD'L. TOP CHORD DEAD LOAD OF SO PSF FOR MECH. UNITS. ® HATCH INDICATES REGION OF ROOF TRUSSES TO BE DESIGNED FOR AN ANI L. TOP CHORD DEAD LOAD OF [O] 5 ESE FOR FUTURE PHOTOVOLTAIC PANELS. MOSSES WITHIN THIS REGION SHALL BE ABLE TO Q\/ SUPPORT A TOP CHORD DEAD LOAD POINT LOAD OF 190 @ ANY POINT ALONG THE LENGTH OF THE LLL , TRUSSES. (SEE BELOW FOR ADD -L. NOTES). PHOTOVOLTAIC NOTES: -PHOTOVALTAIC(P.M.) SYSTEM SHALL BE ATTACHED. USE OF A BALVSTED P.V. SYSTEM IS NOT PERMITTED. - MAXIMUM SIZE OF THE P.V. PANELS SHALL BE 6',6'x 3'J". - P.V. PANELS SHALL BE ORIENTED WITH THE LONG DIRECTION PARALLEL TO THE ROOF TRUSS SPAN. -THE P.V. PANEL CENTERLINE SHALL BE LOCATED BETWEEN TWO ROOF MOSSES & THE ATTACHMENTS OF THE PANEL SHALL APPLY LOAD TO EACH OF TWO ROOF TRUSSES EQUALLY. 0 I � I I NJ W L--EW- �� EW� I z�sw1 J Ty L q T l LL J_L--- -jr - ,r - 8 � 9. 6 �--rJ_�_ II JL_ III zT II III zr- I I 3K 3 IIIm 0 III 3K - 25 LD; _ �- --- _-_-_-_ 3 - 77 .. BIM:...::':: i:: :;+i::,'.:.i:'i:l E ril r-1 , 0 ' .':.''1: rJI':i':i':i'' a III < B51 sW1 ..a.'}...' III III 1 �� � ILII II I � Ip sw1 sw1 15 �L _ III III F__I-1l� '� EF` &o. T1Tt J II T1 3 III III 1 II 6 0. II III II 8.0. 2T 2T ILII III � i Tr I I 3K 3K III III 3K 3K 2i moss;JII TIL _�_�rz J BS 1 Oe Qe bR bS 1 ROOF FRAMING PLAN - AREA C NOTES: 118"=VEV O O 1. RE: S"b,SO4U.&S00.2 FOR TYPICAL ROOF FRAMING NOTES. PROJECT TRUE 2. RE: SCHEDULES FOR TRUSSES, BEAMS,& COLUMNS AS INDICATED BY TN,B#& CX CALLOUTS. FOR BEAMS & COLUMNS THAT PRE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE.S&0.2 FOR SHEAR WALL MOM., STUD WALL SCHEDULES,& SHEATHING REO -M. TYP. 4. REFER TO ARCH. DRAWINGS FOR ROOF DRAIN LOCATIONS &MUSS SLOPE INFORMATION. 67. PROVIDE SIMPSON CS16x6'-0' STRAP @ EA. ELEV. WALL TOP R& ALIGN CORRIDOR JOIST TOA EPTST P.ST PNG OOCCU 66. BALLO -F INT RIO EL AOR OR W LB 0 L. OP 69. PROVIDE 'C10- STUB POST BTWN. FLUSH STEEL BEAM & DROPPED STEEL BEAM. WELD EA. SIDE OF STUB POST TO BEAM FLANGES wt 2- FILLET WELD TOP & BOT. 70. FRAMEINT.ELEV.COREWALL WIIXN3W SLSTUDS@IVO.C.(ROOFT04MFLOOR). 71. PROVIDE (4) SIMPSON DI EVENLY SPACED @STAIR AWNING. FASTEN MGM RAFTERS TO WALL STUDS o %-0x4• IAG SCREWS. FASTEN TO RAFTERS WI SO g8 1I SCREWS. 72. SHEATHE INTERIOR FACE OF 2x4 ELEV. CORE WALL WI X, WOOD STRUCTURAL PANELS! f- f- MAT=CH1CHUNE 12n KEY PLAN O IT D 111 �� ■ KEPHART community • planning a aicbitecture 2555 WALNUT STREET DENVER, Ca OKIuro Mom vrww.EePlun<om JANCHOR ENGINEERING s.suc.uaaL Ex am EEes 2535 17th'D ., Co19330211 313 3 09) e,,n 0 30 cem ,ww).meE I FM Z [O] W Q\/ LLL , Q a�W Q � � W W w 0�� W w ;L 38160 s: •, 03125120211 No. Dela Issua eadon PERMESUMI 1 1YNMV AL II REV 2 aurum OWNEaa Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS The ROOF FRAMING PLAN - AREA C Sheet Number S6-0.2 D �U STRUCTURAL KEYNOTE SCHEDULE 1. DOT HATCH INDICATES OVER -FRAMING, TYP. WHERE SHOWN THUS. 2. MITER BEAMS& PROVIDE SIMPSON LCE4Z COLUMN CAPS @EA.BEAM. 3. PROVIDE SIMPSON BOOM CONCEALED FLANGE HANGER @THIS LOCATION. 4. PROVIDE SIMPSON HUC2104(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. 5. PROVIDE SIMPSON HUC210-2(MAM CONCEALED FLANGE HANGER @THIS LOCATION. 6. BREAK DSL. TOP @& BEAR BEAM DIRECTLY ON COLUMN@ HIS LOCATION. STRAP ACROS&AROUND COLUMN TO BROKEN IA's wt SIMPSON CS1 NNE STRAP. 7. PROVIDE SIMPSON HUC212-3(MAX) CONCEALED FLANGE HANGER @THIS LOCATION. B. PROVIDE VERT. 2x6 SQUASH BLOCKING ON EA. SIDE OF BEAM TO MATCH COLUMN WIDTH ABOVE. NAIL COLUMN PLIES BELOW WI 10d NAILS @ 6' c.c. FULL HEIGHT. 9. PROVIDE SIMPSON LT$12 TWIST STRAP FROM BEAM TO COLUMN @THIS LOCATION. 10. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 11. PROVIDE STRAPPING & BLOCKING @ JAMB PER 557.0.2. 12. OPEN TO BELOW. 13. PRE-ENGINEERED BLOCKING PANELS@ INTERIOR BEARING WALL SHALL BE DESIGNED FORA DRAG LOAD OF 100PLF @ HIS LOCATION. 14. PROVIDE ENDWALL TRUSS VERTS.@ 8'ec. FOR EXTENTS SHOWN FOR CORRIDOR LEDGER ATTACHMENT. SEE 71SMS FOR ADD'L. INFO. 15. PROVIDE CONT.DBL. 26 TOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES WI160 NATES @ 12" o.c.. FASTEN EA. ENI (2) SIMPSON A35 CLIPS TO ADJACENT COLUMN & ADJACENT WALL 16. WELD THREADED ROD OF HOEDOWN TO T.O. STEEL BEAM wl lis' FILLET WELD@THIS LOCATION. 17. PROVIDE SIMPSON HHUSS.WIIO HANGER @THIS LOCATION. 18. BEAM SHALL BE LOCATED I"PLM-EFT FROM CENTERLINE OF 2x6 WALL ABOVE @THIS LOCATION. 19. PROVIDE SIMPSON MIT418 TOP -RANGE HANGER TO STEEL BEAM NAILER @@THIS LOCATION. PACK OUTWEB OFADJACENT STEEL BEAM w/ 1'-0" LENGTH OF MATERIAL& FASTEN LVL BEAM TO PACK -OUT w/ (3) SIMPSON A34 CLIPS. 20. PROVIDE SIMPSON HUC212-2 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1"LONGys` FILLET WELDS ON EA SIDE OF HANGER- (4) TOTAL. 21. PROVIDE SIMPSON HUC212-3 CONCEALED FLANGE HANGER& WELD TO STEEL COLUMN WI (2)1-LONGYI3 FILLET WELDS ON EA. SIDE OF HANGER -(4) TOTAL. N. PROVIDE (2) HOEDOWN STRAPS SIDE BY SIDE@ THIS LOCATION, RE: HOEDOWN SCHED. FOR ADD'L. INFORMATION. 23. PROVIDE SIMPSON ECCC.1-].15DS2.5 COLUMN CAP wI STRAPS ROTATED 90•. PROVIDE SINGLE PLY LVL BLOCK TO INFILL REMAINING COLUMN CAP WIDTH. PROVIDE (1) 2W ON EA SIDE OF PSL POST & FASTEN w/SDWS224NDB SCREWS @ S' D.C. 24. 'LOW" BEAM REFERS TO HEADER ABOVE NANAWALL. THE HEADER HAS BEEN DESIGNED FOR N20, OR);e MAX DEFLECTION. THE HEADER IS INTENDED TO SUPPORT ONLY THE DEAD LOAD OF THE DOOR. A MIN.$" SEPARATION SHALL BE PROVIDED BTWN. NANAWALL HEADER & FRAMING ELEMENTS ABOVE. 25. W800 ELEVATOR HOIST BEAM, RE: 815&0.1 FOR CONNECTION TO PRECAST CONIC. WALL. 26. PRECAST CONCRETE CORE ROOF, ROOF & CONNECTION TO ADJACENT PRECAST CONIC. CORE WALLS BY OTHERS. 27, FASTEN THE 2x8 LEDGER IN DETAIL WS8-0.Ow/(3) SIMPSON SDWS22NODB SCREWS@ lz'o.c. 28. STRAP AROUND CORNER OF T.O. PARAPET wI SIMPSON CS16x3'-0' STRAP. N. PROVIDE SIMPSON 1212HL STRAP TIE@ T O. ADJACENT PARAPETS. 30. PROVIDE SIMPSON 1212HT STRAP TIE@ T.O. ADJACENT PARAPETS. 31. STICK -FRAME ROOF AS REOD FOR VENTS. 32. PROVIDE SINGLE 202 wl(1) SIMPSON LSW CLIP @EA. END @THIS LOCATION. M. PROVIDE CONT. DBL 1Y'x5X'ITOP @@ BALCONY HALF WALL (NO SPLICE PERMITTED). FASTEN PLIES wt 1W NAILS @ 12.0 c- FASTEN EA. END w/ (2) SIMPSON AM CLIPS TO ADJACENT COLUMN & ADJACENT WALL. M. STUDS SHALL BE SPACED@ W o.c. FOR EXTENTS SHOWN. 35. DISCONTINUE LEDGER @ FLUSH STAIR BEAMS & FASTEN HANGER DIRECTLY TO COLUMN,TYP. 36. PROVIDE SIMPSON HUC416 CONCEALED FLANGE HANGER @THIS LOCATION. 37. EXTEND BEAM TO ACCEPT HANGER @THIS LOCATION. 38. HATCH INDICATES LOW LANDING. 39. PROVIDE P.T. 2x12 LEDGER W1 (2) ROWS'OvIETITEN HD ANCHORS @ 24'o.c. INSTALL ROWS 24f' FROM TOP &SOT. OFLEDGER. 40. PROVIDE 2x12 LEDGER FASTENED TO EA. STUD at (2) SIMPSON SDW8N4OMB SCREWS. USE SDWS22MODB SCREWS IF FASTENED THROUGH 2 LAYERS OF GYPSUM BOARD. LOCATE TOP &BOT. SCREWS 2' MIN. FROM EDGE OF LEDGER. 41. STAGGER LEDGER FASTENING BTWN. STUDS ON EITHER SIDE OF WALL SO THAT (3) SCREENS ARE INSTALLED TO EA. SND FROM (1) SIDE. 42. PROVIDE 2x8 LEDGER w/(4)1W NAILS @2V Dc. MAX. 43. PROVIDE SIMPSON CS14 STRAP @ THIS LOCATION. ALIGN FACE OF BEAM WI FACE OF INTERIOR STUDS TO ACCEPT STRAP. EXTEND STRAP 2'-0' MIN ON BEAM & FILL ALL NAIL HOLES. EXTEND STRAP TO FACE OF INTERIOR STUD WALL T-0- MIN., PROVIDE BLOCKING BTWN. STUDS FOR STRAP & FILL ALL NAIL HOLES. 44. PROVIDE SIMPSON CCO°BSDS2.5 COLUMN CAP. PROVIDE (1) 2W ON EA. SIDE OF PSL POST & FASTEN WI SDWS224006 SCREWS @ 8" ec. 45. PROVIDE SIMPSON ECCO].1-].15D52.S COLUMN CAP w1 STRAPS ROTATED 90". 46. PROVIDE SIMPSON ECCOONDS2.5 COLUMN CAP @THIS LOCATION. 47. BEAR LVL BEAM DIRECTLY ON STEEL HEADER @THIS LOCATION. PROVIDE 1W LVL BEARING BLOCK ON EA. SIDE OF BEAM & FASTEN TO BEAM w/ (12)16A NAILS. 48. PROVIDE 2x12 LEDGER W1 (2) SIMPSON SDWS225WDB SCREWS @17ec. 49. PROVIDE SIMPSON HUC416 CONCEALED -FLANGE HANGER WELDED @THIS LOCATION, W. WELD KNIFE RTO STEEL HSS COLUMN WIIis" FILLETWELD ALL AROUND. WELDCOLUMN TO EMBED EWI& FILLET WELD ALL MOUND. PLF (DL) & 300 OUR (SL) FOR EXTENTS SHOWN. 52. PROVIDE DBL. IV LVL LEDGER w/(2)ROWSJ¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 24" o.c., RE: M7 -D.1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS 4" MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 53. PRECAST MANOR TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 35 PUP (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 53. PRECAST MANOR TO DESIGN WALL FOR ADUL. LINE LOAD FROM ROOF TRUSSES OF 35 PLF (DL) & 40 PLF (LL) FOR EXTENTS SHOWN. 54. PRECAST MANOR. TO DESIGN WALL FOR ADD'L. LINE LOAD FROM ROOF TRUSSES OF 200 PLF (DL) & 270 PLF (LL) FOR EXTENTS SHOWN. 55. FREE WEIGHTS MOVE (BENCHES,DUMBBELLS, PLATES) SHALL NOT BE PLACED ON TOP OF FLOOR TRUSSES. THEYARE ONLY PERMITTED TO BE LOCATED ON THE P.T. SLAB. 58. PROVIDE EMBED PEKX8X S'WI(4)ye"ax5-HA.S., RE: 21ST -02. 57. VULCRAFT 1.5622 GAUGE ROOF DECK, PROVIDE Y' DIA. PUDDLE WELDS AT SUPPORTS IN A 3614 PATTERN & (1) WELDED SIDE -IAP FASTENER PER SPAN. 58. MITER CHANNELS & WELD w1 X16• FILLET WELD ON INTERIOR CORNER FULL HEIGHT OF CHANNEL. CHANNELS TO FACE INWARD. S. PROVIDE EMBED RYxBW-8-WI(4)NME HAS. SPACED @ 4- o.c., WELD COLUMN TO EMBED IY WIV FILLET WELD ALL AROUND. @ TOP, WELD COLUMN TO BEAM BOT. RANGE WI )s" FILLET WELD OR PROVIDE CAP SIM. TO 131SO,0A. W. PROVIDEDBL.18'LVL LEDGER w/(2)ROWS4¢Yx8' SIMPSON TITEN HD SCREW ANCHORS @ 16" ex., RE: 3 SO`F)1 FOR SIM. CONDITION. INSTALL TOP ROW OF SCREWS C MIN. FROM T O.C, PROVIDE MOISTURE BARRIER 6TWN. LVL LEDGER & CONC. WALL. 61. RE: FLOOR MUSS SCHED. ON SHEET SO -0.5 FOR SPECIAL LOADING RECTA. @HATCHED REGION. 62. PROVIDE DBL. 18' LVL LEDGER wt(3)ROWSJ¢'erb' SIMPSON TITEN HD SCREW ANCHORS @ 1z' o.c., INSTALL TOP ROW OF SCREWS r MIN. FROM T.O.C. & 4-BTWN. ROWS, PROVIDE MOISTURE BARRIER BTWN. LVL LEDGER & CONC WALL. M. PROVIDE P.T. 2x12 LEDGER WI(2)ROWS $'Ex0'SIMPSON TITEN HD SCREW ANCHORS@ 24'o.c., INSTALL ROWS Z'FROM TOP &BOT. OF LEDGER. 64. PROVIDE SIMPSON HUCC412SDS CONCEALED -FLANGE HANGER @THIS LOCATION. 85. SHEATHING NOT TO BREAK SHAFTUNER@ FIRE WALL, RE: ARCH. (&S74.2 SHOWS THE w TYP. CONDITION wI THE FLOOR SHEATHING RUNNING THROUGH THE SHAFTUNERL E6. PROVIDE SIMPSON CS16x6'-0' STRAP & STRAP AROUND OUTSIDE CORNER OF DBL. TOP o R. STRAPPING TO OCCUR @EA LEVEL e I N I =AT=NEIN- IIs ----- �_- I r II C II 3K 2T 9 3K 6 d- Asa STRUCTURAL KEYNOTE SCHEDULE 67. PROVIDE SIMPSON C516x6'-0•STRAP 0EA. ELEV. WALL TOP E& ALIGN CORRIDOR JOIST T A CEP S P PP NG 0 C V 68, BALLO J -F M INT RIO E VA OR OR W LLS 0 L. OP . 69. PROVIDE'C10'STUB POST BTWN. FLUSH STEEL BEAM& DROPPED STEEL BEAM. WELD EA SIDE OF STUB POST TO BEAM FLANGES WI2" FILLET WELD TOP & BOT. 70. FRAME IM.ELEV. CORE WALLS W11y'XV'LSL STUDS@ 16' o.c.(ROOF TO 41h FLOOR). 71. PROVIDE (4) SIMPSON D71Z EVENLY SPACED@STAIR AWNING. FASTENFROM RAFTERS TO WALL STUDS wt X' 0x4' LAG SCREWS. FASTEN TO RAFTERS wt SO SCREWS. 72. SHEATHE INTERIOR FACE OF 2x4 ELEV, CORE WALL w/ %a• WOOD STRUCTURAL PANELS ----L------------1------------1------------1------------�----- 1 I I I I y III I I I I � 6 I, I I I I 5 I I a GT 5 - LI L-_. &o. L 9 _ � C7 J L__= C7r� 14 T1 _ _ - J 9. -� =--II ° �[I� _ �I� IL IN 11 TI II TI --�- -1r- -�- II7 R IF I I I 11 Ol= 3K 3K -I IGT °d -- J II 3 II r T1 TIS e-0. _-__-ZT J 2T AV .-..-sic LA ---1� - --- I.I- --- - ��I,//- - ZT uII 3 L J 3K B6 B6 BB - B5 - -II 0-0. :' II11'I c4 zT zT 2r 2r 3K .---I Br ---1 eW- - r-�I UP - I •-�- _ J L __-_ �. 3K - BB• --ABB ILII T T TBfi 3K I 4 2 3K 3K 3K ..;-� I I, '�----------i ------ - ------ -----------------.Illm zT SPECIAL LOAD ][NG REGIONS AT ROOF I. II I Im r HATCH INDICATES SNOW DRIFT ZONE. PORTIONS OF +11 ,�I LEW 5W1 3K ® TRUSSES WITHIN THIS AREA TO BE DESIGNED FOR 1 SW1 ADDITIONALP CHORD SNOW LOAD OF 28 ABF. J � 14�I1 HATCH INDICT TES SNOW DRIFT ZONE. PORTIONS OF Ir ..-..-..'YI--a-__-� T _ ADD TIONPL TIP CHORD NOW LOAD OF 6NF.R +1y ----. E .-..-..-EW - 1 - . 'SW 3K HATCH INDICATES SNOW DRIFT ZONE. PORTIONS OF I 1{I .'...::}.': /.,:9UG.,. u 2 ® TRUSSES WITHIN THIS AREA TO BE DESIGNED FOR y III'.':'I ADDITIONAL Ti1P CHORD SNOW LOAD OF IO PSP. f I I ':.,i:l ,�.:, :,:. _t '}:,.;: , -'zr> r=te 5T IT '�' �"' V LSI III 3K HATCH INDI YES SNOW DRIFT ZONE. PORTIONS OF y II \:3:3: 3� i TRUSSES WIT IN THIS AREA TO BE DESIGNED FOR III u ILII "l �1" ADDITIONPLT P CHORD SNOW LOAD OF 23 PSF. III III 3K HATCH INDICAITES REGION OF ROOF TRUSSES TO II I S I BEDESIGNED ORAN ADDT. TOP CHORD DEAD I>-1--_ I T, III -_-_ T, III LOAD OF SO PAIR FOR MECH. UNITS. +11 �f I3 15 III HATCHINDICATEB REGION OF ROOF TRUSSES TO BE 1 2i DESIGNED TO AN ADD'L. TOP CHORD DEAD LOAD OF ! 3 I IF I III 3K ® 5PST FOR FU URE PHOTOVOLTAIC PANELS. TRUSSES WIT IN THIS REGION SHALL BE ABLE TO III III -_ SLI SUPPORTATP CHORD DEAD LOAD POINT LOAD OF 1 T_ 1900 @ AN V P4WINT ALONG HE LENGTH OF THE ILK 3K III III 31( 3 12T J i I TRUSSES., SBE BELOW FOR ADSL. NOTES). r BSt J I T I L BS 3K I 2 PHOTOVOLTAIC NOTES: J - PHOTOVALTAIC(P.M.) SYSTEMS LL BE ATTACHED. USE OF A BALLASTED P.V. J LU� = B8 -J L - gg SYSTEM IS NOT PERMITTED. y -MAXIMUM SIZE OF HE P.V. PANELS SHALL BE 6'-6' x 34". I2T 2T CB -P.M. PANELS SHALL BE ORIENTED ILJIH THE LONG DIRECTION PARALLEL TO THE 3K 9( 5W1 5W1 ROOF TRUSS SPAN. I y 1 1 HEATTACHMENTSOTHE P V PANEL FTHEPAN SHALLLINE SEA L BE QAPPLYLOADTOEACHOCATED BETWEEN TWO PTWO ROOFOF S& + '•0. TRUSSES EQUALLY. I y I I I I I I I I I I I I I =I I I I I Qy Ce Ee He �J bKY 1 ROOF FRAMING PLAN - AREA D O O NOTES. 1I0"=1'-0" 1. RE: SO 00,50-0.1,& SO 02 FOR TYPICAL ROOF FRAMING NOTES. PROJECT TRUE 2. RE: SCHEDULES FOR TRUSSES, BEAMS, & COLUMNS AS INDICATED BY T#,B#&C#CALLOUTS. FOR BEAMS & COLUMNS THAT ARE NOT CALLED OUT PLEASE SEE NOTES IN SCHEDULES. 3. RE:SOFJ2 FOR SHEAR WALL MOM., STUD WALL SCHEDULES,& SHEATHING REQ -M. TYP. 4. REFER TO ARCH. DRAWINGS FOR ROOF DRAIN LOCATIONS& MUSS SLOPE INFORMATION. AREA'A' AREA B' REA'D' AREA'C� RE: SO -0.5 FOR BEAM, COLUMN, JOIST/FLOOR TRUSS, & ROOF TRUSS SCHEDULES N KEY PLAN IT z z DOz EDw D z 0 LL a 0 0 IN *** ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLOa woos �_kePn.D<� ANCHOR ENGINEERING s.sucTO Lal 2533 17th t, D,nrec Co180211 03 783SO947997 F,, 303 8330 9133 I FM U] Z W Q\/ LLL , �`�Ir�ijlll am W/ WW/ �W W 0 z W Q,p.00 L lCF :� 38160 s: �•, 03/2512021�i Dela Issue (Baden PERMESUMUAL 1YNMV x Iq NER REV alnum 4WNERR [Pmlect Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title ROOF FRAMING PLAN -AREA D Sheet Number S6-0.3 z z DOz EDw D z 0 LL a 0 0 F 0 0 a U N NOTE: BOUNDARY NAILING APPLIES IN ALL SECTIONS ® Rs, BLOCKING PANELS, TRUSS MANOR TO SPECIFY 8 SUPPLY ALL TRUSS TO & EDGE OF SHEATHING IN ALL CONDITIONS & PROVIDE BLOCKING TRUSS CONNECTIONS, TRUSS TO WOODBEAM STUD WALL, WHERE REQ, RE: GENERAL NOTES AND SCHEDULES FOR ADD. FEE. CONNECTIRS,& WOOD -BEAM TO TRUSS CONNECTIONS REO PLAN/GENERAL NOTES FOR STUD & SHEATHING FEDER STUD WALL, RE: PLANIGENERAL NOTES FOR STUD & SHEATHING REO -M. BRICKVENEER DOUBLE 2x SOLE R NAIL EACH PLY BRICK VENEER DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE PER SHEAR WALL SCHEDULE (WHERE APPLICABLE), (WHERE APPLICABLE), BOUNDARY NAILING, RE: PLAN RE: PLAN RE: PLAN GYPSUM BASED TOPPING w/ GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT, RE: ARCH ACOUSTIC UNDERLAYMEW YMEM, RE: ARCH BOUNDARY BOUNDARY 4 NAILING, RE: PLAN FLOOR SHEATHING, RE: PLAN NAILING, RE: PLAN FLOOR SHEATHING, RE: PLAN 00. SHEATHING SPLICE SHEATHING SPLICE ENDWALL TRUSS w/ 2x4 TR LOCATION LOCATION& BOT. CHORDS & 2x4 VERT. BOUNDARY BOUNDARY < WEBS@16'o.c.MAX. NAILING, RE: PLAN 2x4 CONT. RIBBON NAILING, RE: PLAN BAND wl (3)16I NAILS MIN. INTO U. TRUSS PRE-ENGINEERED FLOOR PRE-ENGINEERED FLOOR PRE -FABRICATED FULL DEPTH / TRUSSES, RE: PLAN TRUSSES, RE: PLAN BLOCKING PANELS STAN. FLOOR TRUSSES, RE: 450.0.4, TYP, DBL 2x TOP R CONT. DBL 2x TOPRCONT. (4'-0' LAP SLICES MIN.) SPLICES MIN.) BOUNDARY NAILING, RE: PLAN STUD WALL, STUD WALL, BRICK LINTEL ANGLE, RE: PLAN/GENERAL NOTES FOR BRICKLINTELANGLE, RE: PLANIGENERAL NOTES FOR FIRE -RATED AIRSPACE RE: GENERAL NOTES STUD 8 SHEATHING REO'M. RE: GENERAL NOTES STUD & SHEATHING REO'M. RE: ARCH FOR LINTEL SCHED. FOR LINTEL SCHED. -WHERE WOOD STRUC. PANEL SHEAR WALLS ARE SPECIFIED, WOOD HEADER WHERE WOOD HEADER WHERE PANELS SHALL BE APPLIED DIRECTLY TO STUDS B GYPSUM BOARD WOGDHBLE,RE: PLAN WOODABLE,RE: PLAN SHEATHING RW'D. BY THE ARCH DRAWINGS SHALL BE APPLIED ON TOP OF THE WOOD STRUC PANELS. 1 SECTION 314'=THOR 2 SECTION 314'=1'-0- OMIT SND WALL @ SIM. DOUBLE 2x SOLE R. NAIL DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR EACH PLY PER SHEAR WCL SCHEDULE WALL SCHEDULE SND WALL, RE: PLANIGENERC NOTES FOR BOUNDARY NAILING, SND & SHEATHING REO'M. BOUNDARY RNE ILLIIINGG,, RE: P AN 1Y' GYPSUM BASED TOPPING wl IY• GYPSUM BASED TOPPING wl 4 ACOUSTIC UNDERLAVMENT, RE: ARCH ACOUSTIC UNDERLAVMENT, RE: ARCH FLOOR SHEATHING, RE: PLAN I\Il PRE-ENGINEERED WOOD BOUNDARY NAILING, RE: PLAN DBL. 2x TOP R CONT. LAP SPLICES MIN.) 3 SECTION NC THE STUD WALL, RE: PLAWGENERAL NOTES FOR STUD & SHEATHING REOM. DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE IY" GYPSUM BASED TOPPING w/ ACOUSTIC UNDERIAYMENT, RE: ARCH PRE-ENGINEEREDWOOD FLOOR SHEATHING, FLOOR ENDWALL TRUSS w/ /RE: PLAN VERT. 2x WEB MEMBERS@ 16' Gc., TYP., SHEATH & FASTEN SAME AS SHEAR WALL BELOW PRE-ENGINEERED FLOOR FLOOR ENDWALL TRUSS wl TRUSSES, RE: PLAN STUDWALL, EACH PLV PER SHEAR RE: PIAN FASTEN TRUSS BOT. CHORD RE: PLANIGENERAL NOTES FOR WALL SCHEDULE TO DBL.TOP R PER SHEAR RIPPED FULL WIDTH CAP WALL SCHED. SOLE R NAILING 6 SECTION OF SHEAR WALL BELOW STUD WALL, — BLOCKING PANELS BTWN. FLOOR RE: PLAWGENERAL NOTES FOR STUD & SHEATHING MOM. CALLOUTS APPLY TO TOPPING, RE: ARCH BOTH SIDES OF THE PPING, RE: ARCH �^ GYPSUM BASED TOP PARTY WALL DOUBLE 2x SOLE R. NAIL DOUBLE 2x SOLE R. NAIL FLOOR ENDWALL TRUSS wl PRE-ENGINEERED FLOOR STUDWALL, EACH PLV PER SHEAR RE: PIAN STUDWALL, RE: PLANIGENERAL NOTES FOR WALL SCHEDULE PRE -FABRICATED FULL DEPTH RE: PI NNIGENEMI. NOTES FOR STUD & SHEATHING REO'M. 6 SECTION SND & SHEATHING REO -M. BOUNDARYNAIt — BLOCKING PANELS BTWN. FLOOR lB'o.c,TYP., SHFA'So iJQ GYPSUM BASED RE: " GYPSUM BASED TOPPING, RE: ARCH TRUSSES, RE'. 41SD9.4, TYP. PPING, RE: ARCH �^ GYPSUM BASED TOP IN GYPSUM BASED TOPPING wl DOUBLE 2x SOLE R. NAIL wl ACOUSTIC UNDERLAYN LOOR SHEATHING, RE: PLAN ACOUSTIC UNDERLAVMENT, RE:ARCH OOR SHEATHING, RE: PLAN REf CORRIDOR CSI'f CORRIDOR CSII \SND FLOOR ENDWALL TRUSS wl PRE-ENGINEERED FLOOR RE: PLANIGENERC NOTES FOR RE: PIAN PRE -FABRICATED FULL ' community • planning a PRE -FABRICATED FULL DEPTH VERT.2x WEB MEMBERS@ APPLICABLE, RE: PLAN 6 SECTION 314'=1'-0' DEPTH BLOCKING PANELS — BLOCKING PANELS BTWN. FLOOR lB'o.c,TYP., SHFA'So ` RE: PLANIGENERAL NOTES FOR GUARDRAIL AND BTWN. FLOOR TRUSSES, TRUSSES, RE'. 41SD9.4, TYP. FASTEN SAME AS SHEAR OTHERS, RE: ARCH. DOUBLE 2x SOLE R. NAIL FACE MOUM INTPLAN RE: 4IS FOA, TYP. 4" MAX. DEPTH N W. CONIC. SCHEDULE TOPPING BV OTHERS. RE: HANGER Q\/ RECOMMENDATIONS & REDUK� WALL BLOW . LLL , a GYPSUM NG wt _ PROVIDE VERT. WEB ACOUSTIC UNDERLAED YNT RE: ARCH SECTION 3AE=THE TRUSS BEARING, TYP. PL� U Cn W CORRIDOR FRAMING, O REPLAN 99 PRE-ENGINEERED FLOOR TRUSSES PRE-ENGINEERED FLOOR W w PRE-ENGINEERE CONT. OVER BEARING WALL TRUSSES, RE: PLAN 2x12 LEDGER, ATTACH TO EA TRUSSES, WHERE SHOWN, RE: PLAN No. Date Issue oemmo PERMnsuwemu VERT. Q 16" o.c. U.N.O. wl (3) 2 OIMbID OWN aa \SND WALL, PRE-ENGINEERED FLOOR RE: PLANIGENERC NOTES FOR RE: PIAN SND & SHEATHING RED'M. community • planning a WOOD HEADER WHERE DBL. a TOP R CONT. APPLICABLE, RE: PLAN 6 SECTION 314'=1'-0' DBL 2x TOP RCOM.BOUNDARYNMLING, RE: PLAN/ARCH. FOR LOCATIONS SND WALL, OF HALF -WALL @ GUARDRAIL RE: PLANIGENERAL NOTES FOR GUARDRAIL AND SND B SHEATHING RED'M. CONNECTIONS BY RE: PLANGENERC NOTES FOR OTHERS, RE: ARCH. DOUBLE 2x SOLE R. NAIL PARTY WALL EACH PLY PER SHEAR WALL 4" MAX. DEPTH N W. CONIC. SCHEDULE TOPPING BV OTHERS. RE: SDPPLIER FOR Q\/ RECOMMENDATIONS & REDUK� . LLL , a GYPSUM NG wt LU ACOUSTIC UNDERLAED YNT RE: ARCH FASTEN TRUSS BOT. CHORD SIMPSON SDWS22500DB TIMBER TO DBL. TOPRPER SHEAR SCREWS WALL SCHED. SOLE R NAILING OF SHFARWALL BELOW BOUNDARY NAILING, RE: PLAN PRE -FABRICATED FULL _, RE:4I50-0.4, NP. FACE MOUNT HANGER, RE: PLAN RRIDOR FRAMING, PLAN2 LEDGER, ATTACH TO EA. RT. @ 16' ec. U.N.O, wl (3) PSON SDWSnWDDB TIMBERpRE-ENGINEEREDLOOR REWS TRUSSES, RE: PLAN UNDARY HAILING, RE: PLAN OEL. &TOP R CONT. STUD WALL, DEL. a TOP R CD WALL, (4'-0"LAP SPLICES MIN.) (4'-0'LAP SPLICES MIN.) RE: PLAN/GENERAL NOTES FOR (4'-0' LAP SPLICES : PLAWGENERC NOTES FOR DOUBLE 2x SOLE R. NAIL EACH PLV PER SHEAR WALL SCHEDULE BOUNDARY NAILING, E: PLPN IM. `$LORE:ARCH FLOORSHEATHING, RE: PLAN ILL PRE -FABRICATED FULL DEPTH BLOCKING PANELS BTWN. FLOOR TRUSSES DESIGN FOR A DRAG LOAD OF 300 PK 2x LEDGER TO MATCH DEPTH OF SUPPORTED FRAMING (2x10 MIN.), ATTACH TO END OF FLOOR TRUSS ® 24" ec. MAX w/ (3) SIMPSON SDWS TIMBER SCREWS D.TdWL LEDGER CAN BE INSTALLED OVER EXT. W.S.P. SHEATHING STUD WALL, RE: PLANIGENERC NOTES FOR STUD & SHEATHING REO'M. 11 SECTION 314'=1'-0' SND & SHEATHING REOM. WOOD HEADER WHERE APPLICABLE, RE: PLAN 7 SECTION LENDWALL TRUSS OR BLOCKEDGER MUST BE FASTENED ING PANELSRECTLY O&4"=1'41"UNLESS SPECIFICALLY REOD. FOR FIRE BARRIER RATING, RE: ARCH. USE SDWS22600DB SCREWS ® SUCH LOCATIONS. SND WALL, RE: PLANIGENERAL NOTES FOR SND B SHEATHING RED'M.GUARDRAIL& BOUNDARYNINLING, CONNECTIONSBY OTHERS, RE: ARCH 12 SECTION 3M'=1'-0" PROVIDE CONT. (2)1'X51¢"LVLDBL.TOP R, FASTEN EA END TO ADJACENT STUD PACKS w) (2) SIMPSON A35 CLIPS PRE -FABRICATED FULL PRE-ENGINEERED FLOOR DEPTHTRUSSES, RE: PIAN BTWN. FLOOR TRUSSES, community • planning a RE: 4150-0.4, TYP. DBL. a TOP R CONT. 1 KI NAILS INTO EA. TRUSS (4-0" IPP SPUCES MIN.)AIR RE; PLAN DBL 2x TOP RCOM.BOUNDARYNMLING, SPACE & FIREPROOFING, (4'4EUP SPLICES MIN.) RE: ARCH WOOD HEADER WHERE DBL. 2x TOP R CONT. APPLICABLE, RE: PIAN CALLOUTS APPLY TOBOTH RE: PLANGENERC NOTES FOR SIDES OF THE STUD WALL, PARTY WALL 12 SECTION 3M'=1'-0" PROVIDE CONT. (2)1'X51¢"LVLDBL.TOP R, FASTEN EA END TO ADJACENT STUD PACKS w) (2) SIMPSON A35 CLIPS D & SHEATHING REO'M. OD HEADER WHERE PLICABLE, RE: PLAN EDGER MUST BE FASTENED DIRECTLY 8 SECTION LENDWCL MUSS R BLOCKING PANELSO 34' ME UNLESS SPECIFICALLY RECD. FOR FIRE BARRIER RATING, RE: ARCH. USE SDWS22600DB SCREWS @ SUCH LOCATIONS. PAVERS,RE: ARCH o FLOOR a SHEATHING, RE: PLAN PRE-ENGINEERED WOOD FLOOR TRUSS w/ SLOPED TOP CHORD, RE: PLAN, RE: ARCH FOR TRUSS DIMENSIONS FACE MOUNT HANGERS TO BE DESIGNED B PROVIDED BYTRUSSMANUF. 13 SECTION 3M"=1'41" PRECAST WALL (BY OTHERS), RE: PLAN SND WALL, RE: PLANIGENERAL NOTES FOR SND & SHEATHING REO'M. DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE STUD WALL, RE: PLANIGENERAL NOTES FOR STUD & SHEATHING RECTA. DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE BOUNDARY NAILING, RE: PLAN 1Y' GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT. RE: ARCH FLOOR SHEATHING, RE: PLAN BOUNDARY NAILING, RE: PLAN \TRUSSES, RE: PLAN DBL 2x TOP R CONT. (4'-0" LAP SPLICES MIN.) IL STUD WCL, RE: PLANIGENERC NOTES FOR STUD & SHEATHING PEON. CALLOUTS APPLY TO BOTH SIDES OF THE PARTY WALL 4 SECTION 3PE THE STUD WALL, RE: PLAWGENERC NOTES FOR STUD & SHEATHING PEON. DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE PIAN GYPSUM BASED TING, RE: ARCH OR SHEATHING, RE: PLAN CORRIDOR CORRIDORFRAMING, RE: PLAN BOUNDARY NAILING, RE: PLAN STUD WALL, RE: PUNVGENERC NOTES FOR STUD & SHEATHING RECTA. WOOD HEADER WHERE APPLICABLE, RE: PLAN 9 SECTION YnE =1'-0' SND WALL, RE: PLANIGENERAL NOTES FOR SND & SHEATHING REC'M. BOUNDARY NAILING. RE: PLAN DOUBLE 2x SOLE R. NAIL EACH PLV PER SHEAR WALL SCHEDULE BOUNDARY NAILING, RE: PLAN 1Ya' GYPSUM BASED TOPPING w) ACOUSTIC UNDERLAYMENT. RE: ARCH PRE-ENGINEERED WOOD LOORENDWALLTRUSSw/ VERT.2x WEB MEMBERS@ 16' o.c., TYR, SHEATH & FASTEN SAME AS SHEAR WALL BELOW PRE-ENGINEERED FLOOR TRUSSES, RE: PLAN FASTEN TRUSS BOT. CHORD TO DBL. TR R PER SHEAR WALL SCHED. SOLE R NAILING OF SHEAR WALL BELOW AIRSPACE, CALLOUTSAPPLVTO RE: BOTH SIDES OF THE PARTY WCL 5 SECTION 3A' =1'-0' RE: PUN/ARCH. FOR LOCATIONS OF HALF -WALL GUARDRAIL GUARDRAILAND CONNECTIONS BY OTHERS, RE: ARCH, 4' MAX. DEPTH N.W. LONG / TOPPINGBYOTHERS. RESUPP: / I OR RECOMMENDA RECOMMENDATIONS 8 REO, RE: PL{ SLOPE.. RE ARCH o M SIMPSON HANGER, RE: PLAN 2x LEDGER TO MATCH DEPTH OF SUPPORTED FRAMING (2x10 MIN.L ATTACH TO U. VERT. @ WE o.c. wl (3) SIMPSON SOWS TIMBER SCREWS (02Tm5). LEDGER CAN BE BOUNDARY NAILING, RE: PLAN U14' GYPSUM BASED TOPPING w/ ACOUSTIC UNDERLAYMENTOR 1Y' GYPSUM BASED TOPPING, RE: ARCH i FLOOR SHEATHING, RE: PLAN 2x SOLE R FASTEN TO RIBBON PRE-ENGINEERED FLOOR w116I NAILS @ 1T o.c. TRUSSES, RE: PLANBAND 2x12 LEDGER, ATTACH TO EA community • planning a 2x4 CONT. RIBBON BAND wl (3) BOUNDARY NAILING, 1 KI NAILS INTO EA. TRUSS RE: PLAN RE; PLAN DBL 2x TOP RCOM.BOUNDARYNMLING, SHEAR WALLS TO RUN CONT. TO BOT. (4'4EUP SPLICES MIN.) RE: PLAN ENGINEERING DBL. 2x TOP R CONT. STUD WALL, (4'-0' LAP SPLICES MIN.) RE: PLANGENERC NOTES FOR STUD& SHEATHING REOM. STUD WALL, WOOD STRUCTURAL PANELS @ SHEAR RE: PLAN/GENERAL NOTES FOR WALLS TO RUN CONT. TO BOT. OF STUD & SHEATHING REC'M. D & SHEATHING REO'M. OD HEADER WHERE PLICABLE, RE: PLAN EDGER MUST BE FASTENED DIRECTLY 8 SECTION LENDWCL MUSS R BLOCKING PANELSO 34' ME UNLESS SPECIFICALLY RECD. FOR FIRE BARRIER RATING, RE: ARCH. USE SDWS22600DB SCREWS @ SUCH LOCATIONS. PAVERS,RE: ARCH o FLOOR a SHEATHING, RE: PLAN PRE-ENGINEERED WOOD FLOOR TRUSS w/ SLOPED TOP CHORD, RE: PLAN, RE: ARCH FOR TRUSS DIMENSIONS FACE MOUNT HANGERS TO BE DESIGNED B PROVIDED BYTRUSSMANUF. 13 SECTION 3M"=1'41" PRECAST WALL (BY OTHERS), RE: PLAN SND WALL, RE: PLANIGENERAL NOTES FOR SND & SHEATHING REO'M. DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE STUD WALL, RE: PLANIGENERAL NOTES FOR STUD & SHEATHING RECTA. DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE BOUNDARY NAILING, RE: PLAN 1Y' GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT. RE: ARCH FLOOR SHEATHING, RE: PLAN BOUNDARY NAILING, RE: PLAN \TRUSSES, RE: PLAN DBL 2x TOP R CONT. (4'-0" LAP SPLICES MIN.) IL STUD WCL, RE: PLANIGENERC NOTES FOR STUD & SHEATHING PEON. CALLOUTS APPLY TO BOTH SIDES OF THE PARTY WALL 4 SECTION 3PE THE STUD WALL, RE: PLAWGENERC NOTES FOR STUD & SHEATHING PEON. DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE PIAN GYPSUM BASED TING, RE: ARCH OR SHEATHING, RE: PLAN CORRIDOR CORRIDORFRAMING, RE: PLAN BOUNDARY NAILING, RE: PLAN STUD WALL, RE: PUNVGENERC NOTES FOR STUD & SHEATHING RECTA. WOOD HEADER WHERE APPLICABLE, RE: PLAN 9 SECTION YnE =1'-0' SND WALL, RE: PLANIGENERAL NOTES FOR SND & SHEATHING REC'M. BOUNDARY NAILING. RE: PLAN DOUBLE 2x SOLE R. NAIL EACH PLV PER SHEAR WALL SCHEDULE BOUNDARY NAILING, RE: PLAN 1Ya' GYPSUM BASED TOPPING w) ACOUSTIC UNDERLAYMENT. RE: ARCH PRE-ENGINEERED WOOD LOORENDWALLTRUSSw/ VERT.2x WEB MEMBERS@ 16' o.c., TYR, SHEATH & FASTEN SAME AS SHEAR WALL BELOW PRE-ENGINEERED FLOOR TRUSSES, RE: PLAN FASTEN TRUSS BOT. CHORD TO DBL. TR R PER SHEAR WALL SCHED. SOLE R NAILING OF SHEAR WALL BELOW AIRSPACE, CALLOUTSAPPLVTO RE: BOTH SIDES OF THE PARTY WCL 5 SECTION 3A' =1'-0' RE: PUN/ARCH. FOR LOCATIONS OF HALF -WALL GUARDRAIL GUARDRAILAND CONNECTIONS BY OTHERS, RE: ARCH, 4' MAX. DEPTH N.W. LONG / TOPPINGBYOTHERS. RESUPP: / I OR RECOMMENDA RECOMMENDATIONS 8 REO, RE: PL{ SLOPE.. RE ARCH o M SIMPSON HANGER, RE: PLAN 2x LEDGER TO MATCH DEPTH OF SUPPORTED FRAMING (2x10 MIN.L ATTACH TO U. VERT. @ WE o.c. wl (3) SIMPSON SOWS TIMBER SCREWS (02Tm5). LEDGER CAN BE BOUNDARY NAILING, RE: PLAN U14' GYPSUM BASED TOPPING w/ ACOUSTIC UNDERLAYMENTOR 1Y' GYPSUM BASED TOPPING, RE: ARCH i FLOOR SHEATHING, RE: PLAN YP PRE-ENGINEERED WOOD RE: PLAN FLOOR TRUSS, RE: PLAN 2x12 LEDGER, ATTACH TO EA community • planning a STUD at (3) SIMPSON DBL. 2x TOP R CONT. CORRIDOR FRAMING, H H(E LAP SPLICES MIN.) RE; PLAN WOOD BEAM, SHEAR WALLS TO RUN CONT. TO BOT. RE: PLAN 2x12 LEDGER, ATTACH TO EA. ENGINEERING STUD W C) SIMPSON Sx 303 TS783 st479) D ., Co130 9/1330111 e,, 303 8 SCW522500DB TIMBER SCREWS TIMBERSTRAND FULL STUD WALL. DEPTH BLOCKING ® 3'-0" WOOD STRUCTURAL PANELS @ SHEAR o.c. ®1ST JOIST MY WALLS TO RUN CONT. TO BOT. OF 15 FLOORSHEATHING AS SHOWN. LEDGER SHALL NOT BE INSTALLED R TOP OF Q\/ GYP.SHEATHING SND WALL, LLL , RE: PLANIGENERAL NOTES FOR SND & SHEATHING REO'M. 14 SECTION 3AE=THE ST RE: PLAN/GENERAL NOTES FOR SND 8 SHEATHINGG REAM. REO'M. 10 SECTION 314"=1'41" STUD WALL, RE: PLAN/GENERAL NOTES FOR SND&SHEATHING REO'M. DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE PRE -FABRICATED FULL DEPTH BLOCKING PANELS BTWN. FLOOR TRUSSES, RE 450-0.4, TYP. q FLOORSHEATHING, REDO PRE-ENGINEERED FLOOR TRUSSES. RE: PLAN BOUNDARY NAILING, RE: PLAN RIPPED FULL WIDTH CAP R STUD WCL, RE: PIAWGENERC NOTES FOR SND 8 SHEATHING RED'M. STUD WALL, RE: PLANIGENERAL NOTES FOR STUD & SHEATHING PEON. DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE 1Y' GYPSUM BASED TOPPING w/ ACOUSTIC UNDERLAVMENT, RE: ARCH FLOOR SHEATHING, RE: PLAN ENDWALLTRUSS I VERT. WEBS C 16" o.c. MPR. TRUSSES. RE: PLAN DEL. 2x TOP R CONT. LAP SPLICES MIN.) WOOD HEADER WHERE APPLICABLE, RE: PLAN STUD WALL, RE: PLAWGENERAL NOTES FOR STUD & SHEATHING REQWL BOUNDARY NAILING. RE: PLAN DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE BOUNDARY NAILING, RE: PLAN %' GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT OR 1J¢ GYPSUM BASED TOPPING, RE: ARCH DBL. 2x TOP R CONT. CORRIDORFRAMING, (4'4' LAP SPLICES MIN.) RE: PLAN KEPHART 2x12 LEDGER, ATTACH TO EA community • planning a STUD at (3) SIMPSON 2555 WALNUT STREET oENVER, CoLm auo woos www.kePnmr..wm SDWS225WDB TIMBER SCREWS WOOD STRUCTURAL PANELS SHEAR WALLS TO RUN CONT. TO BOT. OF FLOOR SHEATHING AS SHOWN. ENGINEERING LEDGER SHALL NOT BE INSTALLED Sx 303 TS783 st479) D ., Co130 9/1330111 e,, 303 8 ON TOP OF GYP. SHEATHING STUD WALL. RE: PLAWGENERAL NOTES FOR STUD & SHEATHING REC'M. 15 SECTION 314'=1'-0" z T& z EDw x U E rc K 111 ,, ■ KEPHART community • planning a architecture 2555 WALNUT STREET oENVER, CoLm auo woos www.kePnmr..wm ANCHOR ENGINEERING s.sucrvsat Excm EEss Sx 303 TS783 st479) D ., Co130 9/1330111 e,, 303 8 I Z W Q\/ LLL , FV+NiJ QLU PL� U Cn W O W w :� 38160 s: �'•, 03/2512021�i�h No. Date Issue oemmo PERMnsuwemu 1YNMV x 1NwNER REV 2 OIMbID OWN aa Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title FLOOR FRAMING SECTIONS Sheat Number Wil z T& z EDw x U E rc K R PRECAST WALL (BY OTHERS), REPLAN STUD WALL, RE: PLANIGENEML NOTES FOR STUD & SHEATHING REO'M. BOUNDARY NAILING. RE: PLAN DOUBLE 2x SOLE E. NAIL EACH PLY PER SHEAR WALL SCHEDULE BOUNDARY NAILING, RE: PLAN ly" GYPSUM BASED TOPPING wl ACOUSTIC UNDERUYMENT OR 1$' GYPSUM BARED TOPPING, RE: ARCH FULL -DEPTH BLOCKING FIRST JOIST BAY BRACED FRAME KEY 5 SECTION 314• =1'-0' :COLUMN PRECASTWALL(BY OTHERS), RE: PLAN STUD WALL, RE: PUNIGENERAL NOTES FOR STUD & SHEATHING REO'M. BOUNDARY NAILING, RE: PLAN SCHEDULE BOUNDARY NAILING, RE: PIAN lY4" GYPSUM BASED TOPPING wl ACOUSTIC UNDERUYMENT OR Ue" GYPSUM BASED TOPPING, RE: ARCH \ CORRIDOR FRAMING, RE: PLAN DBL. 2x TOP B COM. 2x12 LEDGER, ATTACH TO (4'-0' LAP SPLICES MIN.) EA STUD wl (3) SIMPSON SOWS TIMBER SCREWS (0.22X6" IF INSTALLED OVER (2) LAYERS OF Ys' RE: ARCH. GYP., OTHERWISE 027x5') WALLSHEATHINGTORUN CONT. TO BOT. OF FLOOR A;Z� SHEATHING STUDWALL, RE: PUWGENERAL NOTES FOR STUD & SHEATHING REQML 2SECTION 14"=1'-0' Ys' STIFFENER R, M. SIDE. R TO BE FULL WIDTH AND MULTSPANCONT. DEPTH OF MEMBER\ STEEL BEAM, RE: PLAN J per/ r 5' STEEL COLUMN d TO CAP R,NP. its ISI Y"BEARING PLATE WELDS MAY BE FIELD -WELDED � CONTRACTOR'S OPTION BRACED FRAME 6 SECTION 314"=1'-P BOUNDARY NAILING, RE: PEW IY4" GYPSUM BASED TOPPING wl ACOUSTIC UNDERUYMENT OR US' GYPSUM BASED TOPPING, RE: ARCH FLOOR SHEATHING, RE: PLAN PRE-ENGINEERED WOOD FLOOR TRUSS ATTACHED TO FACE OF LVL LEDGER, RE: PLAN, TYP. PROVIDE MOISTURE BARRIER SEWN. LVL LEDGER & MASONRY WALL y" STIFFENER R, M. SIDE. R TO BE FULL WIDTH AND DEPTH OF MEMBER 3 SIDES�Ya� T P.j—y Y' STEELCOWMN TO CAP R, TYP/x6. V $' BEARING PUTE Yx" 3 SECTION 314"=1'-0' MULTI -SPAN CONT. STEEL SEAM, RE: PLAN WELDS MAYBE FIELD -WELDED CONTRACTOR'S OPTION BRACED FRAME 7 SECTION 314'= I' -G' PRECAST WALL (BY OTHERS), RE: PIAN (2) ROMX'Ox8' SIMPSON TITEN HD SCREW ANCHORS Q 24' ec. DBL. 1$"x18" LVL LEDGER -COR TRUSSES WALLEL @ SIM. STEEL FLOOR DECK wl CONIC. STUD WALL, TOPPING SLAB, RE: PLAN KEPHART RE: PLAN community • planning • architecture RE: PIAN RE: PUN)GENERAL NOTES FOR 2x12 LEDGER, ATTACH TO DBL. 2x TOP B CONT. JANCHOR 20 GAUGE (4' DEEP) POUR STOP STUD & SHEATHING REOM. EA. STUD wl (3) SIMPSON (4'41' LAP SPLICES MIN.) wI HILEE X -U PA.$@16'o.c. FM SDWS TIMBER SCREWS L. .p Z [O] GUARDRAIL 8 GUARDRAIL & (0.22•4• IF INSTALLED EACH PLV PER SHEAR PRECAST WALL (BY STUD WALL, CONNECTIONS BY OVER (2) LAYERS OF %' RE: ARCH. WALLSCHEDULE a�W/ GYP., OTHERWISE 0.22'X5") OTHERS, RE: ARCH OTHERS, RE: ARCH W WALL SHEATHING TO RUN STUD & SHEATHING REO'M. FLOOR TRUSSES PERP. TO CONT. 2x R TO MATCH BEAM CONT. TO BOT OF FLOOR O STEEL BEAM D3SIM. WIDTH, TO BEAM wI BOUNDARY NAILING, SHEATHING SOLE R. NAIL SND WALL, rc RE: PLAN/GENERAL NOTES FOR Ni. -P BEAD O CONSTRU BEAD OF SND & SHEATHING REO'M. EACHDOUBLE EACH PLY PER BOUNDARYNAILING, a � 1 SECTION 314•=1'-0' BRACED FRAME KEY 5 SECTION 314• =1'-0' :COLUMN PRECASTWALL(BY OTHERS), RE: PLAN STUD WALL, RE: PUNIGENERAL NOTES FOR STUD & SHEATHING REO'M. BOUNDARY NAILING, RE: PLAN SCHEDULE BOUNDARY NAILING, RE: PIAN lY4" GYPSUM BASED TOPPING wl ACOUSTIC UNDERUYMENT OR Ue" GYPSUM BASED TOPPING, RE: ARCH \ CORRIDOR FRAMING, RE: PLAN DBL. 2x TOP B COM. 2x12 LEDGER, ATTACH TO (4'-0' LAP SPLICES MIN.) EA STUD wl (3) SIMPSON SOWS TIMBER SCREWS (0.22X6" IF INSTALLED OVER (2) LAYERS OF Ys' RE: ARCH. GYP., OTHERWISE 027x5') WALLSHEATHINGTORUN CONT. TO BOT. OF FLOOR A;Z� SHEATHING STUDWALL, RE: PUWGENERAL NOTES FOR STUD & SHEATHING REQML 2SECTION 14"=1'-0' Ys' STIFFENER R, M. SIDE. R TO BE FULL WIDTH AND MULTSPANCONT. DEPTH OF MEMBER\ STEEL BEAM, RE: PLAN J per/ r 5' STEEL COLUMN d TO CAP R,NP. its ISI Y"BEARING PLATE WELDS MAY BE FIELD -WELDED � CONTRACTOR'S OPTION BRACED FRAME 6 SECTION 314"=1'-P BOUNDARY NAILING, RE: PEW IY4" GYPSUM BASED TOPPING wl ACOUSTIC UNDERUYMENT OR US' GYPSUM BASED TOPPING, RE: ARCH FLOOR SHEATHING, RE: PLAN PRE-ENGINEERED WOOD FLOOR TRUSS ATTACHED TO FACE OF LVL LEDGER, RE: PLAN, TYP. PROVIDE MOISTURE BARRIER SEWN. LVL LEDGER & MASONRY WALL y" STIFFENER R, M. SIDE. R TO BE FULL WIDTH AND DEPTH OF MEMBER 3 SIDES�Ya� T P.j—y Y' STEELCOWMN TO CAP R, TYP/x6. V $' BEARING PUTE Yx" 3 SECTION 314"=1'-0' MULTI -SPAN CONT. STEEL SEAM, RE: PLAN WELDS MAYBE FIELD -WELDED CONTRACTOR'S OPTION BRACED FRAME 7 SECTION 314'= I' -G' PRECAST WALL (BY OTHERS), RE: PIAN (2) ROMX'Ox8' SIMPSON TITEN HD SCREW ANCHORS Q 24' ec. DBL. 1$"x18" LVL LEDGER -COR TRUSSES WALLEL @ SIM. 4 SECTION 314•=1'-0" EMBED RY54&01'-6' 1S" wl(6)Y"0x8"H.A.S. A STEELCOLUMN, RE: PLAN y, v T „ RE: 8A71155HEET FOR EMBED Y4 I L ' v v 5. STEEL FLOOR DECK wl CONIC. STUD WALL, TOPPING SLAB, RE: PLAN KEPHART T.O. SUB community • planning • architecture RE: PIAN RE: PUN)GENERAL NOTES FOR „I JANCHOR 20 GAUGE (4' DEEP) POUR STOP STUD & SHEATHING REOM. NAILEDTOTOP OFCMU WALL ,I _.• wI HILEE X -U PA.$@16'o.c. FM DOUBLE 2x SOLE R. NAIL L. .p Z [O] GUARDRAIL 8 GUARDRAIL & EACH PLV PER SHEAR PRECAST WALL (BY STUD WALL, CONNECTIONS BY OTHERS), RE: PLAN WALLSCHEDULE 4 SECTION 314•=1'-0" EMBED RY54&01'-6' 1S" wl(6)Y"0x8"H.A.S. A STEELCOLUMN, RE: PLAN y, v T „ RE: 8A71155HEET FOR EMBED Y4 I L ' v v 5. CONT. 2x R TO MATCH BEAM WIDTH, FASTENED TO BEAM wI CONIEVO BEAD OF CONSTRUCTION ADHESIVE & (2) ROWS OF 0.145.0 P.A F's @116' ec. APPROX. LOCATION OF TM -POUR SYSTEM JOINT \ POST -TENSIONED B, PEN 20" -DRILLING INTO SLABAB NOTT PERMITTED PRE-ENGINEERED FLOOR (2) #5 AS REOD. AS REO'D. TYP IAP BARS wl k5 TRUSSES, RE: PLAN. HANGER 30' 30" (NOT SHOWN)TO BE BARS BOT. OF TRENCH DESIGNED & PROVIDED BY TRUSS MINOR WELDS MAY BE FIELD WELDED STEEL BEAM, RE: PLAN CONTRACTOR'S OPTION RE: ARCH. FOR FIRE A PROTECTION ASSEMBLY BRACED FRAME CONNECTION @ FOUNDATION 8 SECTION 314• =1'-0' 12 SECTION 314' =1'-0' CONIC. TOPPING (2$" MAX), RE: ARCH. FOR POIJI DETAILS WOOD BEAM, RE: PLAN STUD WALL, RE: PUNIMENERAL NOTES FOR STUD & SHEATHING REO'M. COM 2x RTO MATCH BEAM WIDTH, FASTENED TO BEAM wl CONT.%'0 BEAD OF CONSTRUCTION ADHESIVE & (2) ROWS OF 0.145'0 P A.F.'s g 16' O.C. STRUCTURAL FLOOR STEEL BEAM, RE: PLAN \ SHEATHING, RE: PLAN SLOPED RIGID \ INSULATION, RE: ARCH. STRUCTURAL ROOF SHEATHING, RE: PUN CONCEALED -FLANGE HANGER, RE'. PUN RE: ARCH. FOR PRE-ENGINEERED WOOD FASCIA a SOFFIT FLOOR TRUSS wI SLOPED TOP DETAILS CHORD, RE: PL, RE: ARCH. CBx18.]5 AN II FOR TRUSS DIMENSIONS WOOD BEAM, RE: PUN CEILING, RE: ARCH. RE: ARCH. FOR FIRE PROTECTION ASSEMBLY STEEL BEAM, RE: PUN COPE TOP B BOT. OF CHANNEL TO PROVIDE FI -AT SURFACE FORATTACHMENTOF REi MNCEALEDFUNGE HANGERS AWNING (APPROX. ]' FROM END) WELD CONCEALED -FLANGE HANGER at (2)%2'X T FURE BEVEL GROOVE WELDS EA SIDE, EVENLY SPACED- (4)TOTAL 9 SECTION 314"=1'-P 13 SECTION 314'=1'-0" SND WALL, RE: PIANIGENERAL NOTES FOR SND & SHEATHING REO'M. DOUBLE 2x SOLE E. NAIL EACH PLY PER SHEAR WALLSCHEDULE 'GYPSUM BASED TOPPING wt ACOUSTIC UNDERLAYMENT. RE: ARCH FLOOR SHEATHING, RE: PIAN PROVIDE 2x6 VERT. BLOCKING ON EA SIDE OF STEEL BEAM Q U. FLOOR TRUSS, FASTEN TO TOP & BOT. CHORD wl (3) 1 W NAILS. INSTALL BLOCKING TIGHTAGAINSTFIRE PROTECTION ASSEMBLY WOOD INFILL BTWN. STEEL BEAM FLANGES, THKEBOLT wI Y'0 BOLTS @ 24' a c. STAGGERED STRAP ACROSS BOT. OF STEEL BEAM @ EVERY OTHER PAIR OF FLOOR TRUSSES w/ SIMPSON CS16x57. FASTEN STRAP TO UNDERSIDE OF BOT TRUSSCHORD. BOUNDARY NAILING. RE: PLAN DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE 1y' GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT OR 0Y GYPSUM BASED TOPPING, RE: ARCH WOOD INFILL BTWN. STEEL BEAM FLANGES, 1 THRUAOLT wI Y'0 BOLTS ® 24' O.C. STAGGERED FLOOR SHEATHING, RE: PUN <TO W24 x (RE: P Y. 6„ W24 x(RE: PLAN) BEYOND CEILING, RE: ARCH. RE: ARCH, FOR FIRE PROTECTION ASSEMBLY STEEL BEAM, RE: PLAN STUD WALL, ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENvmI COLO oo woos �.x�Pn.,L..om RE: PUN)GENERAL NOTES FOR JANCHOR STUD & SHEATHING REOM. s.suc.usaL Ex al EEss 0211 2535 17th t, Denrec Co10 9133 a3- 33 479 O97 F,, 303833 FM DOUBLE 2x SOLE R. NAIL Z [O] GUARDRAIL 8 GUARDRAIL & EACH PLV PER SHEAR STUD WALL, CONNECTIONS BY CONNECTIONS BY WALLSCHEDULE a�W/ RE: PLAN/GENERAL NOTES FOR OTHERS, RE: ARCH OTHERS, RE: ARCH W STUD & SHEATHING REO'M. FLOOR TRUSSES PERP. TO CONT. 2x R TO MATCH BEAM O STEEL BEAM D3SIM. WIDTH, TO BEAM wI BOUNDARY NAILING, SOLE R. NAIL rc Ni. -P BEAD O CONSTRU BEAD OF RE: PLAN EACHDOUBLE EACH PLY PER BOUNDARYNAILING, a � CONSTRUCTION ADHESIVE 8(2) :� 38160 s: �'•, 03/2512021�i�h SCHEDULE WALL SCHEDULE RE: PLAN Lu aeban PERMnsusumu ROWS OF 0.145'0 P.AF.'sQ 1S'o.c R TO DTH, 51 Of WIDTH, FASTENED TO BEAM wl FASTENED TO SEAM wf BOUNDARY NAILING, SLOPED RIGID PROVIDE GONE 'GYPSUM BASED COM.�¢"0 BEAD OF RE: PLAN INSULATION, RE: ARCH. ENKI SW/LVL DBL. TO PR, FASTEN w TOPPING wI ACOUSTIC CONSTRUCTION ADHESIVE &(2) job Number lY4' BASED STRUCTURAL ROOF M. ND CONI ti UNDERLAYMENT, RE: ARCH ROWS OF 0.145'0 P.A.F.'s Q 16' O.C. TOPPING wt ACOUSTIC SHEATHING, RE: PLAN TO ADJACENT STUD TO ADJACENT STUD PACKS wl121 TOPPING o: R UNDERUYMENT, RE: ARCH SIMPSONA35CUPS (2$"MAX.) FLOOR SHEATHING, RE: PUN WOOD RAFTERS, RE: PLAN 0GYPSUM BASED FLOOR PROVIDE BOUNDARY NAILING TOPPINGRE: ARCH. ,FOR FLOOR SHEATHING RE: PLAN RE: ARCH. FOR G FULL LENGTH FO BLOCKING LURE PLASHEATHING, PANELS, RE: PUN FASCIA & SOFFIT DETAILS FASTEN BLOCKING TO 2x SOLE R FASTEN TO RIBBON STEEL BEAM WEB wl WOOD BEAM, RE: PUN BAND w/164 NAILS @ 17 o.c. SIMPSON L30 CLIP wl IM NAILS 2x4 CONT. RIBBON BAND w) (3) FASTEN BLOCKING w/ Ind 5$' IM NAILS INTO EA. TRUSS NAIL TO TOP & BOT. CHORDS SIMPSON M5 CLIP OF FLOOR TRUSSES CORRIDORWAMING, BOTH SIDES RE: PUN BOUNDARY NAILING, PRE-ENGINEERED TIMBERSTRAND FULL DEM FACE MOUNT PRE-ENGINEERED FLOOR 2x9 LEDGER FASTENED wI (3) WOOD FLOOR TRUSS wl BLOCKING @ 24' o c. @ FIRST HANGER, RE: PLAN TRUSSES, RE: PLAN 10d NAILS Q 16' o c MAX. DBL.2x TOPR CONT. SLOPED TOP CHORD, TWO TRUSS BAY (4-4E UP SPLICES MIN.) RE: PIPN, RE: PRCH FOR WOOD INFILL BTWN. STEEL BEAM 2x12 LED.2 RwI(2) WOOD INFILL BTWN. STEEL BUM STUD WALL, TRUSS DIMENSIONS FLANGES, THRU-BOLT wI "0 SIMPSONSDW522500DB SCREWS®17 o.c FUNGES,THRLLBOLTw/Y'0 FACE MOUNT HANGERS TO BE DESIGNED RE: PLAN/GENEML NOTES FOR FACE MOUNT HANG ERSTO BE DESIGNED BOLTS @ 24'a.c. STAGGERED RE: ARCH. FOR FIRE BOLTS @24'o c. STAGGERED & PROVIDED BY TRUSS MMUF. SND & SHEATHING REO'M. &PROVIDED BY TRUSS MANUF. STEEL BEAM, RE: PLAN PROTECTION ASSEMBLY STEEL BUM, RE: PLAN (TRUSS MANUF. TO NOTE: ATTACHMENT SHALL BE COMPLIAMwt ARCH. (TRUSS MANUF. TO NOTE:A TTACHMENTFOR RE: SEMBLY) ASSEMBLY) SHALL BE COMPLIANTwIARCH. PROTECTION ASSEMBLY ASSEMBLY) 10 SECTION 11 SECTION 314•=1'-0' 314"=1'-0" CONT. 2x R TO MATCH BEAM WIDTH, FASTENED TO BEAM wI CONIEVO BEAD OF CONSTRUCTION ADHESIVE & (2) ROWS OF 0.145.0 P.A F's @116' ec. APPROX. LOCATION OF TM -POUR SYSTEM JOINT \ POST -TENSIONED B, PEN 20" -DRILLING INTO SLABAB NOTT PERMITTED PRE-ENGINEERED FLOOR (2) #5 AS REOD. AS REO'D. TYP IAP BARS wl k5 TRUSSES, RE: PLAN. HANGER 30' 30" (NOT SHOWN)TO BE BARS BOT. OF TRENCH DESIGNED & PROVIDED BY TRUSS MINOR WELDS MAY BE FIELD WELDED STEEL BEAM, RE: PLAN CONTRACTOR'S OPTION RE: ARCH. FOR FIRE A PROTECTION ASSEMBLY BRACED FRAME CONNECTION @ FOUNDATION 8 SECTION 314• =1'-0' 12 SECTION 314' =1'-0' CONIC. TOPPING (2$" MAX), RE: ARCH. FOR POIJI DETAILS WOOD BEAM, RE: PLAN STUD WALL, RE: PUNIMENERAL NOTES FOR STUD & SHEATHING REO'M. COM 2x RTO MATCH BEAM WIDTH, FASTENED TO BEAM wl CONT.%'0 BEAD OF CONSTRUCTION ADHESIVE & (2) ROWS OF 0.145'0 P A.F.'s g 16' O.C. STRUCTURAL FLOOR STEEL BEAM, RE: PLAN \ SHEATHING, RE: PLAN SLOPED RIGID \ INSULATION, RE: ARCH. STRUCTURAL ROOF SHEATHING, RE: PUN CONCEALED -FLANGE HANGER, RE'. PUN RE: ARCH. FOR PRE-ENGINEERED WOOD FASCIA a SOFFIT FLOOR TRUSS wI SLOPED TOP DETAILS CHORD, RE: PL, RE: ARCH. CBx18.]5 AN II FOR TRUSS DIMENSIONS WOOD BEAM, RE: PUN CEILING, RE: ARCH. RE: ARCH. FOR FIRE PROTECTION ASSEMBLY STEEL BEAM, RE: PUN COPE TOP B BOT. OF CHANNEL TO PROVIDE FI -AT SURFACE FORATTACHMENTOF REi MNCEALEDFUNGE HANGERS AWNING (APPROX. ]' FROM END) WELD CONCEALED -FLANGE HANGER at (2)%2'X T FURE BEVEL GROOVE WELDS EA SIDE, EVENLY SPACED- (4)TOTAL 9 SECTION 314"=1'-P 13 SECTION 314'=1'-0" SND WALL, RE: PIANIGENERAL NOTES FOR SND & SHEATHING REO'M. DOUBLE 2x SOLE E. NAIL EACH PLY PER SHEAR WALLSCHEDULE 'GYPSUM BASED TOPPING wt ACOUSTIC UNDERLAYMENT. RE: ARCH FLOOR SHEATHING, RE: PIAN PROVIDE 2x6 VERT. BLOCKING ON EA SIDE OF STEEL BEAM Q U. FLOOR TRUSS, FASTEN TO TOP & BOT. CHORD wl (3) 1 W NAILS. INSTALL BLOCKING TIGHTAGAINSTFIRE PROTECTION ASSEMBLY WOOD INFILL BTWN. STEEL BEAM FLANGES, THKEBOLT wI Y'0 BOLTS @ 24' a c. STAGGERED STRAP ACROSS BOT. OF STEEL BEAM @ EVERY OTHER PAIR OF FLOOR TRUSSES w/ SIMPSON CS16x57. FASTEN STRAP TO UNDERSIDE OF BOT TRUSSCHORD. BOUNDARY NAILING. RE: PLAN DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE 1y' GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT OR 0Y GYPSUM BASED TOPPING, RE: ARCH WOOD INFILL BTWN. STEEL BEAM FLANGES, 1 THRUAOLT wI Y'0 BOLTS ® 24' O.C. STAGGERED FLOOR SHEATHING, RE: PUN <TO W24 x (RE: P Y. 6„ W24 x(RE: PLAN) BEYOND CEILING, RE: ARCH. RE: ARCH, FOR FIRE PROTECTION ASSEMBLY STEEL BEAM, RE: PLAN i 10 z ED D x a 0 u K a 0 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENvmI COLO oo woos �.x�Pn.,L..om JANCHOR ENGINEERING s.suc.usaL Ex al EEss 0211 2535 17th t, Denrec Co10 9133 a3- 33 479 O97 F,, 303833 FM Z [O] W LLL , QFV+NiJ a�W/ ,.WW/ W O °C1 W w � CTi :� 38160 s: �'•, 03/2512021�i�h No. Deh Issue aeban PERMnsusumu 1 1YNMV xl, IN NER REV 2 OIMbID aWNERa 51 Project Engineer SJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title FLOOR FRAMING SECTIONS Sheet Number S7-0.1 i 10 z ED D x a 0 u K a 0 STEEL BEAM, RE: PLAN BOUNDARY NAILING, RE: PIAN SLOPED RIGID INSULATION, RE: ARCH. STRUCTURAL ROOF SHEATHING, RE: PLAN WOOD RAFTERS, RE: PLAN RE: ARCH. FOR FASCIAB SOFFIT DETAILS WOOD BEAM, RE: PIAN :7f SIMPSONA35CUP BOTH SIDES WOOD BEAM, RE: PLAN CRIPPLE STUDS @ 18" D.C. DOOR HEADER, RE: PLAN TRIMMER & KING STUDS. RE: PIAN STUD -ON IAYOIJr R w 0 0 a U N BOUNDARY NAILING, RE: PIAN EMBED WY2xB'x0'A"wl (4)Y$'0x5"-0_, � iiii m DOUBLE 2x SOLE R. NAIL CEILING, RE: ARCH. HAS. SPACED @4'0.C., EDGE OF EACH PLY PER SHEAR WALL / SCHEDULE ; I•._ ENGINEERING @ELEV. CORE <I V.+ , PRECASTWALL(BY ty' GYPSUM BASED TOPPING wt FM OTHERS), RE: PIAN ACOUSTIC UNDERLAYMENT OR 1$' Z CONC. WALL (PRECAST OR CLP.), .p -.I O' GYPSUM BARED TOPPING, RE: ARCH Q\/ RE: PLAN COM. 2x R TO MATCH BEAM WIDTH, THRU-BOLTS AWNING DIMENSIONS FASTENED TO BEAM WI CON1'6s•0 BEAD OF k I am CONSTRUCTION ADHESIVE & (2) ROWS OF W/ DOUBLE 2x SOLE R. NAIL EACH PLY PER 0.145"e P.A.FJs@16'cc, WALL ABOVE SHEAR WALL SCHEDULE FLOOR SHEATHING, RE: PLAN NOTSHOWN FLOOR SHEATHING, RE: PLAN STEEL BEAM, RE: PUN PROVIDE FULL -DEPTH BLOCKING BTNW. 1 SECTION 2 FLOOR TRUSSES @ STEEL BEAM W PRE-ENGINEERED FLOOR 'I• aI: 314'=1'-0' TRUSSES. RE: PLAN ?%X44'-51� i Hr CONT. 2x R TO MATCH BEAM :� 38160 s: �•, oarzsrepet •� I' •'•I WIDTH, FASTENED TO BEAM wl RE: PIANIGENERAL NOTES FOR adece PERMnsuwemu 1YNMV*13NINUAL 1NWNER REV CONT.VO BEAD OF WOOD INFILL BTWN. 51 CONSTRUCTION ADHESIVE & (2) RE: PLAN/GENERAL NOTES FOR STEEL BEAM FLANGES, ROWS OF 0.145.0 P.A F's@16'oo DBL. 2x TOP CONT. THRU SOLTwIY'E BOLTS � a DOUBLE 2x SOLE R. NAIL EACH PLY (4'-P IAP SPLICES MIN.) TFMEFMMM @24'o.c. STAGGERED 1 -a PER SHEAR WALL SCHEDULE STRAPPING @ WINDOWS 5 SECTION 314' =1'-0' 6 SECTION 314" =1'-0' 3 3YPSUM BASED TOPPING, ARCH OR SHEATHING, RE: PLAN GISTS, RE: PLAN STAIRS STUDWALL, RE: PUNIGENERAL NOTES FOR STUD & SHEATHING REO'M. BOUNDARY NAILING, RE: PLAN DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE BOUNDARY NAILING, RE: PIAN lY4' GYPSUM BASED TOPPING w) ACOUSTIC UNDERLAYMENT OR IX' GYPSUM BASED TOPPING, RE: ARCH TRUSS ATTACHED TO FACE OF LVL LEDGER, RE: PIAN 1Y4"x18" LVL LEDGER, ATTACH TO EA STUD WI(3) SIMPSON SDWS22600DB SCREWS WAILSHEATHINGTORUN CONT. TO BOT. OF FLOOR SHEATHING STUDWALL, RE: PLANIGENERAL NOTES FOR STUD & SHEATHING REO'M. SECTION 314"=1'-0" PRECASTWALL(BY OTHERS), RE: PIAN SIMPSON EMS @ EA END &@ 48' D.C. MAX. wl(8) 10x1 x JX" NAILS TO BLOCKING & Y'0 SIMPSON TREN HD 5T, MIN. EMBEDMENT DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE DBL. 2x TOP If CONT. LAP SPLICES MIN.) Lk* GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT OR 1$' GYPSUM BASED TOPPING. RE: ARCH FLOOR SHEATHING, RE: PLAN CORRIDOR CORRIDORFRAMING, RE: PLAN RE: 16 & 15IS7-0.0 FOR CORRIDOR LEDGER ATTACHMENT BOUNDARY NAILING, RE: PLAN L BLOCKING BTWN. STUDS FOR BOUNDARY NAILING STUD WALL, RE: PIAN/GENERAL NOTES FOR SND & SHEATHING REO'M. BOUNDARY NAILING, RE: PLAN DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE BOUNDARY NAILING, RE: PLAN tY' GYPSUM BASED TOPPING wt ACOUSTIC UNDERLAYMENT OR vi" GYPSUM BASED TOPPING, RE: ARCH PROVIDE 362• DEEP P.T. / CONT. BLOCKING PRECAST CONT. 2x12 LEDGER FASTENED WALL TOP R KI PRECAST CORRIDOR FRAMING, (FLOOR TO EA. STUD wI (2) SIMPSON WALL W/(2)P.A.F.@16'o.c. TRUSSES BEARING ON DBL. SDWS22400DB SCREWS SPACED TOP EDGER, RE'. PIAN TTACH TO AS SHOWN DBL. 2x TOP R CONT. EA STUD SIMPSON (4'-0' LAP SPLICES MIN.) SA. SND B (3) CREW N DBL. Ox TOP R CONT. SDWS TIMBER SCREWS (d'-0' LAP SPLICES MIN.) OVER x8' IF INSTALLED OVER (2) LAYERS 0. 23' NR SPACE 8 FIREPROOFING, RE: ARCH. GYP., OTHERWISE 0.22'k5") RE: ARCH WALL SHEATHING TO RUN CONT. TO BOT. OF FLOOR SHEATHING SND WALL, RE: PIANIGENERAL NOTES FOR STUD & SHEATHING REO -M. 7 SECTION p 8 SECTION 314•=1'-0" 314•=1'-0' AIR SPACE & FIREPROOFING, RE: ARCH 4 SECTION 314' =1'-0- 2x SOLE R. NAIL PER SHEAR WALLSCHEDULE ELEVATOR DBL. 2x TOP E CONT. (4' 0- UP SPLICES MIN.) SND WALL, RE: PIM41GENERAL NOTES FOR SND & SHEATHING FEW EMBED WY2xB'x0'A"wl (4)Y$'0x5"-0_, � iiii m KEPHART CEILING, RE: ARCH. HAS. SPACED @4'0.C., EDGE OF 2555 WALNUT STREET mdrout, Coumuubo Aucs www_kePn.D<� / EMBED E= EDGE OF CONC. WALL ; I•._ ENGINEERING @ELEV. CORE <I V.+ , �4797 I FM -F. STEEL BEAM, RE: PLAN RE: ARCH. FOR Z CONC. WALL (PRECAST OR CLP.), .p -.I O' Q\/ RE: PLAN (2) Y'I THRU-BOLTS AWNING DIMENSIONS k I am RE: ARCH. FOR FIRE W/ WW/ I1rTl�� PROTECTION ASSEMBLY STEEL BEAM, RE: PUN 1 SECTION 2 SECTION W 314•=1'-0' 314'=1'-0' STUD WALL. :� 38160 s: �•, oarzsrepet •� RE: PIANIGENERAL NOTES FOR adece PERMnsuwemu 1YNMV*13NINUAL 1NWNER REV STUDWALL, STUD & SHEATHING REO'M. 51 RE: PLAN/GENERAL NOTES FOR & SHEATHING REOM. FLOOR TRUSS ORIENTATIONSND DOUBLE 2x SOLE R. NAIL EACH PLY DOUBLE L SOLE RNAIL VARIES, RE: PIAN PER SHEAR WALL SCHEDULE Reviewing Engineer RMS . EACH PLY PER SHEAR 07/25/2019 job Number 190595 2x SOLE R. NAIL PER SHEAR EG/LD DBL 2x TOP R CONT. ly" GYPSUM BARED TOPPING wt Title WALL SCHEDULE WALL SCHEDULE Shoot Number ACOUSTIC UNDERLAYMENT, RE: ARCH S7-0.2 BARED TOPPING, DBL. 2x TOP R CONT. DEL. RE: ARCH (4' UP SPLICES MIN.) END STUDS, RE: PLAN FLOORSHEATHING, 2x JOISTS, RE: PLAN 4' 2• GYPSUM BASED RE: 4 TOPPING, RE: ARCH PROVIDE BLOCKING BTINN. STUDS C-0. STAIRS FLOOR SHEATHING, RE: PLAN CORRIDOR COILED STRAP CS18 xd'-0"CUT PRE -FABRICATED"' "� LENGTH, NAIL W180 NAILS @ FULL DEPTH EVERY OTHER HOLE, CENTER BLOCKING PANELS^ STRAP ON FACE OF KING STUD. BTWN. FLOOR PROVIDE STRAPS @ EA. FACE TRUSSES, RE: OF WALL. IF AN INTERIOR 4IS0-0.A, TYP. PERPENDICULAR WALL INTERRUPTS THE PLACEMENT CORRIDOR FRAMING, THE STRAP, THEN THE STRAP CONT. 2x12 LEDGER FASTENED RE: PLAN MUST BE INSTALLED PRIOR TO PRE-ERED FLOOR TO EA. STUD w/(2)SIMPSON THE CONSTRUCTION OF THE TS, RE: PLAN SDWS22400DB SCREWS SPACED RE: 14 & 1WS7-0.0 FOR INTERIORWALL ASSHOWN CORRIDORLEDGER DBL.OP R COM. ATTACHEMEM pP-0-PLICES MIN.) DBL. L TOP R CONT. (d-0' LAP SPLICES MIN.) STUD WALL, ... ......... RE'. PLANIGENOTES FOR ',_ AIRSPACE&FIREPROOFING, STUD& H INGREO'M. RE'ARCH PROVIDE BLOCKING BTWN. STUDS CALLOPPLY TOBOTH OF THEPALL STRAPPING @ WINDOWS 5 SECTION 314' =1'-0' 6 SECTION 314" =1'-0' 3 3YPSUM BASED TOPPING, ARCH OR SHEATHING, RE: PLAN GISTS, RE: PLAN STAIRS STUDWALL, RE: PUNIGENERAL NOTES FOR STUD & SHEATHING REO'M. BOUNDARY NAILING, RE: PLAN DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE BOUNDARY NAILING, RE: PIAN lY4' GYPSUM BASED TOPPING w) ACOUSTIC UNDERLAYMENT OR IX' GYPSUM BASED TOPPING, RE: ARCH TRUSS ATTACHED TO FACE OF LVL LEDGER, RE: PIAN 1Y4"x18" LVL LEDGER, ATTACH TO EA STUD WI(3) SIMPSON SDWS22600DB SCREWS WAILSHEATHINGTORUN CONT. TO BOT. OF FLOOR SHEATHING STUDWALL, RE: PLANIGENERAL NOTES FOR STUD & SHEATHING REO'M. SECTION 314"=1'-0" PRECASTWALL(BY OTHERS), RE: PIAN SIMPSON EMS @ EA END &@ 48' D.C. MAX. wl(8) 10x1 x JX" NAILS TO BLOCKING & Y'0 SIMPSON TREN HD 5T, MIN. EMBEDMENT DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE DBL. 2x TOP If CONT. LAP SPLICES MIN.) Lk* GYPSUM BASED TOPPING wl ACOUSTIC UNDERLAYMENT OR 1$' GYPSUM BASED TOPPING. RE: ARCH FLOOR SHEATHING, RE: PLAN CORRIDOR CORRIDORFRAMING, RE: PLAN RE: 16 & 15IS7-0.0 FOR CORRIDOR LEDGER ATTACHMENT BOUNDARY NAILING, RE: PLAN L BLOCKING BTWN. STUDS FOR BOUNDARY NAILING STUD WALL, RE: PIAN/GENERAL NOTES FOR SND & SHEATHING REO'M. BOUNDARY NAILING, RE: PLAN DOUBLE 2x SOLE R. NAIL EACH PLY PER SHEAR WALL SCHEDULE BOUNDARY NAILING, RE: PLAN tY' GYPSUM BASED TOPPING wt ACOUSTIC UNDERLAYMENT OR vi" GYPSUM BASED TOPPING, RE: ARCH PROVIDE 362• DEEP P.T. / CONT. BLOCKING PRECAST CONT. 2x12 LEDGER FASTENED WALL TOP R KI PRECAST CORRIDOR FRAMING, (FLOOR TO EA. STUD wI (2) SIMPSON WALL W/(2)P.A.F.@16'o.c. TRUSSES BEARING ON DBL. SDWS22400DB SCREWS SPACED TOP EDGER, RE'. PIAN TTACH TO AS SHOWN DBL. 2x TOP R CONT. EA STUD SIMPSON (4'-0' LAP SPLICES MIN.) SA. SND B (3) CREW N DBL. Ox TOP R CONT. SDWS TIMBER SCREWS (d'-0' LAP SPLICES MIN.) OVER x8' IF INSTALLED OVER (2) LAYERS 0. 23' NR SPACE 8 FIREPROOFING, RE: ARCH. GYP., OTHERWISE 0.22'k5") RE: ARCH WALL SHEATHING TO RUN CONT. TO BOT. OF FLOOR SHEATHING SND WALL, RE: PIANIGENERAL NOTES FOR STUD & SHEATHING REO -M. 7 SECTION p 8 SECTION 314•=1'-0" 314•=1'-0' AIR SPACE & FIREPROOFING, RE: ARCH 4 SECTION 314' =1'-0- 2x SOLE R. NAIL PER SHEAR WALLSCHEDULE ELEVATOR DBL. 2x TOP E CONT. (4' 0- UP SPLICES MIN.) SND WALL, RE: PIM41GENERAL NOTES FOR SND & SHEATHING FEW i z z ED D0 x V Q E rc O K a D 111 �� ■ KEPHART Community • planning a aicbitecture 2555 WALNUT STREET mdrout, Coumuubo Aucs www_kePn.D<� JANCHOR ENGINEERING s.suc.usaL Ex al EEss 2535 0211 17th 83 3 09) 1 D ., Co130 933 303 ne,, 03 m �4797 I FM Z [O] W Q\/ LLL , QFV+NiJ am W/ WW/ I1rTl�� W�rT,4 0�� W w :� 38160 s: �•, oarzsrepet •� No. Dela Issue adece PERMnsuwemu 1YNMV*13NINUAL 1NWNER REV 2 OhUo OWNERa 51 Project Engineer SJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title FLOOR FRAMING SECTIONS Shoot Number S7-0.2 i z z ED D0 x V Q E rc O K a D F 0 U N NOTE: TRUSS MANUS TO SPECIFY 8 SUPPLY ALL TRUSS TO TRUSS CONNECTIONS, TRUSS TO WOOD -BEAM CONNECTIONS, & WOOD -BEAM TO TRUSS CONNECTIONS WOOD ROOF TRUSSES, RE: PLAN \ ROOF SHEATHING, RE: PLAN \ BOUNDARY NAILING, RE: PLAN \ 2x FULL DEPTH BLOCKING BTWN. TRUSSES, TYP. (OMIT EVERY THIRD BAY FOR VENTILATION(. FASTEN TO TOPE PER SOLE E CONN. TO DOUBLE NN TOP P REO, IN SHEAR WALL SCHEDULE RE: ARCH FOR FASCIA 8 SOFFIT DETAILS BOUNDARYNAILING, RE. ARCI RE: PLAN STUD WALL, RE: PIANIGENERPL NOTES FOR STUD & SHEATHING REO'M. BOUNDARY NAILING APPLIES IN ALL SECTIONS @ It's. BLOCKING PANELS, & EDGE OF ROOF SHEATHING ALL CONDITIONS CEILING, RE: ARCH SIMPSON ANCHOR @ EA. TRUSS. SELEC' TO RESIST UPLIFT INDICATED IN TRUSS SHOP DWG&. RE: GENERAL NOTES FOR DBL. 2x TOP R COM (4'41" LAP SPLICES MIN.) WOOD HEADER WHERE APPLICABLE, RE: PLAN 1 SECTION 314•=1'-0" ROOF SHEATHING, RE: PLAN BOUNDARY NAILING, ENDWAILTRUSS wl 29@Wax., REPLAN FASTEN SHEATHING SAME AS WALL BELOW (@ CONTRACTOR'S OPTION, OMIT SHEATHING & PROVIDE TRUSS DESIGNED FOR DRAG LOAD OF 220 pD ROOF SHEATHING, RE: PLAN BOUNDARYINAILING, RE: PLAN RE: IRHIS SHEET FORBLOCKING RE: ARCH FOR FASCIA &SOFFITDEEAILS FOR TRUSS MANUS. UPLIFT REACTIONS ONLY PERMITTED @ TRUSS ENDS SSES, RE: PLAN FAR WALL E NAILING ELOW NT. MIN.) ARE: PIAN/GENERAL NOTES FOR SND & SHEATHING REO'M. 6 SECTION 314"=1'-0" 2 SECTION BOUNDARY NAILING, RE: PLAN ENDWALL TRUSS w12x4 @ 16" ox., FASTEN SHEATHING SAME AS WALL BELOW (@ CONTRACTOR'S OPTION, OMIT SHEATHING 8 PROVIDE TRUSS DESIGNED FOR DRAG LOAD OF 220 pK) TOE N SCHEI OF ROOF SHEATHING, RE: PAN BOUNDARY NAILING RE: PLAN \ ENDWALL TRUSS w12x4 @ 16' o.c., FASTEN SHEATHING SAME AS WALL BELOW (@ CONTRACTOR'S OPTION, OMR SHEATHING & PROVIDE TRUSS DESIGNED FOR DRAG LOAD OF 220 plf) RE: PLAN 3 SECTION OF TRUSS PARAPET PRE-ENGINEERED WOOD ROOF 2x BLOCKING BTWN. W4'=1'-0" (2) 1W NAILS EA. 3OF SHEATHING, RIDGE WOOD ROOF TRU RE: PLAWGENERAL RE: PLAN LOCATION WOOD ROOF TP ROOF SLOPE MAY BE TOE NAIL PER SHE ULE SOLE B NAILING RE: PLAN BOUNDARY NAILING, SCHEDULE SOLE SHEAR WALL BELOW DBL. 2x TOP E CONT. RE: PLAN OF SHEAR WALL B AIR SPACEFIREASSEMBLY, WOOD ROOF 2x10 BLOCKING BTWN. DBL, 2x TOP E CO RE:ARCH TRUSSES, RE: PLAN ENDWPILTRUSS wl2x4VERTS. N'RY LAP SPLICES 13 SECTION ROOF SHEATHING, RE: PLAN @ 18' o.c.82x8 BOT CHORD, SND WALL, ROOF SHEATHING, RE: PLAN BOUNDARYINAILING, RE: PLAN RE: IRHIS SHEET FORBLOCKING RE: ARCH FOR FASCIA &SOFFITDEEAILS FOR TRUSS MANUS. UPLIFT REACTIONS ONLY PERMITTED @ TRUSS ENDS SSES, RE: PLAN FAR WALL E NAILING ELOW NT. MIN.) ARE: PIAN/GENERAL NOTES FOR SND & SHEATHING REO'M. 6 SECTION 314"=1'-0" 2 SECTION BOUNDARY NAILING, RE: PLAN ENDWALL TRUSS w12x4 @ 16" ox., FASTEN SHEATHING SAME AS WALL BELOW (@ CONTRACTOR'S OPTION, OMIT SHEATHING 8 PROVIDE TRUSS DESIGNED FOR DRAG LOAD OF 220 pK) TOE N SCHEI OF ROOF SHEATHING, RE: PAN BOUNDARY NAILING RE: PLAN \ ENDWALL TRUSS w12x4 @ 16' o.c., FASTEN SHEATHING SAME AS WALL BELOW (@ CONTRACTOR'S OPTION, OMR SHEATHING & PROVIDE TRUSS DESIGNED FOR DRAG LOAD OF 220 plf) FOR TRUSS MANUS. UPLIFT V RE: PLAN REACTIONS ONLY PERMITTED @ TRUSS ENDS RE: IRHIS SHEET FOR BLOCKING USSES, DM. S MIN.) 2/•I NOTES FOR ING REO'M. RE: PLAN 3 SECTION OF TRUSS PARAPET PRE-ENGINEERED WOOD ROOF 2x BLOCKING BTWN. W4'=1'-0" (2) 1W NAILS EA. 3OF SHEATHING, RIDGE ML PER SHEAR WALL RE: PLAWGENERAL RE: PLAN LOCATION WOOD ROOF TP ROOF SLOPE MAY BE BTWN. ROOF TRUSSES NAILED ULE SOLE B NAILING RE: PLAN BOUNDARY NAILING, RE: PLAN SHEAR WALL BELOW DBL. 2x TOP E CONT. RE: PLAN FOR TRUSS MPNUF. UPLIFT AIR SPACEFIREASSEMBLY, WOOD ROOF 2x10 BLOCKING BTWN. DBL 2x TOP RC RE:ARCH TRUSSES, RE: PLAN ENDWPILTRUSS wl2x4VERTS. (4'41"LAP SPLIC 13 SECTION ROOF SHEATHING, RE: PLAN @ 18' o.c.82x8 BOT CHORD, PERMITTED @ TRUSS ENDS CALLOUTSAPPLYTO PRE-ENGINEERED WOOD ROOF FASTEN SHEATHING GAME AS RE PLANIL. BOTHSIDESOFTHE TRUSSES.RE: PLAN WALL BELOW (@ CONTRACTOR'S STUD&SHENE STUD &SHEATI PARTYWALL con OPTION, OMR SHEATHING& MANUS. TO DESIGN FOR DRAG LOAD FOR TRUSS MANUS. UPLIFT V RE: PLAN REACTIONS ONLY PERMITTED @ TRUSS ENDS RE: IRHIS SHEET FOR BLOCKING USSES, DM. S MIN.) 2/•I NOTES FOR ING REO'M. NAILING, SIMPSON ANCHOR @ EA TRUSS. SELECT WOOD ROOF TRUSSES, RE. PLAN TOE44ML PER$HEAR WALL SCHEDULE SOLE B NAILING OF SHEAR WALL BELOW AIRSPACE, RE: ARCH CALLOUT 7 SECTION SIDES 01 314"=1'41" SPLICE COM. 2x TIE BTWN. TRUSSES w) IF MIN. LENGTH 2x CENTERED ON SPLICE, PROVIDE (4) 10d NAILS EA. TO RESIST UPLIFT INDICATED IN TRUSS SHOP DOUG'S. RE: GENERAL NOTES FOR TRUSS HOEDOWN SCHEDULE U.N.O. TOE -NAIL PER $HEAR WALL SCHEDULE SOLE@ NAILING CEILIN OF SHEAR WALL BELOW REAR( DBL.2x TOPE CONT. (4'�0' IAP SPLICES MIN.) STUD WALL, RE: PLAWGENERAL NOTES FOR STUD 8 SHEATHING REOM. SINGLE WALL @SIM. CONT. aTIE @ TOP OF TRUSS PARAPET EXTENSION PROVIDE (2) 18E NAILS EA. EXTENSION BOUNDARY NAILING, x WOOD ROOF TRUSSES, RE: PLAN RE ARCH RE: PLAN SND WALL, CEILING, RE: ARCH RE: PIAWGENERAL SIMPSON ANCHOR @ EA. TRUSS. SELECT NOTES FOR STUD & TO RESIST UPLIFT INDICATED IN TRUSS SHEATHING REO'M. SHOP DWG'S. RE: GENERAL NOTES FOR BOUNDARY NAILING, TRUSS HOLDOWN SCHEDULE U.N.O. RE: PIAN DBL 2x TOP @CONT. (4K' UP SPLICES MIN.) 2x SOLE E, RE: PLAN, FASTEN PRECAST WALL TO GIRDER TRUSS TOP BY OTHERS RE. ARCH FOR FASCIA & SOFFIT DETAILS WOOD ROOF TRUSSES. RE: PLAN SIMPSON ANCHOR @ EA TRUSS. SELECT TO RESIST UPLIFT INDICATED IN TRUSS SHOP DWG's. RE: GENERAL NOTES FOR TRUSS HOLDOWN SCHEDULE U.N.O. DBL. 2x TOP R CONT. (4'-0' LAP SPLICES MIN.) WOOD BEAM, RE: PLAN 4 SECTION 314' =1'-0' BOUNDARVNAILING BOUNDARY NAILING, RE'. PLAN ROOF SHEATHING, RE: PLAN GIRDERTRUSSBY TRUSS "OF. OVERFRAMING, RE: PLAN TRUSS CONNECTION HARDWARE BY TRUSS MANUS. EXTENDSHEATHING TO GIRDER TRUSS, RE: ARCH FORVENTINGREO'M. WOOD ROOF TRUSSES, BOUNDARY& EDGE NAI LING RE: PLAN NOT SH OWN HERE TRUSS TO GIRDER -TRUSS CONNECTION 5 SECTION 314'=1'-0" RE: PLAN 3 SECTION OF TRUSS PARAPET PRE-ENGINEERED WOOD ROOF 2x BLOCKING BTWN. W4'=1'-0" (2) 1W NAILS EA. 3OF SHEATHING, RIDGE BOUNDARY NAILING, RE: PLAN RE: PLAWGENERAL RE: PLAN LOCATION ROOF SHEATHING, ROOF SLOPE MAY BE BTWN. ROOF TRUSSES NAILED VARIES RE: PLAN BOUNDARY NAILING, SHEATHING, RE: PIAN. RE: PLAN DBL. 2x TOP E CONT. RE: PLAN FOR TRUSS MPNUF. UPLIFT BOUNDARY NAILING, WOOD ROOF 2x10 BLOCKING BTWN. WOOD HEADER WHERE RE: PIAN TRUSSES, RE: PLAN ENDWPILTRUSS wl2x4VERTS. REACTIONS ONLY 13 SECTION ROOF SHEATHING, RE: PLAN @ 18' o.c.82x8 BOT CHORD, PERMITTED @ TRUSS ENDS PRE-ENGINEERED WOOD ROOF FASTEN SHEATHING GAME AS TRUSSES.RE: PLAN WALL BELOW (@ CONTRACTOR'S ENDWALL TRUSS, RE: PLAN, TRUSS P-4 con OPTION, OMR SHEATHING& MANUS. TO DESIGN FOR DRAG LOAD CIO♦ N PROVIDE TRUSS DESIGNED FOR OF 220 PLF DRAG LOAD OF 350 all 2 IF HEELS OF TRUSSES ALIGN STRUCTURAL ROOF PROVIDE LTP4 @ TOP 82x8 W SHEATHING, RE: PLAN BLOCKING BTM/N. TRUSSES wl (3)1M TOENAILS EA. END TRUSSES H. FOR @ 24' ec. @ 24' o.c. 1 1YNMVx NWNER REV z aurum annERR USS P TRUSS PROFILES WOOD ROOF TRUSSES, - NAILING, SIMPSON ANCHOR @ EA TRUSS. SELECT WOOD ROOF TRUSSES, RE. PLAN TOE44ML PER$HEAR WALL SCHEDULE SOLE B NAILING OF SHEAR WALL BELOW AIRSPACE, RE: ARCH CALLOUT 7 SECTION SIDES 01 314"=1'41" SPLICE COM. 2x TIE BTWN. TRUSSES w) IF MIN. LENGTH 2x CENTERED ON SPLICE, PROVIDE (4) 10d NAILS EA. TO RESIST UPLIFT INDICATED IN TRUSS SHOP DOUG'S. RE: GENERAL NOTES FOR TRUSS HOEDOWN SCHEDULE U.N.O. TOE -NAIL PER $HEAR WALL SCHEDULE SOLE@ NAILING CEILIN OF SHEAR WALL BELOW REAR( DBL.2x TOPE CONT. (4'�0' IAP SPLICES MIN.) STUD WALL, RE: PLAWGENERAL NOTES FOR STUD 8 SHEATHING REOM. SINGLE WALL @SIM. CONT. aTIE @ TOP OF TRUSS PARAPET EXTENSION PROVIDE (2) 18E NAILS EA. EXTENSION BOUNDARY NAILING, x WOOD ROOF TRUSSES, RE: PLAN RE ARCH RE: PLAN SND WALL, CEILING, RE: ARCH RE: PIAWGENERAL SIMPSON ANCHOR @ EA. TRUSS. SELECT NOTES FOR STUD & TO RESIST UPLIFT INDICATED IN TRUSS SHEATHING REO'M. SHOP DWG'S. RE: GENERAL NOTES FOR BOUNDARY NAILING, TRUSS HOLDOWN SCHEDULE U.N.O. RE: PIAN DBL 2x TOP @CONT. (4K' UP SPLICES MIN.) 2x SOLE E, RE: PLAN, FASTEN PRECAST WALL TO GIRDER TRUSS TOP BY OTHERS RE. ARCH FOR FASCIA & SOFFIT DETAILS WOOD ROOF TRUSSES. RE: PLAN SIMPSON ANCHOR @ EA TRUSS. SELECT TO RESIST UPLIFT INDICATED IN TRUSS SHOP DWG's. RE: GENERAL NOTES FOR TRUSS HOLDOWN SCHEDULE U.N.O. DBL. 2x TOP R CONT. (4'-0' LAP SPLICES MIN.) WOOD BEAM, RE: PLAN 4 SECTION 314' =1'-0' BOUNDARVNAILING BOUNDARY NAILING, RE'. PLAN ROOF SHEATHING, RE: PLAN GIRDERTRUSSBY TRUSS "OF. OVERFRAMING, RE: PLAN TRUSS CONNECTION HARDWARE BY TRUSS MANUS. EXTENDSHEATHING TO GIRDER TRUSS, RE: ARCH FORVENTINGREO'M. WOOD ROOF TRUSSES, BOUNDARY& EDGE NAI LING RE: PLAN NOT SH OWN HERE TRUSS TO GIRDER -TRUSS CONNECTION 5 SECTION 314'=1'-0" 2ML A.FOR TRUSS MANUS. UPLIFT TOREACTIONS ONLY EDPERMITTED @TRUSS ENDS OP ENDWALL TRUSS w) a4 VERTS. @ 18" o.c & 2x8 BOT. CHORD, FASTEN SHEATHING SAME AS WALL BELOW (@ CONTRACTOR'S OPTION, J HANGER BY TRUSS MANUS., TYP. 2x8 LEDGER wl (3) SIMPSON SDWS22600DB WOOD SCREWS TO TRUSS HEEL, TYP. TOE-NNLS PER SHEAR WALL SCHEDULE SOLE E NAILING OF WALL BELOW CORRIDOR SIDE OF SPLICE (NOT SHOWN) RE: PLAN PRE-ENGINEERED OF TRUSS PARAPET PRE-ENGINEERED WOOD ROOF 2x BLOCKING BTWN. CHORDS BRUT-INPA (2) 1W NAILS EA. 3OF SHEATHING, TRUSSES BOUNDARY NAILING, RE: PLAN RE: PLAWGENERAL RE: PLAN SINGLE 2x BLOCKING PIECE TRUSSES ROOF SLOPE MAY BE BTWN. ROOF TRUSSES NAILED WOOD ROOF TRUSSES, OPPOSITE FROM WHAT IS BOUNDARY NAILING, SHEATHING, RE: PIAN. RE: PLAN DBL. 2x TOP E CONT. RE: PLAN FOR ROOF SLOPED AND BOUNDARY NAILING, SLOPE CRICKETING RE: AR 2x10 BLOCKING BTWN. WOOD HEADER WHERE RE: PIAN BOUNDARY NAILING, RE: PLAN JACK TRUSSES N BLOCKING 13 SECTION ROOF SHEATHING, RE: PLAN BTWN. TRUSSES PRE-ENGINEERED WOOD ROOF RE: ARCH FOR FASCIA TRUSSES.RE: PLAN &SOFFITDETAILS 2ML A.FOR TRUSS MANUS. UPLIFT TOREACTIONS ONLY EDPERMITTED @TRUSS ENDS OP ENDWALL TRUSS w) a4 VERTS. @ 18" o.c & 2x8 BOT. CHORD, FASTEN SHEATHING SAME AS WALL BELOW (@ CONTRACTOR'S OPTION, J HANGER BY TRUSS MANUS., TYP. 2x8 LEDGER wl (3) SIMPSON SDWS22600DB WOOD SCREWS TO TRUSS HEEL, TYP. TOE-NNLS PER SHEAR WALL SCHEDULE SOLE E NAILING OF WALL BELOW CORRIDOR SIDE OF SPLICE (NOT SHOWN) CONT. 2x TIE @TOP PRE-ENGINEERED OF TRUSS PARAPET PRE-ENGINEERED WOOD ROOF EXTENSION PROVIDE CHORDS BRUT-INPA (2) 1W NAILS EA. APET,RTOP BUILT-IN PARAPET, RE: PLAN EXTENSION BOUNDARY NAILING, RE: PLAN RE: PLAWGENERAL 918 BLOCKING BTWN. SINGLE 2x BLOCKING PIECE TRUSSES ROOF SLOPE MAY BE BTWN. ROOF TRUSSES NAILED STRUCTURAL ROOF OPPOSITE FROM WHAT IS w) (2)10tl NNLS @ T o.c. SHEATHING, RE: PIAN. SHOWN HERE. RE: ARCH. DBL. 2x TOP E CONT. SND & SHEATHING REO'M. FOR ROOF SLOPED AND (4'-0" LAP SPLICES MIN.) SLOPE CRICKETING RE: AR W CHORD wt 10d NAILS @Fec. ( ) \�L EA BLOCKING PANEL CLIPS@(2) BLOCKING 5CLIPBOUNDARYNAILING,PRE-ENGINEERED BLOCKING RE: PLAN DBL. a TOP@CONT. PANELS DESIGNED FOR DRAG (4'-0' IAP SPLICES MIN.) LOAD OF 200 PIF SIMPSON ANCHOR @ EA. TRUSS, SELECT WOOD GIRDER TRUSS wl TO RESIST UPLIFT INDICATED IN TRUSS STEPPEDTOPCHORD., SHOPDWGS. RE: GENERAL NOTES FOR RE: PLAN TRUSS HOLDOWN SCHEDULE, U.N.O. REFER TO SIMILAR SECTION(13158-0,0) WHERE PARAPETWBOUNDARY NAILING, RE: PLAN REQUIRES ASTRONGSACK IN STUD WALL, RE: PLAWGENERAL NOTES THE PRE-ENGINEERED ROOF FOR STUD SHEATHING REM. SIGN 11 SECTION RUSSDE12 SECTION 314•=1'-0' W4'=114. PRE-ENGINEERED BLOCKING PANELS DESIGNED FOR DRAG LOAD OF 200 PLF FASTEN SHEATHING GAME AS SHEAR WALL BELOW, TVP. FULL HEIGHT OF TRUSS SIMPSON ANCHOR@ EA. TRUSS. SELECT OMIT SHEATHING B PROVIDE TRUSS PRE-ENGINEERED TO RESIST UPLIFT INDICATED IN TRUSS DESIGNED FOR DRAG LOAD OF 350 pB) BLOCKING PANELS DESIGNED FOR DRAG SHOP DWG'S. RE: GENERAL NOTES FOR BOUNDARYNAILING, LOAD OF 100 PER TRUSS HOLDOWN SCHEDULE U.N.O. RE: PLAN RE: PLAWGENERAL DBL. 2x TOP R CONT. 2x8 BLOCKING BTWN. (4'4Y IFP SPLICES MIN.) (I LAP SPLICES MIN.) TRUSSES FASTEN TRUSS BOT. DBL. 2x TOP RCONT. SND WALL (4'-D' IAP SPLICES MIN.) RE: PLAN/GENERAL NOTES FOR DBL. 2x TOP E CONT. SND & SHEATHING REO'M. SND WALL, 8 SECTION W4'=1'-0" RE: PLANGENERALNOTESFOR STUD & SHEATHING REOM. 9 SECTION 314'=1'-0' SPLICE COST. 2x TIE BTWN. TRUSSES w/ 18" MIN. LENGTH 2x CENTERED ON SPLICE, PROVIDE (4) 10A NAILS EA. SIDE OF SPLICE (NOT SHOWN) PRE-ENGINEERED WOOD ROOF TRUSSES wl SLOPED TOP CHORD & BUILT IN PARAPET & STRONG -BACK (IF REOD), RE: PLAN (2) SIMPSON ASS CLIPS@ WOOD ROOF EA. BLOCKING PANEL TRUSSES, RE: PIAN BOUNDARY NAILING, RE: PIAN ROOFSHEATHING, 2x BLOCKING BTWN. TRUSSES RE: PIAN STRUCTURAL ROOF SHEATHING, RE: PLAN 14 SECTION W4,=1'-0" BOUNDARY NAILING, RE: PLAN FOR TRUSS MANUS. UPLIFT REACTIONS ONLY PERMITTED @ TRUSS ENDS WOOD JACK TRUSSES, RE: PLAN JACK TRUSS CONNECTION SIMPSON ANCHOR @EA TO GIRDER TRUSS BY TRUSS, SELECT TO TRUSS MANUS. RESIST UPLIFT INDICATED WOODGIRDERTRUSS, IN TRUSS SHOP RE: PLAN 2x8LEDGERwfD)SIMPSON (ENDWALLTRUSS@SIMU SOWS22600DB WOOD SCREWS TO EA. TRUSS HEEL, U N.O. RE: PIAN FOR LOCATIONS WHERE 12' o.c. FASTENING IS REDD. TOE NAILS PER SHEAR WALL SCHED. SOLE E NAILING OF WALL BELOW BOUNDARY "LING, RE: PLAN ANCHOR@ EA. TRUSS, SELECT PRE-ENGINEERED \SIMPSON PRE -CART WALL (BY OTHERS) TO RESIST UPLIFT INDICATED IN TRUSS SHOP DWGS. RE: GENERAL NOTES FOR BLOCKING PANELS DESIGNED FOR DRAG SHOP DWG'S. RE: GENERAL NOTES FOR TRUSS HOLDOWN SCHEDULE, U.N 0. LOAD OF 100 PER SND WALL, RE'. RE: PLAWGENERAL PIAFUGENERAL NOTES FOR z TOENAILS PER SHEAR WALL (4'4Y IFP SPLICES MIN.) STUD& SHEATHING REJUM. SCHEDULE SOLER NAILING FASTEN TRUSS BOT. RE: PLAN/GENERAL NOTES FOR OF WAIL -BELOW CHORD TO WALL TOP P wl iiiiiiaZ DBL. 2x TOP E CONT. 1 W TOE NAILS @ W o.c. (4'-0" LAP SPLICES MIN.) [O] W WOOD HEADER WHERE APPLICABLE, RE: PLAN 13 SECTION LLL , W4,=1'-0" 14 SECTION W4,=1'-0" BOUNDARY NAILING, RE: PLAN FOR TRUSS MANUS. UPLIFT REACTIONS ONLY PERMITTED @ TRUSS ENDS WOOD JACK TRUSSES, RE: PLAN JACK TRUSS CONNECTION SIMPSON ANCHOR @EA TO GIRDER TRUSS BY TRUSS, SELECT TO TRUSS MANUS. RESIST UPLIFT INDICATED WOODGIRDERTRUSS, IN TRUSS SHOP RE: PLAN 2x8LEDGERwfD)SIMPSON (ENDWALLTRUSS@SIMU SOWS22600DB WOOD SCREWS TO EA. TRUSS HEEL, U N.O. RE: PIAN FOR LOCATIONS WHERE 12' o.c. FASTENING IS REDD. TOE NAILS PER SHEAR WALL SCHED. SOLE E NAILING OF WALL BELOW BOUNDARY "LING, RE: PLAN ROOF SHEATHING, RE: PLAN BOUNDARYNAILING, RE: PLAN WOOD GIRDER TRUSS, RE: PLAN WOOD ROOF TRUSSES, RE: PLAN 10 SECTION W4" =1'-0' SOLID BLOCKING BTWN. TRUSSES, RE: SHEAR WALL PLAN FOR NAILING SHEAR WALL SHEATHING FASTENED TO EA TRUSS WEB AS PER SHEATHING &NAILING REO'M. FOR SHEAR WALL BELOW, RE: PNN&SHEARWALLSCHED. NAILING @ BLOCKING TOE -NAILED AS SHOWN SIMPSON H2.5 @ EA. TRUSS SHEAR TRANSFER DETAIL ROOF DIAPHRAGM TO SHEAR WALL 15 SECTION W4'=1'KE TOP TOPCONT. SIMPSON ANCHOR@ EA. TRUSS. SELECT (4-0'UP 0'LAP SPLICES MIND TO RESIST UPLIFT INDICATED IN TRUSS SHOP DWG'S. RE: GENERAL NOTES FOR amhitecture TRUSS HOEDOWN SCHEDULE U.N.O. STUDWALL, RE: PLAWGENERAL DBL. 2x TOP E CONT. NOTES FOR STUD & (4'4Y IFP SPLICES MIN.) SHEATHING REC'M. STUD WALL, s.suc.uaaL Sx am55Rs RE: PLAN/GENERAL NOTES FOR I SND & SHEATHING REO'M. iiiiiiaZ ROOF SHEATHING, RE: PLAN BOUNDARYNAILING, RE: PLAN WOOD GIRDER TRUSS, RE: PLAN WOOD ROOF TRUSSES, RE: PLAN 10 SECTION W4" =1'-0' SOLID BLOCKING BTWN. TRUSSES, RE: SHEAR WALL PLAN FOR NAILING SHEAR WALL SHEATHING FASTENED TO EA TRUSS WEB AS PER SHEATHING &NAILING REO'M. FOR SHEAR WALL BELOW, RE: PNN&SHEARWALLSCHED. NAILING @ BLOCKING TOE -NAILED AS SHOWN SIMPSON H2.5 @ EA. TRUSS SHEAR TRANSFER DETAIL ROOF DIAPHRAGM TO SHEAR WALL 15 SECTION W4'=1'KE z L5 z ED D x U a 0 LL rc rq D 111 �� ■ KEPHART community • planning • amhitecture 2555 WALNUT STREET DENVER, Co3.Oa Nem vruw.xePlun<om JANCHOR ENGINEERING s.suc.uaaL Sx am55Rs 2535 17th street. D q Colontla 80211 3D3w).me E e. 133 783 4797 F,, 303 830 an 9 c" I iiiiiiaZ [O] W LLL , P-4 con U CIO♦ N z O 2 � W w 15 No. Date III kobad PERMEsuwemu 1 1YNMVx NWNER REV z aurum annERR Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title ROOF FRAMING SECTIONS Sheat Number S81111 z L5 z ED D x U a 0 LL rc rq D CALLOUTS APPLY TO BOTH SIDES OFTHE PARTY WALL BOUNDARY NAILING, RE: PLAN PRE-ENGINEERED BLOCKING PANELS DESIGNED FOR DRAG LOAD OF 100 PIF. SIMPSON ASS CLIPS @ ME o.c. STUD WALL, RE: PLAN/ GENERAL NOTES FOR STUDISHEATHING MOM. R w 0 0 a U N COM. 2x TIE @ TOP OF TRUSS PARAPET EXTENSION PROVIDE (2) 16tl NAILS EA. EXTENSION WOOD ROOF TRUSSES, RE: PLAN STRUCTURAL ROOF SHEATHING, RE: PLAN PROVIDE SIMPSON DTT22 HOEDOWN TIE @ EA. TRUSS ALONG ELEVATOR WALL, FASTEN TO PRE -CAST WALL wIJQ0x5" SIMPSON TITEN HD SCREWANCHORS PRE -CAST WALL (BY OTHERS) SPLICE COM.2x TIE BTWN. TRUSSES %116' MIN. ROOFSHEATHING. SPLICE CONT. 2x TIE BTWN. TRUSSES CONT. 2x TIE @TOP (4)10d NAILS EA. SIDE OF SPLICE (NOT SHOWN) OF TRUSS PARAPET wl HE MIN. LENGTH 2x CENTERED ON EXTENSION PROVIDE PRE-ENGINEERED WOOD ROOF TRUSSES (2)1W NAILS EA. , PROVIDE (4) IN NAILS EA CONT. 2x TIE @TOP & STRONG BACK (IF REO'D), RE: PLAN EXTENSION PROVIDE SPLICE (NOT SHOWN) OF XTENU55 PARAPET EXTENSION PROVIDE CONT. 2x TIE @ TOP OF TRUSS PARAPET (2)1M NAILS EA PRE-ENGINEERED WOOD ROOF (2) 16d NAILS EA. EXTENSION PROVIDEES EXTENSION WI SLOPED TOP CHORD 8 EXTENSION (2) IM NAILS EAN FULL PARAPET, RE: PLAN BLOCKING 24' o.c. EXTENSION PARAPET, RE: PLAN PLAN ARY NAILING, RE: PLAN SINGLE 2x BLOCKING PIECE 1 BOUNDARY NAILING, RE: PLAN BTWN. ROOF TRUSSES NAILED WOOD ROOF TRUSSES, RE: PUN wl (2) 10d NAILS @ 6' c.c. °Q 2x8 BLOCKING BTWN. TRUSSES CKING B1WN. TRUSSESROOF SLOPE MAYBE ROOF OPPOSITE FROM WHAT ISTURAL SHEATHING SPLICE STRUCTURAL ROOF SHEATHING, gM ING, RE: PLAN. SHOWN HERE, RE: ARCH. STRUCTURAL ROOF RE'. PLAN Q� FOR ROOF SLOPED AND SLOPE CRICKETING W w RE: ARCH. BOUNDARYNAILING, RE: PLAN :� 38160 s: �•, parzsrepel •� No. Date haus oeene PERMFISUM u 1YNMV x 1NWNER REV FASTEN SHEATHING 51 SAME AS SHEAR WALLBELOW, TYP. FULL HEIGHT OF TRUSS BOUNDARY NAILING, SJB Reviewing Engineer RMS RE: PLAN 07/25/2019 job Number SIMPSON ANCHOR @EA. TRUSS, SELECT TO RESIST STUD WALL, RE: PLAN I GENERAL NOTES FOR STUDISHEATHING� EG/LD Checked By UPLIFT INDICATED IN TRUSS SHOP DWGS.RE: Title ROOF FRAMING SECTIONS GENERAL NOTES FOR TRUSS HOEDOWN SCHEDULE, REO'M. S8mm U.N.O. DBL. 2x TOP R CONT. WALL SHEATHING PANEL SPLICES (4'-WUP SPLICES MIN.) TO OCCUR @THE MIDDLE OF WOOD HEADER WHERE STUDS, LPs, OR BLOCKING, TYP. CYSH.0)WHERE APPLICABLE, RE: PLAN MD WALL, RE: PLAN IGENERPI TO SIMILAR SECTION FREFEP ET WALL REQUIRES A STRONG -BACK IN NOTES FOR STUDISHEATHING REOM. RE -ENGINEERED ROOF TRUSS DESIGN 1 SECTION 2 314'=1'-0" CALLOUTS APPLY TO BOTH SIDES OFTHE PARTY WALL BOUNDARY NAILING, RE: PLAN PRE-ENGINEERED BLOCKING PANELS DESIGNED FOR DRAG LOAD OF 100 PIF. SIMPSON ASS CLIPS @ ME o.c. STUD WALL, RE: PLAN/ GENERAL NOTES FOR STUDISHEATHING MOM. R w 0 0 a U N COM. 2x TIE @ TOP OF TRUSS PARAPET EXTENSION PROVIDE (2) 16tl NAILS EA. EXTENSION WOOD ROOF TRUSSES, RE: PLAN STRUCTURAL ROOF SHEATHING, RE: PLAN PROVIDE SIMPSON DTT22 HOEDOWN TIE @ EA. TRUSS ALONG ELEVATOR WALL, FASTEN TO PRE -CAST WALL wIJQ0x5" SIMPSON TITEN HD SCREWANCHORS PRE -CAST WALL (BY OTHERS) SPLICE COM.2x TIE BTWN. TRUSSES %116' MIN. ROOFSHEATHING. LENGTH 2x CENTERED ON SPLICE, PROVIDE CONT. 2x TIE @TOP (4)10d NAILS EA. SIDE OF SPLICE (NOT SHOWN) OF TRUSS PARAPET STRUCTURAL ROOF SHEATHING, EXTENSION PROVIDE PRE-ENGINEERED WOOD ROOF TRUSSES (2)1W NAILS EA. w/ SLOPED TOP CHORD& BUILT IN PARAPET EXTENSION & STRONG BACK (IF REO'D), RE: PLAN EXTENSION PROVIDE SIDE OF SPLICE (NOT SHOWN) LSL STUDS BOUNDARY NAILING. RE: PLAIN (2)1M NAILS EA 2x BLOCKING BTWN. TRUSSES ROOFSHEATHING. SPLICE CENT. 2x TIE BTWN. TRUSSES RE: PLAN w/ 1 F MIN. LENGTH 2x CENTERED ON CONT. a TIE @TOP STRUCTURAL ROOF SHEATHING, BOUNDARY NAILING, RE: PLAN OF TRUSS PARAPET SIMPSON ANCHOR @ EA. TRUSS, SELECT TO RESIST UPLIFT INDICATED IN TRUSS SHOP DWGS. RE: GENERAL NOTES FOR TRUSS HOLDOWN SCHEDULE, U.N.O. DBL. 2x TOP R CONT. (4'-0' LAP SPLICES MIN.) WOOD HEADER WHERE APPLICABLE, RE: PLAN SECTION \ SIMPSON DICATEANCHOR SS SH TRUSS, \ SELECT TO RESIST UPLIFT DBL. 2x TOP R CONT. RE ERALD IN TRUSS FOR TRU GS. (4.-IY LPP SPMCES MIN) RE: GENERAL NOTES FOR TRUSS /MR SP�ACEff IRE HOEDOWN SCHEDULE, ONO. ASSEMBLY, DBL.2x TOP RCONT. REFE2 R TO SIMILAR SECTION RE: ARCH (4'-0"LAP SPLICES MIN.) (13158-0.0) WHERE PARAPET WALL REQUIRES A STRONG43ACK IN THE PRE-ENGINEERED ROOF TRUSS DESIGN 6 SECTION 7 SECTION 314'=1'-0" L4'=1'-0" SPLICE COM. a TIE BTWN. TRUSSES w118" MIN. LENGTH 2x CENTERED ON SPLICE, PROVIDE (4)1Dal NAILS EA. SIDE OF SPLICE (NOT SHOWN) BUILT-IN PARAPET, RE: PLAN BOUNDARY NAILING, RE: PLAN (2) 2x8 LEDGER ad)d' OSB SMITH. W's FASTEN LEDGER wI (2) $"0x8" SIMPSON TITEN HDSCREWANCHORS PRE -CAST WALL (BYOTHERS) PROVIDE MOISTURE BARRIERBTWN. WOOD 8 CONC. DBL. 2x TOP R COM. (4' -0 -LAP SPLICES MIN.) ROOF SLOPE MAY BE -ROOF OPPOSITE FROM WHAT IS RE: PLAN. SHOWN HERE, RE: ARCH. FOR ROOF SLOPED AND LOP CRICKETING (2) SIMPSON A35 CLIPS@ EA. BLOCKING PANEL \PRE-ENGINEERED BLOCKING PANELS DESIGNED FOR DRAG LOAD OF 200 PLF SIMPSON ANCHOR @ EA. TRUSS, SELECT TO RESIST UPLIFT INDICATED IN TRUSS SHOP OWES. RE: GENERAL NOTES FOR TRUSS HOLDOWN SCHEDULE, U.N.O. BOUNDARY NAILING, RE: PLAN STUD WALL, RE: PLANIGENERAI NOTES FOR STUD & SHEATHING REOM. REFER TO SIMILAR SECTION (13158-0.0) WHERE PARAPET WALL REQUIRES A STRONG -BACK IN THE PRE-ENGINEERED ROOF TRUSS DESIGN 3 PRE -CAST ELEVATOR CORE WALL (2))f"0x5' SIMPSON TITEN HD SCREW ANCHORS CENTERED IN 3" LEG OF MOLE SPLICE CONT. 2x TIE BTWN. TRUSSES ROOFSHEATHING. SPLICE CENT. 2x TIE BTWN. TRUSSES RE: PLAN w/ 1 F MIN. LENGTH 2x CENTERED ON CONT. a TIE @TOP w/ 16" MIN. LENGTH 2x CENTERED ON BOUNDARY NAILING, SPLICE, PROVIDE (4)10d MAILS EA. OF TRUSS PARAPET SPLICE, PROVIDE (4)1 W NAILS EA. SIDE OF SPLICE (NOT SHOWN) EXTENSION PROVIDE SIDE OF SPLICE (NOT SHOWN) LSL STUDS 2x SOLE R PER SHEAR (2)1M NAILS EA WALL WALL SCHEDULE I PRE-ENGINEERED WOOD ROOF EXTENSION PRE-ENGINEERED WOOD ROOF 10 SECTION JACK TRUSSES WI BUILT-IN FULL JACK TRUSSES WI BUILT-IN BLOCKING 24' o.c. PARAPET, RE: PLAN PARAPET, RE: PLAN PLAN BOUNDARY NAILING, RE: PLAN BOUNDARY NAILING, RE: PLAIN BOUNDARY NAILING, RE: PLAN aWJ WOOD ROOF TRUSSES, RE: PUN 2x8 BLOCKING BTWN. TRUSSES °Q 2x8 BLOCKING BTWN. TRUSSES /ZZrRE: STRUCTURAL ROOF SHEATHING, STRUCTURAL ROOF SHEATHING, STRUCTURAL ROOF RE'. PLAN Q� PLAN. SHEATHING, RE: PLAN (2) 2x8 LEDGER W/)¢' OSB BWTN.2x8's (2)SIMPSON ASS FASTEN LEDGER W/ (2) 2 SIMPSON A35 CLIPS BLOCKING PANEL X-ox8" SIMPSON TITEN CLIPS@EA. HD SCREW ANCHORS BLOCKING PANEL PRE -CAST WALL (BV OTHERS) TRUSS, RE: PLAN PROVIDE MOISTUREAP��T �rNO-nu mDCNCU DLwNIN. PRE-ENGINEERED BLOCKING / PANELS DESIGNED FOR DRAG BARRIER BTWN. PANELS DESIGNED FOR PRE-ENGINEERED BLOCKING LOAD OF 200 PLF PANELS DESIGNED FOR DRAG WOOD BCONC. DRAG LOAD OF 100 PLF. DBL 2x TOP LICOW, ESM LOAD OF 200 PLF RESIST U ANCHOR EA. TRUSS, SELECT TO (4'-0"IAP SPLICES MIN.) DBL.2x TOP R CONT. RESIST UPLIFT INDICATED IN TRUSS SHOP SIMPSON UANCHOR@EA. IN SELECT TO (4'-0'LAP SPLICES MIN.) OWES. RE: GENERAL DULE,NOTES FOR TRUSS SIMPSON. 35 CLI1S@2-0'o.c. RESIST UPLIFT INDICATED IN TRUSS SHOP — HOEDOWN SCHEDULE, U.N.O. DWGS. RE: GENERALNOTES FOR TRUSS DBL. 2x TOP CONT. STUD WALL, RE: PIAN/ _47— HOLDOWN SCHEDULE, U.N.O. REFER TO S (4' -V UP SPLICES MIN.) GENERAL NOTES FOR DBL 2x TOP R CONT. (I M&D.0) WHESTUDISHEATHING REOM. (4'4' UP SPLICES MIN) REQUIRES A STRONG -BACK IN NON-BEARING STUD WALL, RE: ARCH. NON-BEARING STUD WALL, RE: ARCH. THE PRE-ENGINEERED ROOF TRUSS DESIGN SECTION 4 SECTION 5 SECTION 314'=14Y Y4'=1'-0" L4'=1'-0" SECTION 314•=1'-0" 9 SECTION AIRSPACEWIRE ASSEMBLY, RE: ARCH ROOFSHEATHING. 111 �� RE: PLAN BOUNDARY NAILING, RE: PLAN LOAD OF 200 pR community • planning a BOUNDARY NAILING, SIMPSON ANCHOR @ EA. TRUSS, RE: PAN STUD WAU RE: PLAN/ GENERAL NOTES FOR BALLOON FRAMED Dfr'x415 STUDISHEATHING REO'M. LSL STUDS 2x SOLE R PER SHEAR s*vuc*uaaL Ex al EEss WALL WALL SCHEDULE I (4'-0"LAP SPLICES MIN) ROOF RAFTER, RE: PLAN BOUNDARY NAILING, RE: PLAIN 10 SECTION I FULL ROOF SHEATHING, RE: PLAN BLOCKING 24' o.c. WOOD ROOF TRUSSES, RE: PLAN \ PLAN AIRSPACEWIRE ASSEMBLY, RE: ARCH z z z ED D0 x V Q E rc O K a D PRE-ENGINEERED BLOCKING 111 �� PANELS DESIGNED FOR DRAG KEPHART LOAD OF 200 pR community • planning a (2) SIMPSON A35 CLIPS@ SIMPSON ANCHOR @ EA. TRUSS, EA BLOCKING PANEL SELECT TO RESIST UPLIFT INDICATED IN TRUSS SHOP OWES. BALLOON FRAMED Dfr'x415 RE: GENERAL NOTES FOR TRUSS LSL STUDS HOLDOWN SCHEDULE, U.N.O. s*vuc*uaaL Ex al EEss DBL. 2x TOP R CONT. I (4'-0"LAP SPLICES MIN) FM 10 SECTION 314'=14Y z z z ED D0 x V Q E rc O K a D 111 �� ■ KEPHART community • planning a amhitecture 2555 WALNUT STREET DENVER, COLOKAuo woos m JANCHOR ENGINEERING s*vuc*uaaL Ex al EEss 2533 17th03 StO9, De 80211 ,, Co130 9133 I FM Z [O] W Q aWJ WW/ /1rTl�� W�rT,4 0 Q� W w :� 38160 s: �•, parzsrepel •� No. Date haus oeene PERMFISUM u 1YNMV x 1NWNER REV 2 OhUo MNERR 51 Project Engineer SJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title ROOF FRAMING SECTIONS Sheet Number S8mm z z z ED D0 x V Q E rc O K a D STRUCTURAL GENERAL NOTES DESIGN LOADS & GOVERNING BUILDING CODE Cade: International Building Code (IBC) 2018Edition w/WheatRidge Amendmen JQ ZST Ground Snow Load, Ps ............................................. 30 Paf Flat Roof Snow Load, P+ .......................................... 30 ad ExPoau a Factor. Ce ................................................. 1.0 Snow Importance Factor, 6 ...................................... 1.0 Thermal Factor. Ct.................................................... 1.0 Floor: INTENDED USECEE Residential................................................................ 40 pd Private Condom ....................................................... 40d P Private Decks....................................................... 60 sf P Elevator Lobbies....................................................... sf Exit ...........................................................100 pd is Spaces Public Spaces...........................................................100 Paf Storage.....................................................................125 Pat GarageSlab..............................................................40 Pat Wind: Ultimate Design Wind Speed, VuLD....................... 133 MPH (3Second Gust) Nominal Design Wind 5Petl V(Aso........................ 105 MPH (3Second Gust) RiskCategory ............................................................II Internal Pressure Coeffident.....................................0.18 Parapet (Windwaridd eewaM)NLn............................ 91.8 Pd (20 at) i Components & Claddingtmun ................. .... . 47.2 psf (20 sf) t (Basic) 56.7 adf (20 4 t (Comer) Seismic: INTENDED USECEE Seismic Design Category B RiskCategory ............................................................II 4.0 Seismic Importance Factor, 6 .................................. 1.0 Mapped Spectral Response Coeffident, Se .............. 0.188 Mapped Spectral Response Coeffident, SI .............. 0.059 Design Spectral Response Coeffident, x ..............0.201 8%3'I}Q% 6%3% Design Spectral Response Ccefiaent, Sol .............. 0.094 Parking Garage Seismic Response Coefficient G .......................0.05 INTENDED USECEE Basic Seismic-Forcefog -System ............... Intermediate Precast/Ordinary Reinforced Concrete Shear Walls Response ModeSheationCOemcienh(R)................. on Co 4.0 Design Base Shear..............................................528 9 52 kips P Analysis Procedure.............................................. Equivalent Lateral Force Procedure Deflection'. Reef: Live Load :...............................................................U360 Floor Truss: LiveLoad: ............................................................... U360 Total Load: ............................................................. U240 Members Supmrtin Brick or Mamnne Total Load:............................................................. U600 [Hg21q;a_1t[NNg691d11"I [a]CICPIIt-Y The Structural Contract Documents are intended to be used in conjunction w/ thelans a all other disciplines workin on... p P 9 o project The contractor is responsible for the monto M sof all required all other indicated on the Structural Contract Documents &incorporating these requirements into ma shop tlrawinga of all other disciplines prior to submittal to Anchor Engineering, Inc. Informationildirgco provided withincontractor the Structural Contract Documents Is subject governing all requirements hat Imps within the governing bulldingcotle.Thecontactorshallbe erfamiliar colallportions l Contraof the umentsbuilding code thatImpactthetype e,coonconstruction loch performed. For shall apply. the Structural ll keep G comments gonfllGwl the building cod building code the more 9P governing 9 the cont requirements shall apply. The contractor shall keep a copy a the governing bullding code m site at all Braes during theca more on phase of the project for reference. Anchor for verification Ina shall be notified a any modifications resulting from a more stringent ratle requirement riot to constructione0c for verification 8 e Mat a ion. 9 eq P Modifications to the Structural Contract Documents due bmntlitions irthe odimatare unknownorconcealed dthe time of design do not fall within the original scope of work Of Me project. Required modifications shall es performed ti additional servicesec outlined in to Project resolution contact. The Engineer shall be notified in writin b a Request for Information RFI to P I 9 9 Y eq (RFI) provide recommendations Forresolutione the modification requested. Dimensions ri devotions indicated o on the Structural Contact Documents shall t t Me attention by the connectorsse. S all omen Structural prior cNa beginning of mnstrudion. Discrepancies shall be brought to the attention of the Archltecl. Scaling a the Structural actor shall ct Documents is not permiHetl. The nstructor va' fieltllicabl i0is including for modifications sre rade&above grads contlitions which may interfere rely 9 9 9 9 Y col construction & notify the applicable bet slings for modifications of required. In me event of dlscrepancles bhvn. project specifications, general notes, dans &details, the most stringent rei shall apply unless approved In Ingsyielding. Coordiunlessn pe all openings trough rod, floors, l walls col thea encs Is t permitted The penetration w structural members, unless spng, Inc.Indlmbtl on to Structural Contact Documents Is not permitted u without . the review 8 consent of Anchor Engineering, Incincluding Enge Post Tensioned slab on grade 8 all mens a slab construction. Openings ie penetrations brought to Me attention of to Engineer after the Structural Contract Documents are submitted no the city for review shall be subject to the requirementsoutlined into in the Shop Drawings 8 Submittals section re the general notes. All items mal compact into concrete eq masonry shall be concede placement cement against to hydraulic o forces from concrete placement or secured contact from tools ore equipment during concrete acemenh. The special inspector shall verify all embedded items areq P 9 W P P Y Unless specifically normtd Worsconcrete. P placement Unless specifically awnings, &/pr specified onto Ss dural Contract Documents wall stairs, balusters, half -walls &railings for Anchor balconies, awnings, sun & con & walkways as well as site retaining walls & improvements have not been Contract tretl by Anchor En fare the Inc.esiit8construction of when not shown onme Structurallr 9 9• 9 expressly Decembers are me res lansibilil of general Signe These elementsarengineeerednse In the taOreowM responsibility 9^ 9 general contractor shall submit plans 8 calculations, sealed & dgned by a professional engineer licensed Into state wM1en to work Is being performed. FOUNDATION DESIGN (Feelings) The bunds design is based on conclusions & recommendations found in the geotechnical report project#251952]4 provided by Toreson dated November 12, 2019 and supplemental letter dated February 28, 2020. All recommendation found In this report shall be followed, Including site preparation. A copy of this soils report Is available for review at the Stmeurel Engineers offlce, the Architects omce, or the job site Miller. Convendanal Spread Footings: a. Maximum Allowable Beading Pressure ...................2,000 psf b. Minimum Frost Depth ............................................. 36" Conventional Spread Footings on Rammed Aggregate Piers: a. Maximum Allowable Bearing Pressure...................8,000 Psf The site shall be prepared in accordance w/ the project geotechnical report prior to foundation construction. All footings shall be placed on adequate bearing shalom or 0 a min. depth as shown on to drawings, whichever is deeper. A qualified geotechnical engineer shall observe excavations prior to conretirg operations b verify me bearing stratum is properly prepared. A copy of a field report shall be transmitted to the engineer of mi Foundation walls have been designed for an equivalent active fluid pressure of 40 pd, an equivalent attest fluid pressure a 60 pct provides an equivalent passive fluid pressure of 360 pct formhe passive mntlNon. Pressure values assume Contractor Whena adequate de-wateringue measures for site. Where applicable, ower understands & accepts all risks associated wi debongretle construction as outlined in the project geotechnical report. REINFORCED CONCRETE Design is based on "Building Code Requirements for Reinforced Concrete" (ACI 318- Latest Edifion). Concrete work shall conform to "Specifications for Structural Concrete for Buildings" (ACI 301 - Latest Edition). Hot & cold weather shall be in conformance w/ ACI 305 & ACI 306 respectively. Concrete design mixes shall provide concrete w/ properties as listed in Concrete Design Mix Matrix below. Cement shall conform m ASTM C1 SO. Aggregate size shall not exceed 3/4" unless noted othenxiss. Chloride admixtures shall not be used. Concrete mix designs shall be submitted to the structural engineer for approval prior 0 construction. Pouring concrete before the mix designs have been approved by the structural engineer is at the Contractors risk. The contractor shall bear the cost, if necessary, to remove & replace the unacceptable cone. Concrete exposed to weather shall have a min. air entrainment of 6 3 fY2 percent. Parking Level slabs are considered 'exposed t0 weather'. Air entrainment may be used for interior concrete not exposed to weather but me result In finishing corn IlcaOons. P P FI ash shall conform to ASTM s Ifimtion C618 Class C or Class F. FI ash shall not exceed 20%of the bbl weight of Y Pee Y g cementimgrad material unless noted otherwise. Slabs 8 mtle beams shall not have drawings, c is in a horizontal lane. Where oto in concrete placement is necessa at 9 I P P P ry point other than shown a these in the center Fonbct the Structural Engineer for direction. Horizontal sh construction o a joints within sada beams shall vi made within the center rube of the span between supports. Horizontal shear keys or a roughened surface shall a shall co All reinforcing shall be continuous through construction joints. ASTM ring Bars shall conform b ASTMA615ceme t ASTM Acing All bars shall in Gare 60. Bars to be Manual of shall conform to ASTM efor Detailing, fabrication, & placement of reinforcing steel shall be in accordance w/ the "Manual of Standard made Practice for Detailing Reinforced be p Concede Structures (A01315 - latest ad.)". Me splices of reinforcement shall in made & no welding m reinforcing shall be permitted except ie shown oras approved by the Structural Engineer, Any welding of reinforcing thus approved shall be done by codified (AWSwelders in strict conformance b the "AWS Structural Welding Code - p Reinforcing der a Of the American Welding Society (AWS cal A latest ad.). 'Tack" welding splices reinforcing will not be permitted under an circumstances. min. length of s to splices shall be Class B tension s Il at co indicated in the Pe Y ^g PP P P reinforcing bar splice schedule e. this she G, unless noted belapped Make all bars continuous one full mesh plu edions or e provide comer bats of equal size. Welded wire mesh shall be lapped one full mesh at sides 8 one full mesh plus 2" at the ends but not less than in & shall be wire bad. cu Anchoring bar extending from surface of cured concrete shall not h Misted in ober s achieve correct alignment. Contact Anchor Engineering for repair at all locations where reinforcing bar hooks or extensions are ria placed w/mrtect orientation or Where bars are n bio inadvertently. be Where Pont. bars in ise on la o beams, ls walls must be spliced slice fop bars stn casEan 8 splice but. bars over supports. Unless re.c otherwise on plan or in details,exposed concrete protection for reinmrcemenh in cast4nglace Pont. shall be as fellows: a. Cone. cast against & permanently exposetl to Saudi ........ 3" b. Formed surfaces exposed to earth or weather: #6 through #11 bars ...............................................2' 015 bar, W31 or D31 wire, & smaller ....................... 1)4' c. Concrete not exposed to weather or in Formad ad Sound: Slabs, walls, jousts: #11 bar & smaller ................................................... 1" Beams, columns: Primary Reinforcement...........................................1J¢' Stirrups, ties, Spirals ........................ )Q . projection ................1 Provide 2 #5 baa one each face re required d by abs n all sides of openings tdin concrete unless noted otherwise. O cal Provide 113stirrupsupport bare where re uiretl b absence of other longitudinal ix 2.1 W.W.M.ent use #4 in thick Webs, beams. P Pp 9 Y 9 Pa Sbbson ratle shallbe rfor 6"sla colnmin. no ASTMervi W.ksi. shall .1 lappa W.oru to 5'thick 9 P plus 2' t the en W.W.M. for 6" slabs unless noted otherwise. W.W.M. shall be lapped one full mesh at sides &one full mesh plus in at the ands but ria less man s" in shat be wire fled. Topping slabs on steel deck shall be reinforced w/ ASTM A1064, 70 ksi unless noted otherwise. Polypropylene fibers may not W used as an acceptable alternative for W.W.M. Provide a rt" chamfer On all ex w comae of concrete walls &columns unless noted otherwise. Y' P Connector moallow for turn linealfeetof#5 rebar to used atthe discretion ache Engineera Re. Bar not used For construction shall be returned to supplier 8 the returned bar cost shall be creditetl back m the owner. CONCRETE MIX DESIGN MATRIX INTENDED USECEE NO/C DI OCONCRETE RATIO NOTES FOOTINGS 4000 0.50 I/II - GROUT, pa END. WALLS CORE WALLS, woo �� ,45 I/II 8%3'I}Q% 6%3% 2.000 PLASTERS, OR RET. WALLS 2,000 2,500 3,250 6,350 2,500 PARKING GARAGE TOPPING SON1� .45 1/B 16#5 - PRECASTCONCRETE - - - - RE: PRECAST SUPPLIER INTERIOR SOG 4500 .45 1/B 6%:'6S% SLAB-ONGRADE EXTERIOR BOG 45M .45 1/B 6%1 6S56 SLAB-ONGRADE OTHER CONC. 4500 .46 I/❑ - 60 Thou "Concrete Mix Design Metrix' is a y Me c performance Specification and m specify the final in-place concrelb construction. Thou ig P PedflCa Y P cify P actual concrete mix design n provided by cold concretes & met Anchor Engineering, Inc. Is not responsible for cr rfortnance of the mix during concrete snorer means & methotls required m attain me specified odre Iui lace concrete Pe 9 9P to ensure pe Theanced during concrete supplier should consider tl+e required means required for each mix design PP req q ig to ensure performance dutlng consrmcrlon. POST -INSTALLED ANCHOR NOTES Drill & Install post -Installed anchors according to manufacturer's printed installation instructions & if applicable, per manufacturer's onsite training. All post-Insmlled anchors shall meet ICC -ES Compliance for each type of application. Unless noted otherwise on the Stmcbrel Contract Documents, me product information & ICGES Evaluation Report for all anchom must be submitted. Concrete must be at least 21 days old before installation of adhesive anchors. All anchor designs are for installation in the following conditions, unless noted otherwise. Written approval must be received from Engineer prior to installation of adhesive andwrs in alternate conditions. a. Dry concrete, unless noted omerwise. b. Concrete temperature at time of installation must be within me temperature range indicated by the product manufacturer for full anchor cepacity. See manufacturers printed installation instruction for adhesive gel & cure times. c. Anchor holes to be hammer drilled. d. Anchor hdes to be cleaned per manufacturer's printed Installation instructions prior to adhesive Injection. All Installers of poskinstalled anchors shall have taken the ACI rectification program Per 2018 IBC as well as to prodi manufacturer training program. Submit certificates for record. All Bost -installed anchors in concrete shall be suited for use in seismic & cracked concrete apPlicabons. Adhesive anchors in concrete shall be as indicated in the Structural Contract Documents or approved equal. Adhesive anchors in CMUrouted solid at the anchor shall be as indicated in the Structural Contract Documents or roved 9 PP equal. Cells at to anchor & one course above a below to anchor shall be grouted solid. produced anchors in masonry 8 hollow CMU shall to as indicated in the Structural Contract Documents col matching screens Adhesive Sby ethe same manufacturer as sl anchor or approved equal. Adhesive anchors in overhead, negative slope, horizontal applications must be qualified for tease installation orientations col specific recommendations from the manufacturer. r. Insbllee shall for these applications shall ba ceNfietl in accordance col ACI requirements. Expansion anchors In concrete shell be as Indicated Ino the if he as In Contract Documents or approved equal. Expansion anchors In CMU grouted mild at the anchor shall be as solid. Indicated in the Structural Contract Documents. Cells at the anchor &one course above & below the anchor shall be grouted solid. Anchor dcapacityby the used In aldesign Eng shall be based on the technical data published by the manufacturer or such other metol as approved the Engineer Record. Substitution request for monster must that roved in lu the PP Y 9 q P PP 9 Y Structural Engineer of Recordprior UPrmance use. Contractorshallprovitle t. Subs ons demonstratingthat thesubstitutedproduct is capable of achieving the performance values of me specified product. Substitutions willstcategory, their having il ICC ESR showing compliance col the relevant building code for seismic uses, load resistance,, installation category, & availability of comprehensive installation instructions. Adhesive anchor evaluation will also consider creep, ineervice temperature 8 installation temperature. JYiN_FYCi9Y3-YIY3--bYi ZML1LNYil4 Concrete shall develop 5,000 psi ultlmate compressive strength in 28 days. Maximum aggregate size shall be 3/4'. Design & fabrication of precast & prestressed concrete units shall be in accordance w/ ACI 318 code, latest will Design loading for the floor & roof are as fellows: 1. Live load typical floor ...................... 40 psf 2. Live load garage roof ...................... 55 part 3. Refer to load map for additional special leading. Design precast wall panels for to floor & reef dead & live bads listed above plus the following: 1. Self -weight 2. Outof-plane lateral forces due to wind pressure or seismic acceleration in accordance wl to local building codes 8 provisions outlined in these general notes. 3. In -plane lateral loads due to wind pressure or seismic acceleration acting On the primary lateral face resisting system (LRFS) of the structure as specified elsewhere in the structural drawings. 4. Loads imported from other precast wall panels, curtain wall systems, glazing, etc. The contractor shall submit shop drawings & structural calculations signed & sealed by a professional engineer licensed in to state of Colorado, prior to fabricadon in the structural engineer for review. Size of precast members shall not be changed unless accepted by the archibd & Succeed engineer. See speGfications for tolerances. Prestressing reinforcement shall be unmated high tensile wire strand having a minimum ultimate tensile strength Of270 ksi & a minimum total elongation of 4 inches in 100 feet Strands shall conform to ASTM A416. The tensioning forces shall comply w/ the strand manufacturers specifications & tension shall be maintained during placement & until the concrete has attained the design release strength of 3750 psi. No welding of reinforcing shall be permitted unless specifically called for or accepted by the struckwal engineer. See mechanical & electrical drawings for any additional leads that are applied In the double was or beams. Precast units shall be cast to tolerances shown in part 8, "Precast Concrete Insmutes Design Handbook', See Meetings for inserts, connections & mild reinforcing. STRUCTURAL MASONRY All structural masonry shall be placed as running bond. Comers & intersections of load bearing walls shall also interlock. All Concrete masonry block units shall conform to ASTM CN, Grade N, Type 1. All brill units shall conform to ASTM C62, SW Grade. All mortar for masonry walls shall conform to ASTM C270. All grout for masonry walls shall conform to ASTM G476, made w/ stone aggregate. Masonry shall develop a prism compressive strength of Pm = 2,000 psi in 28 days for all structural bearing walls. Non-structural partition walls may be fm = 2,000 psi. PERIODIC SPECIAL INSPECTIONS ARE REQUIRED Where the unit strength method is preferred by the contractor in lieu Of prism strength testing Per the governing building code & associated reference, please refer to "Masonry Unit Compressive Strength Matrix" for min. requirements. Horizontal joint reinforcing in all masonry walls shall be standard odder or Huss type wall reinforcement built up from W1.7 (9 ga.) wire or approved equal w/ a maximum vertical spacing of 16" o.c„ u.n.o. At multi wythe walls, horizontal joint reinfOrdng shall be the correct width m tie each wythe together. Vertical reinforcingshall be the size & spacing shown on the drawings & extend full height of the wall. Full height vertical Pa 9 9 9 ig Reinforcing shall conform provided AST et comers ends or ASTMA706. openings, &eacM1 side of anchor'oias. reinforcing P I P n9 1 R fully gro t shall conform a ASTM g shall Grade or ASTM ed by All cella ening u reinforcing or anchor bolts shall be 9 9 9 full routed All mason enforcing ern shellbelapped asre uiretlb the 12"each Be of Code. Y 9 masonry 99 Y 9 9 Fill all voids 8 block cores solid col grout for a distance of 24" beneath 812" each side a all beam reactions or other concentrated from loads, foundation All dowels from Length table & shall match size o location of vertical wa reinforcing it masonry. Dowel embedment shall is per the Rebar Lap Length Table 8 project bar as required m splice w/ wall vertical bar per the rebar lap length requirements Of the Governing Building Code. Provide bond beams w/ (2) #5 cont. bars at top of parapet, roof bearing elev. 8 Boor bearing elevs., u.n.o. Lap bond beams wherestepped. Vertical contra joints fee shall be rfin. provided in masonry walls as shown on the architectural drawings. Care shall be taken to assure Provide sins are free of mortar flus. Provitle steel lintels as shown in the lintel schedule for all per into In masonry walls unless noted otherwise. Care shall be ezessure ir minimize me penetration a mortar into grout spaces. Provide clean -outs sry at bottom Of each grouted cell. Use high-pressure air or water to clean grout space &reinforcing. Plug deanouLs col masonry units 8 brace against grout pressure. Anchor reinforcement at maximum 4'-0' P.O. to prevent displacement during grouting operations. MASONRY UNIT COMPRESSIVE STRENGTH MATRIX SPEC28 GT(i MIN. MIN. MIN. DAY STRENGTH DAY STRENGTHFIED psi MASONRY OF SO MAS NRYUMORTITS GROUT, pa BOTTOM wiOr N psi vrOF #3 2.000 2.000 2,650 2,000 2,500 3,250 6,350 2,500 3,000 6,500 - 3,000 STRUCTURALSTEEL Structural steel shall be detailed, fabricated, & erected in conformance w/ the AISC Specification & the Code of Standard Practice, latest editions. Rolled structural steel shapes shall conform b the following spedfications: a. W Shapes.....................................ASTM A992, 50 ksi b. Channels. Angles, & Places.......... ASTM AN, 36 ksi U.N.C. in plans) C. Pipe Shapes ................................. ASTM ASS,Grade B 35 ksi v d StructuralTubing under shop .u.......ASTM shall ll be tired or bolted ( ) Connections made untler rho conditions shall be welded X elect w/ ASTM F3125 Gouda erg high strep belts. t X P 9 9m type re N.ui Welds shall be made w/ AWS A5.1 or A5.5 class E]OXX electrodes a equivalent submerged arc &fellow all eq rg requirements of AWS Design Of all steel connections shall be the responsibility of the steelfabricator tion 3 & all accordance col iAISCtem 303 Code o Standard Practice for Steel Buildings 8 type w/s, latest edition, 3251 I olts, Option 3 e all otherwise. A requirements. Field bolted connections shall be bearing type 6 %odiameter A325 -N bolts,unless noteddningfir e.All connections where reactions are not indicated on Ian shall support Connections the total ungene load capacity i^ bending for each beam 8 span as shown In the P PP ce Y 9 P AISC uniform bad constant tables. Connections shall tails, l follow those as found in AISC "Steel Construction Manual" generally latest edition. The steel fabricator shall submit laps details & FoI by Anchor s sealed 8 signed b a Professional engineer P sg Y Pr 9 licensed in the state where the work is being performed for review by Anchor Engineering, Inc. All webs shall beedormed an AWS certibetl welder. v v min. fills web sizes shall conform to AISC requirements. Anchor bolts shall conform S. ASTM Fl erfor 36 ksi unless noted otherwise. Headed anchor duds H.A.S. shall Forton a ASTM At 6 ,0 a min. tensile siren of 60 000 psi. Deformed anchor surds l ) strength Structural shall be ASTM sA706 shall a min. tensile strength a 60,000 psi. Structural steel members shall as a min. be acoatedccord cola w/ A 1566 Type 1 ting Oxide) paint a to sunp steel exposed to el weathershall shale Hot -Dipped a man Galvanized in accordance w/ASTMA1esi Gostinstlamaetl hater than erection in shop. PP 9 9 shipping, 9 Or bath shall be repairedrhsal a manner that will provide a corrosion resistance s u valent or better man mat provided in sh 9P equivalent P Op. Steel in conbG col earth shall be coated w/ (2) layers of a bituminous paint unless noted otherwise. STEEL FLOOR & ROOF DECKING Deck shall be manufactured & erected according to'Siamil cations 8 Code of Standard Practice" of to Steel Deck Institute. Welding patterns, screw patterns, & details shall be indicated on the manufacturers shop drawings. Deck shall be attached to supporting members as shown herein. PP 9 Puddle welds shall be 518" diameter & shall be made using 14 gauge welding washers when recommended by the Steel Deck Institute. Deck screws shall be slabs h 11 b attached to all specified, used w/ neoprene washers. Steel forth deck for concrete slabs shall of Mme s tl b all le shown b then or approved dips, spaced at 24' o.c. maximum. PP Y welding vP P P Decking must be continuous over a min. of tree spans unless shown otherwise. Metal Roof Decking shall be painted unless fireproofing is required. LIGHT GAUGE STRUCTURAL STEEL FRAMING Light gauge steel foaming materials shall conform to the Steel Sud Manufacturers Asmciation (SSMA) guidelines as well as the following specifications: 1. Steel studs & joists unless notetl otherwise onP Ian: a. 93, 68 & it mils ......................... ASTM Aj ST50L, Minimum Yield = 50 ksi In. 43 ri 33 mils..............res,......cc ASTM A10es STte L, Minimum Yield :33 ksi 2 Track, bridging, end closures, & accessories es unless noted otherwise On plan: a. All ...............................................ASTM A1003, ST33L, min. Yield =33 be Unless otherwise shown, ^Cee" was shall have 1% flanges w/Yz" return lips, track shall be "deep leg' w/ 1R' flanges. Refer to plans for additional information. Tracks shall be securely anchored b the supporting simdure as shown on to plans. At tack butt jams, abutting pieces a track shall be securely anchoretl m a common structural element, or they shall be butt welded or spliced together. Temporary bracing shall be provided until erection Is completed. Handling & lifting of prefabricated frame panels shall be done in a manner as to not cause distention in any member. Splices in axially loaded studs shall not be permitted unless approved by structural engineer. A min. of f 0" of un -punched steel Is required at both ends of studs (no punching holes of any size Is permitted In these 10 inches). No cutting of to stud flange is permitted. Light gauge steel framing components shall be connected together using #10 TEK selfdrilling screws or welds & procedures conforming 0 the AWS specification for welding sheet steel in structures. E70 or E60 electrodes may be used. All studs at openings & at ends of Ndacing straps shall be welded together w/Ys' fillet welds x 2" king at 12" o.c, each side unless otherwise noted. Provide -sill seal" material, match stud well width, under all outside bottom tacks. Provide But washer under each anchor bolt not for bottom track anchorage. Bridging shall be provided per the recommendations of the manufacturer. Bridging between horizontal members shall not 9 9 P P dg 9 exceed a maximum of min on center 8 bridging between vertical members shall notexceeda maximum a 5'-0" on center. All project gauge stutlsMaming members are to be designed by a specialty matador licensed to Practice engineering in to project state. Wind &exposure given in mesa general notes shall be used w/ the governing building wide to determine wall pressures. Snow drifting on d be gauge low roof elements & assemblies shall be accounted for in accordance col ASCE ], latest edition. Wall studs should be designed b support low roots er awnings where required. Max. wall stud 0 = d the for brick 8 0360 for all others. All connections from the light gauge framing to the concrete or steel structure are the responsibility ofthe ineaalty contractor. Shop drawings t &calculations bearing the seal a to designing engineer shall be submitted to Anchor Engineering, Inc. for review prior to construction. UNLESS SPECIFICALLY DETAILED &/OR SPECIFIED ON THE STRUCTURAL CONTRACT DOCUMENTS, STAIRS, BALUSTERS, HALF -WALLS & RAILINGS FOR DECKS, BALCONIES, AWNINGS SUN SHADES, 8 WALKWAYS HAVE NOT BEEN DESIGNED BY ANCHOR ENGINEERING, INC. DESIGN& CONSTRUCTION OF THESE ELEMENTS, WHEN NOT EXPRESSLY SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS, ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THESE ELEMENTS ARE CONSIDERED DESIGN -BUILD & THE GENERAL CONTRACTOR SHALL SUBMIT PLANS & CALCULATIONS, SEALED & SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE WORK IS BEING PERFORMED. REBAR SPLICE LENGTHS, IN. CLASS'B' TENSION SPLICES fc=4000Psi CONC. COVER=1' CONC.COVER=IJ$' CONGCOVER=2' BARBEEMTOPBO�OM TOP BOTTOM TOP BOTTOM TOP BOTTOM#3 #3 16 16 16 16 16 16#4 #d 20 16 20 16 20 16#5 #5 N 20 24 17 26 19a p6 36 2] 29 20 29 22#] p] 58 44 d8 ]701 42 33#8 p8 ]2 56 60 42 48 3]#9 p9 88 88 T4 51 60 46#10 #10 106 82 91 83 Td 5]#11 #11 141 IN 103 75 89 88 REBAR SPLICE LENGTHS, IN. CLASS'B' TENSION SPLICES fc=5000pe1 CONC. COVER=1' CONC.COVER=1)5" CONO.COVER=z BAR SEE TOP BOTTOM TOP BOTTOM TOP BOTTOM #3 16 16 16 16 16 16 #d 20 16 20 16 20 16 #5 N 20 22 17 22 f] p6 36 2] 28 20 28 20 p] 58 44 43 33 38 29 p8 ]2 56 54 42 43 33 p9 88 88 68 51 53 41 #10 106 82 81 83 68 51 #11 126 97 97 75 T9 81 NOTES: 1. SPLICE LENGTHS ARE BASED ON ACI 318-14 2. SPLICE LENGTHS ARE 1.3 x BASIC DEVELOPMENT LENGTH. 3. IT IS ASSUMED REBAR CENTER -TO -CENTER SPACING> 2YCOVER +X BAR DIFMETER). d. IT IS ASSUMED REBARS ARE UNCOATED NOT EPDXYCOATED. 5. VERTICAL REBPRS USE SOME SPLICE LENGTH AS BOT. REBARS. 6. TOP BAR LENGTHS ARE SPECIFIED FOR HORIZ. REINF. SO PLACED THAT MORE THAN 12" OF FRESH GONG. IS CAST IN MEMBER BELOW THE SPLICE. ]. SPLICE LENGTHS FOR REBARS of DIFFERENT SIZES SHALL BE BASED ON THE SPUCE LENGTH FOR THE SMI SIZE REBAR. COMMON ABBREVIATIONS AEI ANCHOR ENGINEERING, INC. STD. STANDARD RE: PLAN REFER TO PLANS OR GENERAL NOTES T.O.W. TOP OF WALL RE: ARCH REFER TO ARCHITECTURAL DRAWINGS B.O.W. BOTTOM OF WALL RE: CIVIL REFER TO CIVIL DRAWINGS BOT. BOTTOM E.O.R. ENGINEER OF RECORD A.F.F. ABOVE FINISHED FLOOR U.N.O. UNLESS NOTED OTHERWISE O.H. OPPOSITE HAND TYP. TYPICAL VERT. VERTICAL SIM. SIMILAR HORIZ. HORIZONTAL EA. EACH CONC. CONCRETE RED'D. REQUIRED A.B. ANCHOR BOLTS REQ'M. REQUIREMENTS CJ CONTROLJOINT F.V. FIELD VERIFY It PLATE BRG. BEARING t CENTERLINE MANOR MANUFACTURER w/ WITH P.T. PRESERVATIVE -TREATED @ AT T.O.C. TOP OF CONCRETE & AND B.O.C. BOTTOM OF CONCRETE W PLAN LEGEND w H zz w -DENOTES INTERIOR BEARING WALL ABOVE & BELOW 1� w/ TRUSSES TERMINATING @ WALL, TYP. U.N.O. -DENOTES INTERIOR BEARING WALL ABOVE & BELOW F� W/ TRUSSES SPANNING CONT. @ WALL, TYP. U.N.O. -DENOTES FLUSH FRAMED HEADER, TVP. U.N.O. -DENOTES INTERIOR SHEAR WALL, TYP. U.N.O. - DENOTES BEARING WALL ABOVE & BEARING WALL BELOW c===� - DENOTES WALL BELOW BLOCKING PANELS REQ'D. @ALL BEARING 8 SHEAR WALLS, TYP. U.N.O. STRUCTURAL SHEET INDEX SGM.0 GENERAL NOTES SGM.1 GENERAL NOTES& TYPICALDETAILS SGT -0.0 GARAGE FOUNDATION PLAN SG1-1.0 GARAGE LEVEL I PLAN SOMA GARAGE LEVEL 2 PLAN LI SG1-1.2 GARAGE LEVEL 3 PLAN SG1-1.3 GARAGE LEVEL 4 PLAN SOMA GARAGE LEVEL 5 PLAN SG1-1.5 GARAGE LOAD PNItl SG2-0.0 GARAGE FOUNDATION SECTIONS SG2-0,1 GARAGE FOUNDATION SECTIONS SG2-1.0 GARAGE PRECAST SECTION L ANCHOR ENGINEERING, Inc. Richard M. Schauppi PROFESSIONAL ENGINEER 2535 PIN Street PHONE (303)7834997 Dor CO 80211 FAX(303)830-9133 DESIGNEDBY- Old REVIEWED BY- RMS DRAWNBy. EG/ID ]OBNO_ IW595 111 �� 11 KEPHART community a planning • architecture 2555 WALNUT STREET DENVER COLORADO NI x^xrv.kepM1aM1ew ANCHOR ENGINEERING STXPCrV[. L EN On EEFS 2535 17th S+reaC nenveq Calo.aao $0211 303-783-4797....... ne•.303,-,830-9133 e 3"em s- las L O r U Z w W Q OC x W a w H zz w 1� W F� w w W U N hz w z W w Y' CFy �oe,'.P•DO'sc 38160 �: $, •, ova5Ra2t JW SOF•,•• ••,\�. No. Dab loses marzm5 + lazrmm RESURA IALIM RssueumAL rncwxsa aEv. z Bolam eln wsxxs s usueN z s+ 5 Project Engineer SJB Reviewing Engineer RMS Data 07/25/2019 jab Number 190595 Drawn By EG/LD Checked By RMS Title GENERAL NOTES Shed Number SG0-0.0 SHOP DRAWINGS & SUBMITTALS - Review of shop drawings by the Structural Engineer Is to establish general conformance of the shop drawings w/ the Structural Contract Documents. No responsibility is assumed by the Structural Engineer for correctness, dimensions or details. All min. conditions & requirements specified on the Structural Contract Documents or in Me governing building code & referenced standards shall be met regardless of the information indicated on the shop drawings. The connector bears sole responsibility for some, omissions & wide requirements associated w/ Me shop drawings &the application 0 Me inknne6on Items. Shop drawings will be reviewed one (1) time by Anchor Engineering, Inc. (AEI) for conformance w/ Me Structural Contract Documents. If shop drawings are indicated by AEI as Revise & Resubmit, AEI will review the resubmittal for incorporation of the redlined items only. Further review of structural submittals beyond these indicated will result in additional fees charged on an hourly basis at AEI's standard rates per the project Agreement. - Construction Documents are copyrighted & shall not be reproduced for use as erection plans or shop details. - All shop & erection drawings shall be checked & stamped by the General Contractor prior to submission for Engineers review. Unchecked submittals will be returned without review. Fumish one 1 elections or two 2 haw w sets of sho & erection OO PY P drawingslbr Concrete Mix Design, Concrete ReinforcingpriSteel Macon ReinforcingStructural Steel Metal Deakin and 9. Masonry 9 Light Gauge Steel aStructuralmitEngineer en(for rev eco pear[ofareration Sequestra afinely mannertopermitsorsp)working days ications shall rev by Structuralg. Shope Requests for Me modification le of pienscspecHstedcanges be are dealt' tl- ting Shop event, such chansubmges by d tor do not w drawing a writing" unless specific suggested changes are dearly marked In any event, such changes by means of the shop Brewing Anchor nor request for Ifor time & process become the raking the ity it the one Icultio ng such change 8 shall compensate Anchor Engineering, Inc. for time 8 expense incurred for making the desired d modifications The contractor shall allow for adequate time for the review, design 8 detailing of requested nwdifiptions or repairs in the construction le. Review of shopop drawings by the Engineer of Recoil is a courtesy 8 tines not relieve the supplier ofeenk indicated in Me Structural Contact Documents unless specificelly noted otherwise in writing by the reviewing engineineer.r. STRUCTURAL OBSERVATIONS - Structural Engineer shall make parodic observations of the constructed during placement of foundation & erection of structural framing. The purpose of the observations shall ba to become generally familiar w/ the quality of work of the contractor in ower to determine general conformance w/ Me contact documents. Such observations shall not replace required inspections by the governing authorities or serve as "special inspections' as may be required by Chapter 17 of Me governing building code. - The contractor shall notify the Structural Engineer at the following stages of construction so Mal these observations may be made: a. Prior to placing foundation concrete (after reinforcement placement). L. Prior to grouting structural masonry walls (after dock & reinforcement placement). c. During erection of each level of structural framing. d. After completion of all structural burning emotion (including permanent bracing). e. After roof deck has been placed & connected (before roofing operations). - Notification for observation shall be given M the Structural Engineer at east 24 hours prior to the time the observation is needed. The Structural Engineer may not make observations at each notification & lack of observation shall not stop progress of construction nor shall Me observation indicate owner's acceptance of all work related to the observation. MATERIALS TESTING REQUIREMENTS - Testing & Inspecting: Owner will engage a special inspector & qualified testing & inspecting agency to perform field tests & inspections & prepare test reports. CONCRETE. - Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to Me following requirements: 1. Testing Frequency: Obtain one sample for each day's pour of each concrete mixture exceeding 5 cu. yid., & not lase Man one sample for each 190 cu. yid. or faction thereof. 2. When frequency of testing will provide fewer than five compressive -strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer Man five are used. 3. Slump: ASTM C 143/C 143M; one test at point of placement for each sample, but not less Man one test for each days pour of each concrete mixture. Perform additional tests when concrete consistency appears to change. 4. At Content: ASTM C 231, pressure method, for normakwelght concrete: one test for each sample, but not lass Man one test for each day's pour of each concrete mixture. 5. Concrete Temperature: ASTM C 1 OIWC f 064th; one test hourly when air temperature is 40 deg F & below & when 80 deg F & above, 8 one test for each composite sample. 6. CompressiveStrength Tests: mold the cylinders per ASTM C31 & test the cylinders per ASTM C39. a. Provide a min. of four 6x12 (or five 4x8) cylinders from each sample taken. More cylinders may be taken at Contractor's option or for determination of compressive strength for stressing operations. b. Cylinders for compressive -strength tests (other than for stressing operations) are Iaboratoryctured u.n.o. c. Test one cylinder at 7 days & two 6x12 (or three 4x8) cylinders at 28 days. Had one cylinder in reserve. d. A 28 -day compressive -strength lest shall be the average compressive strength from a set of two 6x12 (or three 4x8) cylinders obtained from same sample & tested at an age of 28 days. 8. Strength of each concrete mixture will be satisfactory if Me average of any three consecutive compressive -strength tests equals or exceeds specified compressive strength & no compressive -strength test value falls below specified compressive strength by more Man 500 psi. 9. Test marks shall be reported In wilting to Engineer, Architect, concrete manufacturer, & Contractor within 48 hours of testing. Reports of compressive -strength tests shall contain Project Identification name & number, data a concrete placement, name of concrete testing & Inspecting agency, location of concrete batch In work, design compressive strength at 28 days, concrete mixture proportions & materials, compressive breaking strength, & type of break for both 7- & 28 -day tests. 10. Additional Tests: Testing & inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Architect. Testing & inspecting agency may conduct tests to determine adequacy of concrete w/ remaining cylinder specimens after 28 day tests are conducted coretl cylinders complying w/ ASTM C 42/0 42M or by other methods as directed by Architect. 11. Additional testing & Inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work w/ spiralled requirements. 12. Correct de8dencles In Me work that lest reports & Inspections Indicate does not comply w/ the Contract Documents. 13. Measure floor &Mob flatness within 48 hours of finishing. MASONRY - 1 . ASONRY:1. Grout shall be placed only after inspectors have verified compliance of grout spaces & grades, sizes, & locations of reinforcement. 2. Testing Frequency: One set of tests for each SON N. ft. of wall area or porton thereof. 3. Concrete Masonry Unit Test: For each type of unit provided, per ASTM C 140. 4. Mortar Test: For each mix provided, per ASTM C 780. Test mortar for Muder air content & compressive strength. 5. Grout Tesl: For each mix provided, per ASTM C 1019. Test grout for compressive strength. 6. Prism Test: For each type of constmction provided, per ASTM C 1314 at 28 days. WELDING: 1. Partial & complete joint penetration welds shall have magnetic particle inspection in accordance w/ ASTM E709 performed on root pass & on finished weld. DEFERRED SUBMITTALS - Unless specifically detailed herein and/or specified on the structural contract documents, Me following items have not been designed by Anchor Engineering, Inc. Design & construction of these elements, when not expressly shown on the Structural Contract Documents, are the responsibility of the General Contactor. These elements are considered design -build & the General Contractor shall submit plans & calculations to our office for review. The plans & calculations must be sealed & signed by a Professional Engineer licensed in the state where the work is being performed unless noted otherwise. Shop drawings must be submitted for coordination & review by the General Contractor & review by the Engineer of Record prior 0 construction of the foundation. • Precast Framing Elements(including Conneotiq"Supwafirrd rei � • Rammed Aggregate Pier Soil Improvement'(Submittal must be reviewed and approved by Geotechnncal Engineer of Recomb 2 • Miscellaneous Steel Assemblies (including Gla rletlBnkeb- tAIw; HanMeN9>6ikwFaNS; BtlIueWtr, Neff-Wellitis - Belconles, Awnings, Sun Shades, Canopies, etc.) • All Landscape Features & Site Work Including but Not Limited to Site Rereading Walls, Planters, Arbors, Shade Structures, Walkways, etc. • Precast Panels (Including Connections to Superstructure) SPECIAL INSPECTION REQUIREMENTS - A special Inspector shall be engaged to make Special Inspections of Me construction work as outllned below In conformance wl the provisions of chapter 17 of the Governing Building Code. - Special Inspections shall be performed by an independent, established & recognized agency approved by the building official as demonstrating competence in performing the required Special Inspections. - The special inspector shall have experience in the inspection of the particular type of construction or operation for which the special inspection is being performed. - The inspecting agency shall keep records of all inspections performed. A copy of all inspection reports shall be provided 0 the building official as well as to Anchor Engineering, Inc.. - Inspection reports shall specify that work inspected was completed in full conformance 0 the most recent approved! Structural Contract Documents. Any discrepancies w/ the Structural Contrast Documents shall be brought to the immediate attention of Me contractor for correction. All required structural conections/modifications shall be submitted to Anchor Engineering, Inc. & adequate time shall be allotted for by the contractor for review & response. Costs incurred due to required corrections, modMcations & time delays shall be Me sole responsibility of Me contractor. - A final report shall be Issued by the Inspection agency to the building department as well as Anchor Engineering, Inc. stipulating that all Inspected Items are In conforrnance w/ the StmeWnal Contract Documents or wl additional documentation 8 provided by the building department or Anchor Engineering, Inc. All Structural Contract Documents used In Me spedal Inspection process shall be identified & Itemized, Including dates of Issue. - Inspection reports shall Include the names of personnel on site during Inspection. - The following work shall be Inspected by the special Inspector In accordance with chapter 17 of Me Governing Building Code and referenced standards. 0 • Steel Construction: IBC Section 1705.2 &' • Concrete Construction: IBC Section 1705.3 • Masonry Construction: IBC Section 1705.4 • Wood Construction: IBC Section 1705.5 • Sofli: IBC Section 1705.6 z • Fabricated Items: IBC Section 1704.2.5 rn I CORNER BARS TO MATCI HORIZ. REINF., TYP. RIB INTERSECTIONS TYPICAL DETAIL 3/4" =1'-0' RE: APPROPRIATE SECTIONS FOR WALL REINF. !I 2 11 --. I '' (4)#4 HOW. TIES x Dr@6'o.c. �-I T.O. PIT SUB ty`-- ----- mr 47 RE: PLAN ,T 3"CUR. ----- ,IY a ------- Y SUMP PIT ..iILJ _L ELEVATOR SUMP PIT 4 TYPICAL DETAIL 3/4" =1'-0' STRUCTURAL ERECTION & BRACING REQUIREMENTS The structural drawings illustrate the completed structure w/ elements in their final positions, properly supported & braced. These construction documents contain typical & representative details to assist the contactor. Details shown apply at all similar conditions unless noted otherwise. Although due diligence has been applied to make the drawings as complete as possible, not every detail is illustrated, nor is every exceptional condition addressed. All proprietary connections shall be installed in accordance w/ the manufacturers' recommendations. All work shall be accomplished in a workmanlike manner & in accordance wl the governing building code, local amendments, & local ordinances. The general contractor is responsible for coordination of all work, including layout & dimension verification, materials coordination, shop drawing review, & the work of subcontractors. Any discrepancies or omissions discovered in Me course of the work shall be immediately reported to Me architect for resolution. Continuation of work without notification of discrepancies relieves the architect & engineer of all liadlhy. Unless otherwise specifically indicated, Me Structural Contract Documents do not describe means, methods, techniques or sequences of construction. The Contractor, in the proper sequence, shall provide proper shoring & bracing as may be required during construction & is responsible for Me procurement of all engineering services required to achieve the final completed structure. The contractor, in Me proper sequence, shall perform or supervise all work necessary to achieve the final completed structure, & to protect the structure, workmen, & others during construction. Such work shall include, but not be limited to, bracing, shoring for construction equipment, shoring for excavation, formwork, scaffolding, safety devices & programs of all kinds, support & bracing for cranes & other erection equipment, & Me dynamic aspects of thermal variations on Structural elements & connections during construction. Do not backfill against basement or retaining walls until supporting slabs & floor Morning are In place & securely anchored unless adequate bracing is provided. Structural steel frames are 'non-sef-supporting' per AISC Code of Standard Practice. Temporary bracing shall remain in place until all facts, walls, roofs & any other supporting elements are In place. The architect & engineer bear no responsibility for the above items & observation visits to the she do not in any way include inspection of them. Where periodic or continuous inspection is required by these documents, governing building code. local amentlments, or local ordinance, the owner shall employ an independent inspector cedified in the particular area of concern. The inspector shall be responsible to, & report to, the architect & building department. TOP REINF. BARS HOOKED DOWN 0 4'-0' UNLESS OTHERWIS T.O.C. STEP, TYP. I (2)f1x FTG. ICUSS 'B'S STEP+ -0" I SIN I B.O.. WALL, NP. I 1\ I _------ CU65S'B' SPLICE I � Z I m X' SAWCUT CONTROL JOINT, RE: PLAN & RE: PIAN FOR SLAB REINF. SOILS REPORT FOR RECOMMENDATIONS SAWCUT CONTROL JOINT I "x 1'-O'SMOOTH DOWELS @ 24"o.c -� - (GREASE ONE ENO) LOCATED (a? I RE: PIAN FOR SLAB REINF. MID -DEPTH OF SLAB I I § I A 9 tUP 1BOT. REINF. MRS HOOKED X 2-O'MIN. @FOOTING STEP, NP. FOUNDATION WALL STEP 2 TYPICAL DETAIL 3I4"=1'4Y MAO _ . O • a a V SINGLE CENTER DOUBLE CENTER BACKER ROD & CAULKING, VERT. BAR EA. SIDE OF MATCH COLOR TO MORTAR, CONTROL JOIN, MATCH SIZE \ RE: ARCH. w/ TYP. WALL REINF.(f15 MIN.) \ BOND BEAM REINF. SHALL OPENING SIZE BE CONT. THROUGH J CONTINUOUS 2x4 KEY CONTROL JOINT CONTROL JOINT LENGTH &DEPTH OF JOINT 2. CONTROL #6 Eik EA. WAV @ COLUMN LINES & #7 10' oG MAX, WAY OR #8 AS NOTED OTHERWISE. TYP. VERT. WA7REINF., 82 TYP. BOND BEAMMORI 3. UNLESS NOTED OTHERWISE - CORNER BARS T USE SAWCUT CONTROL JOINTS SIZE OF BOND BEA @INTERIOR SUBS &UBE LAP PER SCHEDULE ON - TOOLED CONTROL JOINT6� GENERAL NOTE SHEETS 6• 6• EXTERIOR FUTWORK. CONSTRUCTION JOINT CORNER DETAIL TERMINATE DUROyi JOINT REINFORCING EACH SIDE OF CONTROL JOINT VERT. BAR IN CORNER TO MATCH SIZE OF TYP. VERT. WALL REINF. IF CONTROL JOINT IS LOCATED CORNER, INSTALL SIM. TO ABOVE, USE SMOOTH CORNER BARS& GREASE ONE END TO RELEASE BOND RE: TYP. MASONRY NOTES ON PIAN FOR LOCATIONS WHERE CONTROL JOINTS ME TO BE OMITTED FOR STRUC. INTEGRITY MASONRY DETAILS 5 TYPICAL DETAIL 341=r-0' DOWELED CONSTRUCTION JOINT NOTES: OPENING SIZE 1. RE: SOILS REPORT FOR CONTINUOUS 2x4 KEY SUBGRADE PREPARATION REQ'M. APPLY BOND BREAKER FULL RE: PLAN FOR SLAB RE F. LENGTH &DEPTH OF JOINT 2. CONTROL #6 Eik EA. WAV @ COLUMN LINES & #7 10' oG MAX, WAY OR #8 AS NOTED OTHERWISE. d,9 82 #5 3. UNLESS NOTED OTHERWISE - .625 USE SAWCUT CONTROL JOINTS #6 @INTERIOR SUBS &UBE .750 - TOOLED CONTROL JOINT6� #7 6• 6• EXTERIOR FUTWORK. CONSTRUCTION JOINT 22.2 SLAB -ON -GRADE JOINTS 3 TYPICAL DETAIL 25.4 3/4'=1'41" 14 COM. NOSE BAR, DOWEL ®1Z' o.c AS TYPICAL SLAB -ON -GRADE STEP 6 TYPICAL DETAIL 314'=1'4Y LOOSE LINTEL SCHEDULE OPENING SIZE LINTEL SIZEI BEARING EA. END TLY OR LESS L6x6xM' 4" NOTES: 1. ALL UNTELS SHALL MASONRY. THE REBAR SPLICE LENGTHS IN MASONRY BAR SIZE UP SPLICE LENGTH (in) #4 W #5 45 #6 54 #7 63 #8 72 d,9 82 NOTES: 1. SPLICE LENGTHS ARE BASED ON fin =1500 psi (MIN). 2. SPLICE LENGTHS DETERMINED BY THE IBC REQ'M. 3. SPLICE LENGTHS FOR EPDXY-COATED BARS TO BE TAKEN AS 1.5 • LAP SPLICE LENGTH. REBAR MARK CONVERSION 'Soft Metrification" BAR SIZE DESIGNATION BAR DIAMETER U.S. SI in. mm #3 #10 .375 9.5 #4 #13 .500 12.7 #5 #16 .625 15.9 #6 #19 .750 19.1 #7 #22 X75 22.2 #8 #25 1.000 25.4 #9 #29 1.128 28.7 #10 #32 1.270 32.3 #it #36 1.410 35.8 U.S. GRADE 60 =SI GRADE 420 (4) U.S. GRADE 40 =SI GRADE 300 "^A VA 111 �� 11 KEPHART community a planning • architecture 2555 WALNUT STREET DENVER COLORADO Ned �knioli JAsNTdHORINEEING[.L ENmNEEFS 253517th 3 g tt, nerve• 9630 9133 www0211 303-783-4797 03- •tenc h e•an g.mm F O Z W Q H a z cow/ WW w CO N hz O W W Nil- CFy �oe,'.P•DO'sc :� 38160 �: �� �� •M/092021 CONAL E No. Date Issue marzm5 PoxuITSUB" u terse RssusumTAL VOWNER REI. 2 avian stR vlsxx3 sEsusN z s� 5 Project Engineer SJB Reviewing Engineer RMS Data 07/25/2019 jab Number 190595 Drawn By EG -D Checked By RMS Title INEEN GENERAL NOTES & TYP. DETAILS Shell Number INEE SIGMA 1. STEP T.O.C. 2, STEP TO. FTG. 3. STEPB.O.C. 4. 5' CONCRETE SLAB wl 6X5 W.5xW5 W.W.M. MID DEPTH OVER COMPACTED FILL- RE: SOILS REPORT. RE: ARCH. DRAWINGS FOR SLAB DEPRESSIONS, SLOPES TO DRAINS, ETC. SAW CUT CONTROL JOINTS ®10'-0' or. EA. WAY. 5. NONIOAD BEARING CMU WALL REINF.wt9 VERTS.@3Tox. & STANDARD WEIGHT 220 (ADDER MESH REINF. ® 16' o.c. REFER TO SGI FOR LINTEL REQUIREMENTS. 6. PROVIDE 1Z'WIDE x12' DEEP STRIP FOOTING CAST WITH SIAB-0N-3RADE.REINFORCE W/ (3)#5 HORIZ. w/ 3• CLEAR TO SUBGRADE. LOCATE TO SUPPORT STAIR STRINGER, COORDINATE LOCATION WITH STAIR MMUR ]. 10" BASEMENT WALLS. PROVIDE VERT. AND HORR STEEL TO MATCH MG241.0. 1 Q 8. PRID 8•x4'G DE EA BE OW 3 NR AL .R NF CE EB AM 1MG2-0.1. NO FOOTING REQUIRED FOR GRADE BEAM. PROVIDE DAYTON SUPERIOR D52A FORM SAVERS AT ADJACENT CIP FOUNDATION WALLS FOR HORIZ. REINFORCING OF GRADE BEAM. 9. PROVIDE SUMP PIT, AS READ. BY ELEVATOR SHOP DOCUMENTS, RE: HSGO-0.1 FOR REIAF. R w 0 0 6'. U N F24 S- B. TB p, 2 ' 7-- - - - - - - - - - - - - - - 1�- i I RAS PF10.0 I L ------------- F]2 BTA• im T.O. SLAB ELEV. _ VARIES. RE: ARCH. O ❑X CONCRETE ELEVATION SCHEDULE A. T.O.C. ELEV.= 100'-0" B. T.O.C. ELEV.= 89-2%' C. TQC. ELEV =9T-1' D. T.O.C. ELEV.= 99-10' E. T.O.C. ELEV.=9T-0• A wiQ F60 8&4- - - -------- =F= ------ C I I SPREAD FOOTING SCHEDULE F16 SIZE 11 REINFORCING MARK WIDTH LENGTH THICKNESS TRANSVERSE I LONGITUDINAL F24 24" CONT. 18' #T TAB @8'o.c.k(7)#77T&B T&B FM 30' CONT. 30' #T TAB @8-o.c.T&B FM F42 42" CONT. 18' #T TAB @8-o.c.T&B W F48 48" CONT. 18' #T TAB @8-o.c.T&B F60 60" CONT. 30' #T TAB @8-o.c.T&BFT2 am ]T' CONT. 30' #T TAB@8-o.c.T&BF96 W 90' CONT. 30' #T TAB@8-o.c. T&SPF10.0 10'0' 10'0' 30' (12)#OT&BT&BPF12.0 12'.0' 12'.0' 30' (18)#OT&BT&BELEV. W RE: PLAN RE: PLAN 30' #0@8.O.c. T&B.c.TM L_I RAMPUP� v QI I I J 2 I I LL 8 RE 0.0 PF12.0 I I IE 0. BTA' I ( r ------------- < --- --------� -- I 1 1 I I I -- ---- - ---- F Ll Ir J I I I I I PF10.0 E f1 I I I _ F 1 I L-- -J I I I I I I I I 2 Fit ELEV. 3 3 I I I I I---------- L, _ _ -J r _, 15 I Lx � I L- A FT2 I g Otd.l I 4' 4' 2 F]2 A 2 F98 erA' sc2ao L _ _ _ _ J I p5 eTA• Q B6s I F36 L -B•. 9-0• A N I 83A ALL PARKING GARAGE FOUNDATIONS ARE TO 1 GARAGE FOUNDATION PLAN BEPLACED GGREGATEDER.MINIMIZING O O EAMMG PRESS REO IMROVED MUM BEARING PRESSURE OF IMPROVED SOILS NOTES 313T'=1'-0' SHALL BE AS SPECIFIED ON SO4IRL A 1. RE: SG00.0& SG00.1 FOR GENERAL NOTES. PROJECT TRUE SPECIALTY SOIL IMPROVEMENT CONTRACTOR 2. T.O. SLAB ELEVATION =89'-25/8'U.NO. SHALL BE RETAINED BY THE GENERAL 3. HATCHED AREAS ON PLANS INDICATE SLOPED CONI RE: ARCH FOR SLOPES & SLOPES CONTRACTOR TO DESIGN AND INSTALL TO DRAINS, NP. RAMMED AGGREGATE PIER SOIL 4. Z- INDICATES A STEP IN THE SLAB. THE NUMBERS SHOWN INDICATE THE IMPROVEMENTS. RELATIVE ELEVATIONS OF THE SLOB ON EA. SIDE, RE: CIVIL FOR ACTUAL ELEV. S. --�- INDICATES A BREAK LINE WHERE THE SLAB BEGINS TO SLOPE. ALL DIMENSIONS& ELEVATIONS SHALL BE 6. ALL FOOTINGS ARE CENTERED UNDER STRUCTURAL ELEMENT, U.N.O. VERIFIED w/ ARCH DWGS. PRIOR TO T. COM. WALL FOOTING REINF. TO EXTEND THRU PAD FOOTINGS. CONSTRUCTION. ANCHOR ENGINEERING, INC. 8. ELEVATION 100'-P=541].00 U.S.GS. IS NOT LIABLE FOR ANY DISCREPANCIES 9. ALL PARKING GARAGE FOUNDATIONS ME TO BE PLACED ON IMPROVED SOILS UTILIZING RAMMED AGGREGATE PIERS. MINIMUM BEARING PRESSURE OF IMPROVED SOILS SHALL BE AS SPECIFIED ON SGM.0. A SPECIALTY SOIL IMPROVEMENT CONTRACTOR SHALL BE RETAINED BY THE GENERAL CONTRACTOR TO DESIGN AND INSTALL RAMMED AGGREGATE PIER SOIL IMPROVEMENTS. I, F16 - Faoring Mark ■ KEPHART 9741' - TopofFinang Elelw#on Q NOTES: 1. ALL REINFORCING TO BE PLACED IN BOTTOM OF FOOTING wt PROPER CLEAR COVER (SEE GENERAL NOTES), TYP. UJI.O. JANCHOR 2. REINFORCING SHALL BE CONTINUOUS IN ALL CONTINUOUS SPREAD FOOTINGS. < RE: REBAR SPLICE SCHEDULE FOR SPLICE LENGTHS. s.suc.usaL Sx am55ns 3. PADSTO BEFORMEDw12x WOOD FORMS. WCONINUCTOROPTSTOUSEEARTH �,O9 I INNNT E INCREASED4INBHAE FM LOOTIINGSTOBECENTERED ABOUT BEEN U.N.O. 4. ALL A 4. AFORFINPLAIN A A A Z L_I RAMPUP� v QI I I J 2 I I LL 8 RE 0.0 PF12.0 I I IE 0. BTA' I ( r ------------- < --- --------� -- I 1 1 I I I -- ---- - ---- F Ll Ir J I I I I I PF10.0 E f1 I I I _ F 1 I L-- -J I I I I I I I I 2 Fit ELEV. 3 3 I I I I I---------- L, _ _ -J r _, 15 I Lx � I L- A FT2 I g Otd.l I 4' 4' 2 F]2 A 2 F98 erA' sc2ao L _ _ _ _ J I p5 eTA• Q B6s I F36 L -B•. 9-0• A N I 83A ALL PARKING GARAGE FOUNDATIONS ARE TO 1 GARAGE FOUNDATION PLAN BEPLACED GGREGATEDER.MINIMIZING O O EAMMG PRESS REO IMROVED MUM BEARING PRESSURE OF IMPROVED SOILS NOTES 313T'=1'-0' SHALL BE AS SPECIFIED ON SO4IRL A 1. RE: SG00.0& SG00.1 FOR GENERAL NOTES. PROJECT TRUE SPECIALTY SOIL IMPROVEMENT CONTRACTOR 2. T.O. SLAB ELEVATION =89'-25/8'U.NO. SHALL BE RETAINED BY THE GENERAL 3. HATCHED AREAS ON PLANS INDICATE SLOPED CONI RE: ARCH FOR SLOPES & SLOPES CONTRACTOR TO DESIGN AND INSTALL TO DRAINS, NP. RAMMED AGGREGATE PIER SOIL 4. Z- INDICATES A STEP IN THE SLAB. THE NUMBERS SHOWN INDICATE THE IMPROVEMENTS. RELATIVE ELEVATIONS OF THE SLOB ON EA. SIDE, RE: CIVIL FOR ACTUAL ELEV. S. --�- INDICATES A BREAK LINE WHERE THE SLAB BEGINS TO SLOPE. ALL DIMENSIONS& ELEVATIONS SHALL BE 6. ALL FOOTINGS ARE CENTERED UNDER STRUCTURAL ELEMENT, U.N.O. VERIFIED w/ ARCH DWGS. PRIOR TO T. COM. WALL FOOTING REINF. TO EXTEND THRU PAD FOOTINGS. CONSTRUCTION. ANCHOR ENGINEERING, INC. 8. ELEVATION 100'-P=541].00 U.S.GS. IS NOT LIABLE FOR ANY DISCREPANCIES 9. ALL PARKING GARAGE FOUNDATIONS ME TO BE PLACED ON IMPROVED SOILS UTILIZING RAMMED AGGREGATE PIERS. MINIMUM BEARING PRESSURE OF IMPROVED SOILS SHALL BE AS SPECIFIED ON SGM.0. A SPECIALTY SOIL IMPROVEMENT CONTRACTOR SHALL BE RETAINED BY THE GENERAL CONTRACTOR TO DESIGN AND INSTALL RAMMED AGGREGATE PIER SOIL IMPROVEMENTS. I, 111 �� ■ KEPHART community • planning a amhitecture 2555 WALNUT STREET oENvER, Ca.oaaoo woos vru..kePlun<om JANCHOR ENGINEERING s.suc.usaL Sx am55ns 80211 2533 17th t, Denver Co130 9133 03 3 ........h."" ...9 �,O9 I FM Z [O] W Q\/ LLL , QFV+NiJ am W/ WW/ ILrTIJ. W W 0�� W :� 38160 s: �•, oarzsreoel •� No. Date Issue oeend PERMn WMITTu 1 1YNMV AL IN NER REV 2V 1h MNERR Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checker) By RMS Title GARAGE FOUNDATION PLAN Sheet Number SG1-0.0 1. OPEN TO BELOW. 2. PRECAST CONCRETE INVERTED TEE BEAM. 3. 8' PRECAST CONCRETE 'LIGHT WALL', RE: ARCH. FOR OPENING LOCATIONS. 4. 8' PRECAST WALL, RE: ARCH. FOR OPENING LOCATIONS. 5. 8' PRECAST SPANDREL BEAM. 6, EXTENT OF PRECAST SPANDREL BEAM. T. 1'-8'x1'6" PRECAST CONCRETE COLUMN. 8. 8' PRECAST WALL BELOW DOUBLE TEE FLANGE. 9. PRECAST CONCRETE'L"BEAM. 10. 8' PRECAST CONCRETE LATERAL WALL. 11. 73x1°'-0" 18'o.c.CENTERBARONGRIDLINEGB'. PUCEONY4I. 12. "3x10'-0"@18'a.n, CENTER BAR ON GRIDLINE'GE'. PLACE ON 'SLAB BOLSTER. 13. PRECAST CONCRETE IMPACT WALL, RE'. ARCH. FOR T.O. IMPACT WALL ELEVATION. 14. 8' PRECAST SLAB, RE: ARCH. FOR TOP OF SLAB ELEVATION. 15. MIS STEEL ELEVATOR HOIST BEAM. RE: ELEVATION SHOP DOCUMENTS FOR ELEVATIGN&PLACEMENTWITHINSHAFT. PRECAST MANUF. TO DESIGN EMBED CONNECTION FOR TR (LIVE LOAD, SERVICE) REACTION @ WALL. PRECAST MANUF. CAN UTILIZE FLUSH EMBED OR EMBED AT BEAM POCKET. 16. HSS5x5x)f ELEVATOR BEM, M! ELEVATOR SHOP DOCUMENTS FOR ELEVATION& PLACEMENT WITHIN SHAFT. PRECAST MANCE TO DESIGN EMBED CONNECTION FOR S2k (LIVE LOAD, SERVICE) REACTION @ WALL. PRECAST MANUP CAN UTILIZE FLUSH EMBED OR EMBED AT BEAM POCKET. 17. STEEL STAIR ASSEMBLY BY OTHERS, REFER TO DEFERRED SUBMITTAL REQUIREMENTS ON SGUA. CONNECT INTERMEDIATE LANDING ELEMENTS TO CIP FOUNDATION WALL& CMU WALL. COORDINATE CONNECTION OF LEVEL 1 LANDING TO PRECAST WALL, CIP FOUNDATION WALL & MASONRY WALL. 18. NON -LOAD BEARING CMU WALL MINE. w/"5 VERTS.@3Tox. & STANDARD WEIGHT 220 LADDER MESH MINE. @ 16" o.c. REFER TO SG00.1 FOR LINTEL REQUIREMENTS. R w 0 0 a U N 19. PROVIDE BURKE SLOT CONNECTION AT TOP OF BASEMENT WALL. N. YCONCRETE SLAB wl b W.5xW5 W.W.M. MID -DEPTH OVER COMPACTED FILL - RE: SOILS REPORT. RE: ARCH. DRAWINGS FOR SLAB DEPRESSIONS, SLOPES TO DRAINS, ETC. SAW CUT CONTROL JOINTS @ 10'-0' o.c. EA. WAY. 21, PROVIDE Wxd8" GRADE BEAM BELOW MASONRY WALL. REINFORCE GRADE BEAM PER 12I8G241. NO FOOTING REQUIRED FOR GRADE BEAM. PROVIDE DAYTON SUPERIOR D52A FORM SAVERS AT ADJACENT CIP FOUNDATION WALLS FOR HORIZ. REINFORCING OF GRADE BEAM. 22, TRASH ROOM ROOF. FRAME WITH 800516268 RAFTERS @ 24' ec. & 1.5B20 STEEL DECK FASTENED IN s% PATTERN WI "10 SCREWS. PROVIDE (3)"10 SIDELAP SCREWS. REFER TO 1VSG2-1.0 TO FOR MORE INFORMATION. 23. STEEL STAIR ASSEMBLY BY OTHERS REFER TO DEFERRED SUBMITTAL REQUIREMENTS ON SG0-0.1 LEVEL 5 LANDING TO CONNECT TO PRECAST SPANDREL & PRECAST DOUBLE TEE. INTERMEDIATE LANDING SUPPORTED ON TWO COLUMNS & CONNECTION TO PRECAST WALL ALONG GRIDLINE G3. REFER TO SG1-1.5 FOR LOADING REQUIREMENTS. 24, PROVIDE EMBED PLATES IN PRECAST SPANDREL FOR CONNECTION OF STAIR ASSEMBLY LEVEL 5 LANDING. GC TO COORDINATE LANDING ELEMENTS w/STAIR MANUF. & PRECAST MANUF. 25, PROVIDE EMBED PLATES IN PRECAST DOUBLE TEE FOR CONNECTION Or STAIR ASSEMBLY LEVEL 5 LANDING. EMBED PLATES CAN BE PLACED ON BOTTOM OF DOUBLE TEE FLANGE ORSIDEOF DOUBLETEE STEM. GCTOCOORDINATEIANDINGELEMENTS WI STAIR MANUF. & PRECAST MANUF. 26. PROVIDE EMBED PLATES IN PRECAST WALL TO SUPPORT INTERMEDIATE LANDING PERIMETER ELEMENT. GC TO COORDINATE LANDING ELEMENTS wt STAIR MANOR & PRECASTMANUF. 220. COLUMN OF STEEL STAIR ASSEMBLY INTERMEDIATE LANDING. 28. 8' PRECAST WALL MOVE SUPPORTED BY PRECAST DOUBLE TEE. ��-- �'r- I I LEVEL' RE: ARCH. II j I U 18 4 ' Qo n I I _- ©�I�l PLANKEY NOTE +` WALL ID LEVEL' �0��� 0 LEVEL3 LEVELd LEVELS WALL 1 304 - - - � R� 114 - - - e WALL 2b 51 O - - - WALL 3 lu - 'PRECAST EARTH CONNECTION LOADS (KIPS) PLANKEY NOTE GARAGE LEVELS, RE: ARCH. WALL ID LEVEL' �0��� 'LEVEL2 LEVEL3 LEVELd LEVELS WALL 1 304 - - - - WALL 2a 114 - - - - WALL 2b 51 - - - - WALL 3 490 - - - - WALL4 29 - - - - WALL 5 85 - - - - WALL 6 29 - - - - WALLT 82 - - - - WALL 8 107 - - - - WALL 9 27 -11 - - - WALL 10 250 -11 - - - NOTE: PLANKEY NOTE 1. LOADS ARE SERVICE LEVEL (1.011) FORCES (KIPS). APPLIED UNIFORMLY C ACROSS EXTENT OF WALL SHOWN ON PLANS. PRECAST MANUF. TO UTILIZE ASCE 7-10 LOAD COMBINATIONS TO COMBINE SEISMIC & EARTH e PRESSURE LOADING FOR CONNECTION DESIGN. ' 2. TIERS BEGIN& END AS SHOWN IN PLAN& GENERAL OVERALL SECTIONS e (ARCH. SHEETS). LOADS ARE APPLIED @EACH LEVEL@ DIAPHRAGMISHEAR WALL INTERFACE. (40)"3 TOPPING SLAB CHORD REINF. PLANKEY NOTE REBAR QUANTITY LEVEL' LEVEL2 LEVEL3I LEVEL4 I LEVELS LENGTH SPACING 'LEVEL2 (89)73 (14)73 1 (14)73 (23)#3 (25) 1, 205'-0" Q1 (40)"3 (401#3 (14)#3 (14)#3 (14)#3 165'-0" Q 25 4 O"U"3 8d'6" Q 29 (20)"3 59,Y 5 3 (9)713 (9)"3 (14)3 44 165'-0" . 8 (22)73 (20)73 (20)"3 (14)73 46'-0" d2'o.c. .p)73 44 (1d)73 59'-0" .(]0(73 44 10 59'41" .83' -WALL9 w 2 .(23)"3 - WALL 10 33 - - 185'-0" .(23)"3 adman PERMITSJMITTu 1 IYNMV x IKreERREV 2 01MbID aWNInR 156' . NOTE - - - - - - - - - - - - - - - - - - - 1. PROVIDE REINF. ON Y' SLAB BOLSTERS. PROVIDE Y' BOTTOM COVERS TO REINF. & U£" TOP COVER TO REINF. 2. REINF. SHALL BE BENT TO FOLLOW PITCH OF PRECAST CONCRETE. 3. LENGTH IS HOPE LENGTH IN PLAN. BARACTUAL LENGTHS WILL BE LONGER TO ACCOUNT FOR SLOPING. '9 'uL__1L- - - - - - IL- -_JL J 1-�------- - ------ ------------� r 14 Mal 4 2 WA 3 2 RAMP DOWNS CH I RE: ARCH. RE' ARCH. 10 T24 I I 4 I ____-_________ lie _7 WALL- 2 __ __ ___________ M 10 II II I. Q I II II I I I I II I 010 II .- I-------------�- 'PRECAST SEISMIC CONNECTION LOADS (KIPS) GARAGE LEVELS, RE: ARCH. WALL ID LEVEL' 'LEVEL2 'LEVEL3 LEVEL4 LEVELS 34[3U347 JANCHOR 84 92 WALL 8 I 25 25 4 Z [O] 13 13 29 63 59 FWALL3 3 QFV+NiJ 44 Q � 6 44 w 3 44 44 6 0 44 10 -WALL9 w 2 - - WALL 10 33 - - - - NOTE: 1. LOADS PRE FACTORED LEVEL SEISMIC FORCES KIPS APPLIED UNIFORMLY ACROSS EXTENT OF WALL SHOWN ON PLANS. 1 2. TIERS SECTIONS NARC ND AS SHOWNLOADS AN APPLIEIN D @ E OVERALL SECTIONS WALL'. LORDS PRE APPLIED@EACH LEVEL@ � DIAPHRAGMISHEPR WDLL INTERFACE. l IN III LEVEL' RE ARCH. __11FF FF _ I I I 9yiL0 a $CZdN I II IIL �, °I II Irl III II II L IF III=s==�_ I I I 15 I I I I 9a"i4,1 I 1 GARAGE LEVEL 1 PLAN NOTES: w3Y=1'-0" O O 1. RE: SCA -0.0 & SCA4.1 FOR GENERAL NOTES. PROJECT TRUE 2. ALL DECKS (EXCEPT AS NOTED) SHALL INCLUDE T NORMAL -WEIGHT TOPPING SLOB MINE. W) 4x4-W2.9xW2.9 W.W.M. ADD'L. CHORD & COLLECTOR STEEL IDENTIFIED ON THESE PLANS & SCHEDULE ARE TO BE PROVIDED IN THE YTOPPING SLOB POUR. RE: DETAILS FOR ADOL. INFO, 3. PROVIDE (3) #3 @ F ac. @ ALL INSIDE CORNERS OF TOPPING SLAB. 4. PRECAST MANUF. TO DESIGN PRECAST ELEMENTS FOR GRAVITY LOADING DEPICTED ON SG1-LS II III I " �I I ,�JII II II I I I I 0 D 111 �� ■ KEPHART community • planning a am5itecture 2555 WALNUT STREET oENVER, COLOaao0 woos kePn.D<� JANCHOR EN INEERIN G Tu s*Sucaat Sxcm55as T 0535 17th Street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W LLL , QFV+NiJ am Q � � W w w 0 W w :� 38160 s: �•, oarzsreoe' •� No. Data II adman PERMITSJMITTu 1 IYNMV x IKreERREV 2 01MbID aWNInR eodIP Project Engineer SJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title GARAGE LEVEL 1 PLAN Shoot Number SG1-1.0 0 D 1. OPEN TO BELOW. 2. PRECAST CONCRETE INVERTED TEE BEAM. 3. 8' PRECAST CONCRETE 'LIGHT WALL', RE: ARCH. FOR OPENING LOCATIONS. 4. 8' PRECAST WALL, RE: ARCH. FOR OPENING LOCATIONS. 5. 8' PRECAST SPANDREL BEAM. 6, EXTENT OF PRECAST SPANDREL BEAM. ]. 1'-8'x1'6" PRECAST CONCRETE COLUMN. 8. 8' PRECAST WALL BELOW DOUBLE TEE FLANGE. 9. PRECAST CONCRETE'L"BEAM. 10. 8- PRECAST CONCRETE LATERAL WALL. 11. #3x10'-0"@ 18'o.cNTE .CERBARONGRIDLINEGB'. PLACEON 'SLABBOLSTER. 12. Nx16'-0"@ 18'o.c., CENTER BAR ON GRIDUNE'GE'. PLACEONy4'SLABBOI3TER. 13. PRECAST CONCRETE IMPACT WALL, RE'. MCH. FOR T.O. IMPACT WALL ELEVATION. 14. 8' PRECAST SLAB, RE: ARCH. FOR TOP OF SLAB ELEVATION. 15. W8x15 STEEL ELEVATOR HOIST BEAM. RE: ELEVATION SHOP DOCUMENTS FOR ELEVATION&PLACEMENTWITHINSHAFT. PRECAST MANUF. TO DESIGN EMBED CONNECTION FOR TR (LIVE LOAD, SERVICE) REACTION @ WALL. PRECAST MANUF. CAN UTILIZE FLUSH EMBED OR EMBED AT BEAM POCKET. 16. HSS5x5x)f ELEVATOR BEAM,RE: ELEVATOR SHOP DOCUMENTS FOR ELEVATION& PLACEMENT WITHIN SHAFT. PRECAST MANUF. TO DESIGN EMBED CONNECTION FOR S2k (LIVE LOAD, SERVICE) REACTION @ WALL. PRECAST MANUP CAN UTILIZE FLUSH EMBED OR EMBED AT BEAM POCKET. 17. STEEL STAIR ASSEMBLY BY OTHERS, REFER TO DEFERRED SUBMITTAL REQUIREMENTS ON SGUA. CONNECT INTERMEDIATE LANDING ELEMENTS TO CIP FOUNDATION WALL& CMU WALL. COORDINATE CONNECTION OF LEVEL 1 LANDING TO PRECAST WALL, CIP FOUNDATION WALL 8 MASONRY WALL. 18. NON -LOAD BEARING CMU WALL REINF. w/#5 VERTS.@3T oc.& STANDARD WEIGHT 220 LADDER MESH REINF. @ 16' o.c. REFER TO SG00.1 FOR LINTEL REQUIREMENTS. R w 0 0 a U N 19. PROVIDE BURKE SLOT CONNECTION AT TOP OF BASEMENT WALL. N. YCONCRETE SLAB wl b W.5xW5 W.W.M. MID -DEPTH OVER COMPACTED FILL - RE. SOILS REPORT. RE: ARCH. DRAWINGS FOR SLAB DEPRESSIONS, SLOPES TO DRAINS, ETC. SAW CUT CONTROL JOINTS @ 10'-0' o.c. EA WAY. 21, PROVIDE 8"x UR GRADE BEAM BELOW MASONRY WALL. REINFORCE GRADE BEAM PER 12I8G241. NO FOOTING REQUIRED FOR GRADE BEAM. PROVIDE DAYTON SUPERIOR D52A FORM SAVERS AT ADJACENT CIP FOUNDATION WALLS FOR HORIZ. REINFORCING OF GRADE BEAM. 22, TRASH ROOM ROOF. FRAME WITH 800516268 RAFTERS @ 24' ac. & 1.5B20 STEEL DECK FASTENED IN s% PATTERN wI #10 SCREWS. PROVIDE NU#10 SIDELAP SCREWS. REFER TO 1VSG2-1.0 TO FOR MORE INFORMATION. 23. STEEL STAIR ASSEMBLY BY OTHERS REFER TO DEFERRED SUBMITTAL REQUIREMENTS ON SGO-0.1 LEVEL 5 LANDING TO CONNECT TO PRECAST SPANDREL & PRECAST DOUBLE TEE. INTERMEDIATE LANDING SUPPORTED ON TWO COLUMNS 8 CONNECTION TO PRECAST WALL ALONG GRIDLINE G3. REFER TO SG1-1.5 FOR LOADING REQUIREMENTS. 24, PROVIDE EMBED PLATES IN PRECAST SPANDREL FOR CONNECTION OF STAIR ASSEMBLY LEVEL 5 LANDING. GC TO COORDINATE LANDING ELEMENTS w/STAIR MANUF. & PRECAST MANUF. 25, PROVIDE EMBED PLATES IN PRECAST DOUBLE TEE FOR CONNECTION OF STAIR ASSEMBLY LEVEL 5 LANDING. EMBED PLATES CAN BE PLACED ON BOTTOM OF DOUBLE TEE FLANGE ORSIDEOF DOUBLETEE STEM. GCTOCOORDINATEIANDINGELEMENTS wl STAIR MANUF. & PRECAST MANOR. 26. PROVIDE EMBED PLATES IN PRECAST WALL TO SUPPORT INTERMEDIATE LANDING PERIMETER ELEMENT. GC TO COORDINATE LANDING ELEMENTS wt STAIR MANOR& PRECASTMANUF. 27. COLUMN OF STEEL STAIR ASSEMBLY INTERMEDIATE LANDING. 28, 8' PRECAST WALL MOVE SUPPORTED BY PRECAST DOUBLE TEE. TOPPING SLAB CHORD REINF. PLAN KEY NOTE REBAR QUANTITY LENGTH SPACING LEVELI LEVEL2 LEVELSI LEVEL4 LEVELS 1 (89)0 (14)113 (14)113 11 (23)#3 (23)#3205'-0' 19 @2'oa O (40)113 (40)#3 (14)#3 (14)#3 (14)1113 165'-0" @2'o.a 0 WALL 29 (20)#3 84'-6' @2"oc, 0 WALL 3 (20)C Sg-0' @2-ec. 5 WALL (9)#3(91#3 (14)113 23 165'-0' @2"o.a 6 (22) 113 (])#3 (])#3 (14)113 23 46'-P @2'o.a ] (22)#3 (])#3 (])#3 (14)#3 33 59'-0' @2"o.a 0 - WALL 9 2 - - - - 16 33 - (23)#3 1&5'6• @2'o.G 11 :� 38160 s: �•, oarzsreoel •� (23)1113 15•-0" @2'o.a NOTE- - - - - - - - - - - - - - - - - - - 1. PROVIDE REINF. ON Y' SUB BOLSTERS. PROVIDEY"BOTTOM COVERS TO REINF. & W TOP COVERTO REINF. 2. REINF. SHALL BE BENT TO FOLLOW RUCH OF PRECAST CONCRETE. 3. LENGTH IS HORIZ. LENGTH IN PLAN. BAA ACTUAL LENGTHS WILL BE LONGER TO ACCOUNT FOR SLOPING. $RECAST SEISMIC CONNECTION LOADS (KIPS) WALL ID GARAGE LEVELS, RE: AITCH. LEVELI LEVEL2 LEVELS LEVELO 'LEVELS �L� WALL 34 44 63 84 92 WALL 2a 8 13 19 25 25 WALL 2b 4 T 10 13 13 WALL 29 33 47 63 59 WALL 3 23 33 44 44 WALL 6 23 33 44 45 WALL 3 23 33 44 44 WALL] 6 23 33 44 45 0 - WALL 9 2 - - - - WALL 10 33 - - - - NOTE: 1. LOADS ARE FACTORED LEVEL SEISMIC FORCES KIPS APPLIED UNIFORMLY ACROSS EXTENTWALL SHOWN PLAINS. 12. TIERS BEGIN 8 END AS SHOWNN IN PLAN 8IN GENERAL OVERALL SECTIONS (ARCEAR WATS). INTERFACE. APPLIED @EACH LEVEL@ DIPPHRAGMSHEAR WALL INTERFACE. GA GB GC GDGE 2V-Wyr 30•-0' 107'-10' 27•43' 23'-1Y4" E=L__JJI ____J L_! _ �L___J6E=LIL_JL �, ___JL___J L__�L L____ J L____J ILL -JL IJL JLI��L J� I_ -� - _ s--�_-A L____ -_J L.___�_______t_= Sf,11A 9;i10 T� _________ ____ ____ ______ WALLS^___ I. V I I 31 ILII ISI L HL --- ------- sal --_-L_-CRE:ARCH. RAMP DOWUP E:AH. 6 REARCH. REARCH. 5 _ IiII1I - I 6L 10 DT24 4 o 5 6 1p III] LL 2b 7 ___ 6 Z-- __ _____________________________________________ T ________ S I ________ _ r- -- 10 _9 _ SG31A i I B 10 I�,�, _ ,II IIS\V �, (D/*' �, ,�I I 4 II 'V & II I I II II II I II 2 5 it I I II 9;z.10 ^^ ffI1I1 II - II I II I j 11 1nnT„ II I L_K_10_L---------- I -------- ______________________________,zi`-�>_____________L__A0____J___-A_______ 1 GARAGE LEVEL 2 PLAN NOTES: SM. =1•-0' O O 1. RE: SG000& SGO DI FOR GENERAL NOTES. PROJECT TRUE 2. ALL DECKS (EXCEPT AS NOTED) SHALL INCLUDE 3•NORMAL-WEIGHT TOPPING SLAB REINF. wl U4- W2.9xW29 W.W.M. ADD'L. CHORD & COLLECTOR STEEL IDENTIFIED ON THESE PLANS &SCHEDULE ARE TO BE PROVIDED IN THE 3" TOPPING SLAB POUR. RE: DETAILS FOR ADU•L. INFO. 3. PROVIDE (3)n@9'o.c.@ ALL INSIDE CORNERS OF TOPPING SLOB. 4. PRECAST MANUF. TO DESIGN PRECAST ELEMENTS FOR GRAVITY LOADING DEPICTED ON SG1-1.5 LAI IT EEO_U��_ ■ KEPHART community • planning a amhitecture 2555 WALNUT STREET oENVER, Ca.oaaoo woos vruw.kePlun<om `-1Cf----rr==T---� Mor-T ��__�1rI�T�=�=-r� _ _� II 4r�T�__��=r-`�-_-----11 F- 7 II ILL III III n a L=s--� G II II III " �, I I III I IIII�I I v I I 1 GARAGE LEVEL 2 PLAN NOTES: SM. =1•-0' O O 1. RE: SG000& SGO DI FOR GENERAL NOTES. PROJECT TRUE 2. ALL DECKS (EXCEPT AS NOTED) SHALL INCLUDE 3•NORMAL-WEIGHT TOPPING SLAB REINF. wl U4- W2.9xW29 W.W.M. ADD'L. CHORD & COLLECTOR STEEL IDENTIFIED ON THESE PLANS &SCHEDULE ARE TO BE PROVIDED IN THE 3" TOPPING SLAB POUR. RE: DETAILS FOR ADU•L. INFO. 3. PROVIDE (3)n@9'o.c.@ ALL INSIDE CORNERS OF TOPPING SLOB. 4. PRECAST MANUF. TO DESIGN PRECAST ELEMENTS FOR GRAVITY LOADING DEPICTED ON SG1-1.5 LAI IT z ID z ED 0 V Q 0 LL 111 �� ■ KEPHART community • planning a amhitecture 2555 WALNUT STREET oENVER, Ca.oaaoo woos vruw.kePlun<om ANCHOR ENGINEERING SiFUCTu Lal 2535 17th Street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W LLL , IFTF�`11T-�ijlll Q � W W w w 0 W w :� 38160 s: �•, oarzsreoel •� No. Date Issua adead PERMncuazxrtru 1 IYNMV A OVLNNER REV 2 01MbID GWNEaa St Project Engineer SJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title GARAGE LEVEL 2 PLAN Sheat Number SG1-1.1 z ID z ED 0 V Q 0 LL 1. OPEN TO BELOW. 2. PRECAST CONCRETE INVERTED TEE BEAM. 3. 8- PRECAST CONCRETE "LIGHT WALL", RE: ARCH. FOR OPENING LOCATIONS. 4. 8- PRECAST WALL, RE: ARCH. FOR OPENING LOCATIONS. 5. 8- PRECAST SPANDREL BEAM. 6, EXTENT OF PRECAST SPANDREL BEAM. 7. 1'-8"x1'6" PRECAST CONCRETE COLUMN. 8. 8- PRECAST WALL BELOW DOUBLE TEE FLANGE. 9. PRECAST CONCRETE"L"BEAM. 10. 8• PRECAST CONCRETE LATERAL WALL. 11. 73x10'-0"@ 18'o.cNTE .CERBARONGRIDLINEGB'. PLACEON 'SLABBOLSTER. 12. NxIO'Kc@18'c.c., CENTER BAR ON GRIDLINE'GE'. PLACEONy4'SLABBOLSTER. 13. PRECAST CONCRETE IMPACT WALL, RE'. ARCH. FOR T.O. IMPACT WALL ELEVATION. 14. 8- PRECAST SLAB, RE: ARCH. FOR TOP OF SLAB ELEVATION. 15. W8x15 STEEL ELEVATOR HOIST BEAM. RE: ELEVATION SHOP DOCUMENTS FOR ELEVATIGN&PLACEMENTWITHINSHAFT. PRECAST MANUF. TO DESIGN EMBED CONNECTION FOR Z5k (LIVE LOAD, SERVICE) REACTION @ WALL. PRECAST MANUF. CAN UTILIZE FLUSH EMBED OR EMBED AT BEAM POCKET. 16. HSS5x5NI ELEVATOR BEAM,RE: ELEVATOR SHOP DOCUMENTS FOR ELEVATION& PLACEMENT WITHIN SHAFT. PRECAST MANUF TO DESIGN EMBED CONNECTION FOR S2k (UNE LOAD, SERVICE) REACTION @ WALL. PRECAST MANUP CAN UTILIZE FLUSH EMBED OR EMBED AT BEAM POCKET. 17. STEEL STAIR ASSEMBLY BY OTHERS, REFER TO DEFERRED SUBMITTAL REQUIREMENTS ON SGUA. CONNECT INTERMEDIATE LANDING ELEMENTS TO CIP FOUNDATION WALL& CMU WALL. COORDINATE CONNECTION OF LEVEL 1 LANDING TO PRECAST WALL, CIP FOUNDATION WALL & MASONRY WALL. 18. NON -LOAD BEARING CMU WALL REINF. wt9 VERTS.@3Tox. & STANDARD WEIGHT 220 LADDER MESH REINF. @ 16" o.c. REFER TO SG00.1 FOR LINTEL REQUIREMENTS. 19. PROVIDE BURKE SLOT CONNECTION AT TOP OF BASEMENT WALL. N. YCONCRETE SLAB WI b W.5xW5 W.W.M. MID -DEPTH OVER COMPACTED FILL - RE. SOILS REPORT. RE: ARCH. DRAWINGS FOR SLAB DEPRESSIONS, SLOPES TO DRAINS, ETC. SAW CUT CONTROL JOINTS @ 10'-0" os EA. WAY. 21, PROVIDE 8"x48" GRADE BEAM BELOW MASONRY WALL. REINFORCE GRADE BEAM PER 12ISG2-0.1. NO FOOTING REQUIRED FOR GRADE BEAM. PROVIDE DAYTON SUPERIOR DI FORM SAVERS AT ADJACENT CIP FOUNDATION WALLS FOR HORIZ. REINFORCING OF GRADE BEAM. 22, TRASH ROOM ROOF. FRAME WITH 800516268 RAFTERS @ 24'ac. & 1.5B20 STEEL DECK FASTENED IN sY4 PATTERN WI #10 SCREWS. PROVIDE NU#10 SIDELAP SCREWS. REFER TO 121SG2-1A TO FOR MORE INFORMATION. 23. STEEL STAIR ASSEMBLY BY OTHERS REFER TO DEFERRED SUBMITTAL REQUIREMENTS ON SG041 LEVEL 5 LANDING TO CONNECT TO PRECAST SPANDREL & PRECAST DOUBLE TEE. INTERMEDIATE LANDING SUPPORTED ON TWO COLUMNS & CONNECTION TO PRECAST WALL ALONG GRIDLINE G3. REFER TO SG1-1.5 FOR LOADING REQUIREMENTS. 24, PROVIDE EMBED PLATES IN PRECAST SPANDREL FOR CONNECTION OF STAIR ASSEMBLY LEVEL 5 LANDING. GC TO COORDINATE LANDING ELEMENTS wI STAIR MANUF. & PRECAST MANUF. 25, PROVIDE EMBED PLATES IN PRECAST DOUBLE TEE FOR CONNECTION Or STAIR ASSEMBLY LEVEL 5 LANDING. EMBED PLATES CAN BE PLACED ON BOTTOM OF DOUBLE TEE FLANGE ORSIDEOF DOUBLETEE STEM. GCTOCOORDINATEIANDINGELEMENTS WI STAIR MANUF. & PRECAST MANUF. 26. PROVIDE EMBED PLATES IN PRECAST WALL TO SUPPORT INTERMEDIATE LANDING PERIMETER ELEMENT. GC TO COORDINATE LANDING ELEMENTS wt STAIR MANOR & PRECASTMANUF. 27. COLUMN OF STEEL STAIR ASSEMBLY INTERMEDIATE LANDING. 28, 8' PRECAST WALL MOVE SUPPORTED BY PRECAST DOUBLE TEE. TOPPING SLAB CHORD REINF. PLANKEY NOTE REBARQUANTIT/ LEVELI LEVEL2 LEVLL3 LEVEL4 LEVELS LENGTH SPACING 1 (89)73 (14)73 (14)#3 (23)#3 (23)X3 205'-0' @2•oc. 0 (401#3 (401#3 (14)0 (14)0 (14)#3 185'-0' @2•ac. O 25 WALL 21b 4 (20)#3 84'6' @2•ac. 4O WALL 29 33 (20)#3 59'-0" @2'dc. 5 3 (9)3 (9)#3 (14)#3 44 165'-0" @2-o.c. fi (22)73 (7)#3 (7)#3 (1 6)73 45 46'41" @2-oc. 0 (22) 73 (7)73 (7)J3 (16)73 WALL 59'4" @2'oc. 8 (70)73 45 WALLS 10 59'-0" @2'o.c. - ( #3 WALL9 2 - 83' ' 2'c.C. 10 WALL 10 33 - (23)#3 185'-0- @Toc. 11 1 1YNMV x NWNER REV 2 BWYA ownaRR (23)#3 151 NOTE- - - - - - - - - - - - - - - - - - -- 1. PROVIDE REINF. ON Y' SLAB BOLSTERS. PROVIDE Y' BOTTOM COVERS TO REINF. A & Uj)TOP COVER TO REINF. 2. REINF. SHALL BE BENT TO FOLLOW PITCH OF PRECAST CONCRETE. 3. LENGTH IS HORIL LENGTH IN PLAN. BARACTUAL LENGTHS WILL BE LONGER TO ACCOUNT FOR SLOPING. 'PRECAST SEISMIC CONNECTION LOADS (HIPS) II GARAGE LEVELS, RE: ARCH. WALL ID LEVELI ��� 2LEVEL2 'LEVEL3 LEVI LEVELS WALL 1 34 44 63 84 92 WALL 23 8 13 19 25 25 WALL 21b 4 7 10 13 13 WALL 29 33 47 63 59 WALL4 3 23 33 44 44 WALL 6 23 33 44 45 WALL 3 23 33 *1 44 WALL 6 23 33 *1 45 WALLS 10 - - - - WALL9 2 - - - - WALL 10 33 - - - - NOTE: 1. LOADS PRE FACTORED LEVEL SEISMIC FORCES KIPS APPLIED UNIFORMLY ACROSS EXTENT OF WALL SHOWN ON PLANS. �2. STIERS ECTIOEGINBENDAS SHOWNLOADS R SINGENERAL E OVERALL SECTIONS (ARCH. SHEETS). LORDS ARE APPLIED @EACH LEVEL @ DIAPHRAGMISHEAR WDLL INTERFACE. I I I I I 1 1 1���L-- CJI --JL-' - 1L ---JC JJ uL-JL �. ---JL -JL--J L---- J L----JL---JL----- IJL J 6�1---JI �I- J[L 1 - - r� r -ter_ __ __ I¢I - 4 aR.1A -------------------- 1.1 I:----- --- -- -- - - ---- ---- -----------• III --- -- --- -- - - --- ----- •III III H Jry, I 5 ILII Illy ILII J<6> RAMP NAM pp LEVEL3 LRE: ARCH. RE: ARCHARCHRE: ARCH.60 10 DT24 4 r sB�,A 7 ________ 5 WALL 2b 2 17 �pp.,0 7 1 aG11A -- -------J --- ----------- - - - - - - - - - - - - - - -- --- ---- - ---- ------ ----- ---- -- - - --------- 4 I 2 ALL 2a 3 ---515a- 3 IMHO 10 IRN II I II I I II I II I II561.,A T I I I I I I 7 p I II I . IIjB�I;jI�� I ,n n>70 W 1 GARAGE LEVEL 3 PLAN NOTES: 392•=1'-0' O O 1. RE: SGO 00& SG80.1 FOR GENERAL NOTES. PROJECT TRUE 2. ALL DECKS (EXCEPT AS NOTED)SHALL INCLUDE 3 -NORMAL -WEIGHT TOPPING SLAB REINF. WI AIM- WILPxW2P W.W.M. ADD'L. CHORD & COLLECTOR STEEL IDENTIFIED ON THESE PLANS w &SCHEDULE ARE TO BE PROVIDED IN THE 3- TOPPING SLAB POUR. RE: DETAIISFORADD'L. INFO. 3. PROVIDE (3)#3@8'o.c.@ALL INSIDE CORNERS OF TOPPING SLOB. 0 4. PRECAST MANUF. TO DESIGN PRECAST ELEMENTS FOR GRAVITY LOADING DEPICTED ON X SG11.5 U N SLI---J�=�� ---z `19 I III uu IL I I II sf_ II II srT _ II II SII II IIS II UL II rr - II II II II I II II Ir II II II II z II II �.Lo II6 �I II L I I II tip_ II r II II L= -fir- II II II II II II t - �I --r====LSr ��VT F, IT II a I 10 ---y- 2555 WALNUT STREET oENVER, COLINALo segos WALL 1 a-~--�---- _ _ _______________ _ ____ T STRUCTURAL ENGINEERS 0535 17th Street. D q Colontla 80211 303 783 47997 e,a 303830- 133 I FM t I I ��--- 1=T� IC f-===�r==1r-=-- I -s �- �_ p II d p II II �� r�==�= T=`moi A 11 ILL �, °I III II 1rIt� I] II L-s--�- _ _ -- II JIM II I I I I I I 4= I I QFV+NiJ 1 GARAGE LEVEL 3 PLAN NOTES: 392•=1'-0' O O 1. RE: SGO 00& SG80.1 FOR GENERAL NOTES. PROJECT TRUE 2. ALL DECKS (EXCEPT AS NOTED)SHALL INCLUDE 3 -NORMAL -WEIGHT TOPPING SLAB REINF. WI AIM- WILPxW2P W.W.M. ADD'L. CHORD & COLLECTOR STEEL IDENTIFIED ON THESE PLANS w &SCHEDULE ARE TO BE PROVIDED IN THE 3- TOPPING SLAB POUR. RE: DETAIISFORADD'L. INFO. 3. PROVIDE (3)#3@8'o.c.@ALL INSIDE CORNERS OF TOPPING SLOB. 0 4. PRECAST MANUF. TO DESIGN PRECAST ELEMENTS FOR GRAVITY LOADING DEPICTED ON X SG11.5 U N SLI---J�=�� ---z `19 I III uu IL I I II sf_ II II srT _ II II SII II IIS II UL II rr - II II II II I II II Ir II II II II z II II �.Lo II6 �I II L I I II tip_ II r II II L= -fir- II II II II II II t - �I --r====LSr ��VT F, IT AS 3C D 111 �� ■ KEPHART community • planning Is architecture 2555 WALNUT STREET oENVER, COLINALo segos JANCHOR ENGINEERING STRUCTURAL ENGINEERS 0535 17th Street. D q Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W LLL , QFV+NiJ a�W W W W W w :� 38160 s: �•, oarzsreoel •� No. Date Ieeue Gabon PERMIT UEI 1 1YNMV x NWNER REV 2 BWYA ownaRR Project Engineer SJB Reviewing Engineer RMS Date 07/2512019 job Number 190595 Drawn By EG/LD Checked By RMS Title GARAGE LEVEL 3 PLAN Sheet Number SGl =l m2 AS 3C D R IN w 0 0 a U N 1. OPEN TO BELOW. 2. PRECAST CONCRETE INVERTED TEE BEAM. 3. 8- PRECAST CONCRETE "LIGHT WALL", RE: ARCH. FOR OPENING LOCATIONS. 4. 8- PRECAST WALL, RE: ARCH. FOR OPENING LOCATIONS. 5. 8- PRECAST SPANDREL BEAM. 6, EXTENT OF PRECAST SPANDREL BEAM. T. 1'-8"x1'6" PRECAST CONCRETE COLUMN. 8. 8- PRECAST WALL BELOW DOUBLE TEE FLANGE. 9. PRECAST CONCRETE'L"BEAM. 10. 8- PRECAST CONCRETE LATERAL WALL. 11. 73x10'-0" 18'o.c.CENTERBARONGRIDLINEGB'. PLACEON 'SLABBOLSTER. 12. Nx16'-0"i@18'o.c., CENTER BAR ON GRIDLINE'GE'. PIACEONy4'SIABBOLSTER. 13. PRECAST CONCRETE IMPACT WALL, RE'. ARCH. FOR T.O. IMPACT WALL ELEVATION. 14. 8- PRECAST SLAB, RE: ARCH. FOR TOP OF SLAB ELEVATION. 15. W8x15 STEEL ELEVATOR HOIST BEAM. RE: ELEVATION SHOP DOCUMENTS FOR ELEVATION&PLACEMENTWITHINSHAFT. PRECAST MANUF. TO DESIGN EMBED CONNECTION FOR TR (LIVE LOAD, SERVICE) REACTION @ WALL. PRECAST MANUF. CAN UTILIZE FLUSH EMBED OR EMBED AT BEAM POCKET. 16. HSS5x5x)S ELEVATOR BEAM, RE: ELEVATOR SHOP DOCUMENTS FOR ELEVATION& PLACEMENT WITHIN SHAFT. PRECAST MANUF TO DESIGN EMBED CONNECTION FOR S2k (LINE LOAD, SERVICE) REACTION @ WALL. PRECAST MANUF. CAN UTILIZE FLUSH EMBED OR EMBED AT BEAM POCKET. 17. STEEL STAIR ASSEMBLY BY OTHERS, REFER TO DEFERRED SUBMITTAL REQUIREMENTS ON SGUA. CONNECT INTERMEDIATE LANDING ELEMENTS TO CIP FOUNDATION WALL& CMU WALL. COORDINATE CONNECTION OF LEVEL 1 LANDING TO PRECAST WALL, CIP FOUNDATION WALL & MASONRY WALL. 18. NON -LOAD BEARING CMU WALL REINF. w/#5 VERTS.@3Tox. & STANDARD WEIGHT 226 LADDER MESH REINF. @ 16" o.c. REFER TO SG00.1 FOR LINTEL REQUIREMENTS. 19. PROVIDE BURKE SLOT CONNECTION AT TOP OF BASEMENT WALL. N. YCONCRETE SLAB W/b W.5xW5 W.W.M. MID -DEPTH OVER COMPACTED FILL - RE. SOILS REPORT. RE: ARCH. DRAWINGS FOR SLAB DEPRESSIONS, SLOPES TO DRAINS, ETC. SAW CUT CONTROL JOINTS @ 10'-0" o.c. EA. WAY. 21, PROVIDE 8"x48" GRADE BEAM BELOW MASONRY WALL. REINFORCE GRADE BEAM PER 12ISG241. NO FOOTING REQUIRED FOR GRADE BEAM. PROVIDE DAYTON SUPERIOR DI FORM SAVERS AT ADJACENT CIP FOUNDATION WALLS FOR HORIZ. REINFORCING OF GRADE BEAM. 22, TRASH ROOM ROOF. FRAME WITH 800516268 RAFTERS @ 24' an & 1.5B20 STEEL DECK FASTENED IN s% PATTERN WI #10 SCREWS. PROVIDE NU#10 SIDELAP SCREWS. REFER TO 1211 TO FOR MORE INFORMATION. 23. STEEL STAIR ASSEMBLY BY OTHERS REFER TO DEFERRED SUBMITTAL REQUIREMENTS ON SGO-0.1 LEVEL 5 LANDING TO CONNECT TO PRECAST SPANDREL& PRECAST DOUBLE TEE. INTERMEDIATE LANDING SUPPORTED ON TWO COLUMNS & CONNECTION TO PRECAST WALL ALONG GRIDLINE G3. REFER TO SG1-1.5 FOR LOADING REQUIREMENTS. 24, PROVIDE EMBED PLATES IN PRECAST SPANDREL FOR CONNECTION OF STAIR ASSEMBLY LEVEL 5 LANDING. GC TO COORDINATE LANDING ELEMENTS wI STAIR MANOR & PRECAST MANUF. 25, PROVIDE EMBED PLATES IN PRECAST DOUBLE TEE FOR CONNECTION Or STAIR ASSEMBLY LEVEL 5 LANDING. EMBED PLATES CAN BE PLACED ON BOTTOM OF DOUBLE TEE FLANGE ORSIDEOF DOUBLETEE STEM. GCTOCOORDINATEIANDINGELEMENTS WI STAIR MANUF. & PRECAST MANUF. 26. PROVIDE EMBED PLATES IN PRECAST WALL TO SUPPORT INTERMEDIATE LANDING PERIMETER ELEMENT. GC TO COORDINATE LANDING ELEMENTS wt STAIR MANOR & PRECASTMANUF. 27. COLUMN OF STEEL STAIR ASSEMBLY INTERMEDIATE LANDING. 28, 8' PRECAST WALL MOVE SUPPORTED BY PRECAST DOUBLE TEE. TOPPING SLAB CHORD REINF. PLANKEY NOTE FEW QUANTITY LEVELI LEVEL2 LEVEL3 LEVEL4 LEVELS LENGTH SPACING O1 (89)73 (14)#3 (14)#3 (23)#3 (23)X3 205'-0' @ Toa. O (401#3 (40)0 (14)0 (14)#3 (14)#3 185'-0' @ 2- ox. O3 25 WALL 2b 4 (20)#3 MI6' @Too. (D WALL 29 (20)#3 59'-0" @2'o.c. O 3 (9)#3 (9)#3 (14)#3 44 165'-0" @2'O.C. fi (22)73 (T)#3 (T)#3 (14)#3 46'-0' @2'o c. 0 (22)73 (7)#3 (T)J3 (14)73 59'6" @2'p c. 8 (70) #3 10-WALL2 59'-0" @Tec. W ( #3 83' ' Tos. 10 WALI-10 33 - (23)#3 185'40' @ToC. 11 11 11 2 aurum OWNERS (23)0 11 15-0'11 @2-o.C. NOTE- - - - - - - - - - - - - - - - - - - 1. PROVIDE REINF. ON Y' SLAB BOLSTERS. PROVIDE W BOTTOM COVERS TO REINF. & %'TOP COVER TO REINF. 2. REINF. SHALL BE BENT TO FOLLOW PITCH OF PRECAST CONCRETE. 3. LENGTH IS HOPE LENGTH IN PLAN. BARACTUAL LENGTHS WILL BE LONGER TO ACCOUNT FOR SLOPING. r-1---------- ILII E� 1 I LEVEL4 ILj fi RE: ARCH. I N , I n II I I 604 I T __-_-_-_-_- I� I II 6 I I I II I I II I d,l II 1B III II I II 6 I I I I I RAMPRE:ARCH. ----r CJI --- -ter= JL--� - ---J==LJL_JL�- _�= r____ ___..,es ------JL---JL---J L----- -L L �_=JL---JL----- __ ___� ______/�� 2LEVEL2 i LEVI IFF=TY-�rCf ===�r==T== ��__�1 rI�T�=�==�� �_�II (4 �, °I r-1---------- ILII E� 1 I LEVEL4 ILj fi RE: ARCH. I N , I n II I I 604 I T __-_-_-_-_- I� I II 6 I I I II I I II I d,l II 1B III II I II 6 I I I I I RAMPRE:ARCH. ----r .�----� GARAGE LEVELS, RE: ARCH. WALL ID LEVELI 2LEVEL2 'LEVEL3 LEVI IFF=TY-�rCf ===�r==T== ��__�1 rI�T�=�==�� �_�II 4IJ 4��= �, °I III II IL II L=s=� I I I I I I RAARCH MPUP. $RECAST SEISMIC CONNECTION LOADS (KIPS) GARAGE LEVELS, RE: ARCH. WALL ID LEVELI 2LEVEL2 'LEVEL3 LEVI LEVELS WALL 1 34f23 ANCHOR 84 92 WALL 2a 8 I 25 25 WALL 2b 4 Z [O] 13 13 WALL 29 63 59 WALL4 3 QFV+NiJ R33 44 44 WALL5 6 *1WALL6 w 3 *1WALLT 6 0 *1ALLS 10-WALL2 W w - - WALI-10 33 - - - - NOTE: 1. LOADS PRE FACTORED LEVEL SEISMIC FORCES KIPS APPLIED A UNIFORMLY BEGIN&END EXTENTNI WALL SHOWN ON PLANS. � 2. SECTIONS (ARC ND AS SS). LOA S AN APPLIEIN D @ E OVERALL SECTIOAGMISHEAR WALL LORDS ARE APPLIED@EACH LEVEL@ DIAPHRAGMISHEAR WDLL INTERFACE. RE 'VELE:ARCH. '------------L--z----- 1 GARAGE LEVEL 4 PLAN NOTES: 3132'=1'-0' O O 1. RE: SGO 00& SG00.1 FOR GENERAL NOTES. PROJECT TRUE 2. ALL DECKS (EXCEPT AS NOTED) SHALL INCLUDE 3- NORMAL -WEIGHT TOPPING SLAB REINF. w14x4-W PXW2.9W.W.M.ADD'L. CHORD & COLLECTOR STEEL IDENTIFIED ON THESE PLANS &SCHEDULE ARE TO BE PROVIDED IN THE 3- TOPPING SLAB POUR. RE: DETAILSFORADD'L. INFO. 3. PROVIDE (3)#3@9'c.c.@ALL INSIDE CORNERS OF TOPPING SLOB. 4. PRECAST MANUF. TO DESIGN PRECAST ELEMENTS FOR GRAVITY LOADING DEPICTED ON SG11.5 I II OT F IF III -1I II I I T 1 III ° 71 tiJI II I I I I EZ 0 o1L_ r - IN IT 111 �� ■ KEPHART community • planning a amhitectu e 2555 WALNUT STREET DENVER, Ca.oaaoo Mom vruw.kePlun<om ANCHOR ENGINEERING SiFUCTu Lal 0535 17th Street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W LLL , QFV+NiJ amW W w w 0 W w �W :� 38160 s: �•, oarzsrep2l •� No. Date Issue WARne PERMIT J MRTu 1 1YNMV AL OVLNNER REV 2 aurum OWNERS Project Engineer SJB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title GARAGE LEVEL 4 PLAN Sheet Number SG1=1.3 R w 0 0 e'. U N 1. OPEN TO BELOW. 2. PRECAST CONCRETE INVERTED TEE BEAM. 3. 8- PRECAST CONCRETE "LIGHT WALL", RE: ARCH. FOR OPENING LOCATIONS. 4. 8" PRECAST WALL, RE: ARCH. FOR OPENING LOCATIONS. 5. 8- PRECAST SPANDREL BEAM. 6, EXTENT OF PRECAST SPANDREL BEAM. T. 1'-8"x1'6" PRECAST CONCRETE COLUMN. 8. 8- PRECAST WALL BELOW DOUBLE TEE FLANGE. 9. PRECAST CONCRETE"L" BEAM. 10. 8- PRECAST CONCRETE LATERAL WALL. 11. #3x10'-0" 18'o.c.CENTERBARONGRIDLINE'GB'. PUCEONy4l. 12. #3x10'-0"@18'c.n, CENTER BAR ON GRIDLINE'GE'. PLACE ON 'SLAB BOLSTER. 13. PRECAST CONCRETE IMPACT WALL, RE'. ARCH. FOR T.O. IMPACT WALL ELEVATION. 14. 8- PRECAST SLAB, RE: ARCH. FOR TOP OF SLAB ELEVATION. 15. W8x15 STEEL ELEVATOR HOIST BEAM RE: ELEVATION SHOP DOCUMENTS FOR ELEVATION&PLACEMENTWITHINSHAFT. PRECAST MANUF. TO DESIGN EMBED CONNECTION FOR TR (LIVE LOAD, SERVICE) REACTION @ WALL. PRECAST MANUF. CAN UTILIZE FLUSH EMBED OR EMBED AT BEAM POCKET. 16. HSS5x5xY2 ELEVATOR BEM, RE! ELEVATOR SHOP DOCUMENTS FOR ELEVATION& PLACEMENT WITHIN SHAFT. PRECAST MANUF. TO DESIGN EMBED CONNECTION FOR S2k (LINE LOAD, SERVICE) REACTION @ WALL. PRECAST MANUP CAN UTILIZE FLUSH EMBED OR EMBED AT BEAM POCKET. 17. STEEL STAIR ASSEMBLY BY OTHERS, REFER TO DEFERRED SUBMITTAL REQUIREMENTS ON SGUA. CONNECT INTERMEDIATE LANDING ELEMENTS TO CIP FOUNDATION WALL& CMU WALL. COORDINATE CONNECTION OF LEVEL 1 LANDING TO PRECAST WALL, CIP FOUNDATION WALL & MASONRY WALL. 18. NON -LOAD BEARING CMU WALL REINF. w/95 VERTS.@3Tox. & STANDARD WEIGHT 220 LADDER MESH REINF. @ 16" o.c. REFER TO SG(,S1 FOR LINTEL REQUIREMENTS. �_ 19. PROVIDE BURKE SLOT CONNECTION AT TOP OF BASEMENT WALL. N. YCONCRETE SLAB wl b W.5xW5 W.W.M. MID -DEPTH OVER COMPACTED FILL - RE. SOILS REPORT. RE: ARCH. DRAWINGS FOR SLAB DEPRESSIONS, SLOPES TO DRAINS, ETC. SAW CUT CONTROL JOINTS @ 10'-0" o.c. M. WAY. 21, PROVIDE Wxd8" GRADE BEAM BELOW MASONRY WALL. REINFORCE GRADE BEAM PER 123G241. NO FOOTING REQUIRED FOR GRADE BEAM. PROVIDE DAYTON SUPERIOR D52A FORM SAVERS AT ADJACENT CIP FOUNDATION WALLS FOR HORIZ. REINFORCING OF GRADE BEAM. 22, TRASH ROOM ROOF. FRAME WITH 800516268 RAFTERS @ 24' ec. & 1.5B20 STEEL DECK FASTENED IN 2% PATTERN w1310 SCREWS. PROVIDE NUX10 SIDELAP SCREWS. REFER TO 1VSG2-1.0 TO FOR MORE INFORMATION. 23. STEEL STAIR ASSEMBLY BY OTHERS REFER TO DEFERRED SUBMITTAL REQUIREMENTS ON SGO-0.1 LEVEL 5 LANDING TO CONNECT TO PRECAST SPANDREL & PRECAST DOUBLE TEE. INTERMEDIATE LANDING SUPPORTED ON TWO COLUMNS & CONNECTION TO PRECAST WALL ALONG GRIDLINE G3. REFER TO SG1-1.5 FOR LOADING REQUIREMENTS. 24, PROVIDE EMBED PLATES IN PRECAST SPANDREL FOR CONNECTION OF STAIR ASSEMBLY LEVEL 5 LANDING. GC TO COORDINATE LNaDING ELEMENTS w/STAIR MANUF. & PRECAST MANUF. 25, PROVIDE EMBED PLATES IN PRECAST DOUBLE TEE FOR CONNECTION OF STAIR ASSEMBLY LEVEL 5 LANDING. EMBED PLATES CAN BE PLACED ON BOTTOM OF DOUBLE TEE FLANGE ORSIDEOF DOUBLETEE STEM. GCTOCOORDINATEIANDINGELEMENTS wl STAIR MPNUF. & PRECAST MANUF. 26. PROVIDE EMBED PLATES IN PRECAST WALL TO SUPPORT INTERMEDIATE LANDING PERIMETER ELEMENT. GC TO COORDINATE LANDING ELEMENTS wt STAIR MANOR & PRECASTMANUF. 27. COLUMN OF STEEL STAIR ASSEMBLY INTERMEDIATE LANDING. 28, 8' PRECAST WALL MOVE SUPPORTED BY PRECAST DOUBLE TEE. I I I I i�==L-- --- ---- II I iL---����uL= �. E 'VEL Y RE:ARCH. MIN 1910 1, 0102 EPA I WIN5k WMEMAN 2 ELEVATOR ROOF PLAN NOTES: 3132"=1'-17 O O 1. PRECAST NMUF. TO FOR GENERAL ST ELE PROJECT TRUE 2. PRECAST MANUF.TO DESIGN PRECAST ELEMENTS FOR GRAVITY LOADING DEPICTED ON SGi-1.4 TOPPING SLAB CHORD REINF. PLANKEY NOTE REBAR LEVELI LEVEL2 QUN4ITTV LEVELSFLEVE41 LEVELS LENGTH SPACING Q (89)n (14)#3 (14)#3 (23)#3 (23)#3 21 @Toc. Q (40)73 HKhO (14)0 (14)#3 (14)#3 165'-0" @2'dc. Q T Z 13 20 w I 1 8d'6^ @ 2'o.c. Q 59 WALL4 3 120193 59'-0" @2-o.c. 5 4 III (9)93 (9 )93 (14) 93 I 16BK- @2-o.c. Q (22) #3 (7)#3 (T)#3 (14) #3 46'-0" @2-oc. Q (22)%3 (7)k3 (7 #3 (14)%3 -WALL9 5914F @2'oc. 8 (]0)713 2 V WALL 1 5914P @2'oc. 33 (4 73 - - - L- 83' ovmmo PERMITSUMUr 10 S II 51 (23)#3 185'4)" @Toc. 11 --- -- - -- G3 -=� ----- - --- (23)0 16K. NOTE - - - - - - - - - - - - - - - - - - - 1. PROVIDE REINF. ON Y'SLAB BOLSTERS. PROVIDE Y' BOTTOM COVERS TO REINF. & U£" TOP COVER TO REINF. 2. REINF. SHALL BE BENT TO FOLLOW PITCH OF PRECAST CONCRETE. 3. LENGTH IS HOPE LENGTH IN PLAN. BAR ACTUAL LENGTHS WILL BE LONGER TO ACCOUNT FOR SLOPING. JIL_ --�-- JS JJ LL =�= J�===JL -- _ T 9Z 0 ---- ------------ 4 2 WALL3 RAMPDOWN) O RE: ARCH. I --- 1- AL--- ar 'PRECAST SEISMIC CONNECTION LOADS (KIPS) GARAGE LEVELS, RE: ARCH. WALL ID LEVELI LEVEL2 'LEVELS 2LEVEL LEVELS WALL 1 34 44F47 ANCHOR e-11_ 92 WALL 2a 8 13 4_LI-B I 25 WALL 2b 4 T Z 13 WALL 29 33 59 WALL4 3 23 I I R444 44WALL5 4 III 6 23WALLS I W 3 23 w II 44WALL] 6 23WALL8 0 10 -WALL9 II II1 a I 2 V WALL 1 - WALL 10 33 - - - - NOTE: 1. LOADS PRE FACTORED LEVEL SEISMIC FORCES KIPS APPLIED PLAINS. UNIFORMLY ACROSS EXTENTN I WALL SHOWN ON ALOV 2. TIERS BEGIN & END AS SECTIONS(ACH. SHEETS). MEAIN INLIED@LOVERALL SECTIONS (ARCH. SHEETS). LOADS PRE APPLIED @EACH LEVEL @ DIAPHRAGMISHEPR WALL INTERFACE. --�--r--rda-- 1 GARAGE LEVEL 5 PLAN NOTES: 332'=1'-0' O O 1. RE: SG000& SGO-0.1 FOR GENERAL NOTES. PROJECT TRUE 2. ALL DECKS (EXCEPT AS NOTED) SHALL INCLUDE 3- NORMAL -WEIGHT TOPPING SLAB REINF. w14x4- W2PM2.9 AM A ADD L. CHORD & COLLECTOR STEEL IDENTIFIED ON THESE PLANS & SCHEDULE ARE TO BE PROVIDED IN THE 3" TOPPING SLAB POUR. RE'. DETAILS FOR ADII INFO. 3. PROVIDE (3)#3@6"ac. @ ALL INSIDE CORNERS OF TOPPING SLOB. 4. PRECAST MANUF. TO DESIGN PRECAST ELEMENTS FOR GRAVITY LOADING DEPICTED ON SG1-1.5 IIS f oli RLLF _ L_ _ -LE _fir= �7L_ t ■ IT ZL 111 �� ■ KEPHART community • planning a aml-itecture 2555 WALNUT STREET oEtl CmL0RAoo Mom vruw.kePlun<om 6 ANCHOR e-11_ ENGINEERING SiFUC 1UF. L 5N 41N55R5 4_LI-B I FM II -- Z [O] W II -- II II IT 5 O� li LLL , I I I I QFV+NiJ it O 4 III I W w w II II I 0 j 9;aIB II II II1 a I w V WALL 1 I II oil SIM. I 10 L- 4 L- 10 ovmmo PERMITSUMUr I I 10 S II 51 _- - --- ---------- ----- -------------------------- - - ------ --- - - --- --- -- - -- G3 -=� ----- - --- --- -=-- - ---- Project Engineer �- II Q 1 I II II r----- Carts 07/25/2019 job Number T Drawn By Z--- r-T�1Cf====�1==1r=� �r---�I�T�=�---��i =---� II .I II II M.)p ���---- --s II I II II �_-- r---�=r�TI�---i�flr=� L=s==i--=- �J Title II 111 IF- °I III II III ° II II II II ILII II III ° 11 tiT II I I I 4= I I I 1 GARAGE LEVEL 5 PLAN NOTES: 332'=1'-0' O O 1. RE: SG000& SGO-0.1 FOR GENERAL NOTES. PROJECT TRUE 2. ALL DECKS (EXCEPT AS NOTED) SHALL INCLUDE 3- NORMAL -WEIGHT TOPPING SLAB REINF. w14x4- W2PM2.9 AM A ADD L. CHORD & COLLECTOR STEEL IDENTIFIED ON THESE PLANS & SCHEDULE ARE TO BE PROVIDED IN THE 3" TOPPING SLAB POUR. RE'. DETAILS FOR ADII INFO. 3. PROVIDE (3)#3@6"ac. @ ALL INSIDE CORNERS OF TOPPING SLOB. 4. PRECAST MANUF. TO DESIGN PRECAST ELEMENTS FOR GRAVITY LOADING DEPICTED ON SG1-1.5 IIS f oli RLLF _ L_ _ -LE _fir= �7L_ t ■ IT ZL a D 111 �� ■ KEPHART community • planning a aml-itecture 2555 WALNUT STREET oEtl CmL0RAoo Mom vruw.kePlun<om ANCHOR ENGINEERING SiFUC 1UF. L 5N 41N55R5 2533 17th t, Denrec Co130 9 05 3 O9 E 80211 ....9"', I FM Z [O] W LLL , QFV+NiJ a�W W w w 0 LU w V � :� 38160 s: �•,• oarzsreoel No. No. Date Issue ovmmo PERMITSUMUr 1 1YNMV x 1NwNER REV 2 OIMbID MNEaa 51 Project Engineer SJB Reviewing Engineer RMS Carts 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title GARAGE LEVEL 5 PLAN S G1 -1A a D R X LOADING PLAN KEYNOTE SCHEDULE 1. STAIR LANDING POINT LOAD, D: 1.3k (SERVICE), L: 13k (SERVICE). 2. STAIR LANDING POINT LOAD, D: 2.7k (SERVICE). L: 2&(SERVICE). 3. STAIR LANDING UNE LOAD, D: 025k1f (SERVICE), C 0 25d (SERVICE). 4. STAIR INTER. LANDING COLUMN POINT LOAD, D: 2.7k (SERVICE), L: 2.]k (SERVICE). 5. STAIR ASSEMBLY STRINGER POINT LOAD, D. 06k(SERVICE), L: 0.6k (SERVICE). 6. CMU WALL LINE LOAD, D: D.77kIf(SERVICE). 7. LOW TRASH ROOF LINE LOAD, D: 0.125 if (SERVICE), S: S25k1f (SERVICE). Q 1 GC GD GE GF I cn T cc 'li G1 -- lJ (D----- 3 3 -- 3 LEVEL 4 LOAD MAP T 1 LEVEL 1 LOAD MAP N.T S. LOADING PLAN SCHEDULE TYPE NOTES ■ HATCH INDICATES SPECIAL LOADING FOR ADD'TL. TOPPING CONCRETE. DESIGN FOR 4GPSF ENE LOAD &SELF WEIGHT OF PRECAST + ACUTE. TOPPING CONCRETE WEIGHT, (RE: ARCH. FOR TOTAL THICKNESS) + 3PSF SUPERIMPOSED DEAD LOAD. community • planning • architecture 2555 WALNUT STREET DENVER, COLOKAuo sums www_kepn.D<� AREAS. HATCH INDICATESINFER ENESPECIAL LOADING E F WEIGHT OF DESIGN FOR LOAD ENELOAD &SELF WEIGHTOF PRECAST+ AST DEAD LOAD TO ACCOUNT FOR 3' TOPPING +3PSF SUPERIMPOSED SUPERIMPOSED DEPD LOAD. HATCHINDICATESSPECIALLOADING 100 ASSEMBLOAD& Sw/ FOR LOAD & SELF ADDnWEIGH OF PRECAST C. DESIGN FOR 1G CONCREPSF ENETE WEIGHT OF PRECASTCKNES) TOPPING CONCRETE WEIGHT, (RE: ARCH. FOR TOTAL THICKNE55(+3PSF SUPERIMPOSED DEAD LOAD. ENGINEERING s.suc.usaL Ex al EEss HATCH INIGATES LOADING AT PDESIGN FOR40PSTLIVE LOAD & SELF WEIGHT OF PRECAST + TT5PSF DEAD LOAD TOACCOUNT FOR 3" TOPPING +3PSF SUPERIMPOSED DEAD Loao I HATCH INDICATES LOADING AT PARKING AREAS SUBJECT TO SNOW LOADING. DESIGN FOR 55PSF LIVE LOAD & SELF WEIGHT OF PRECAST+ 37.5138F DEAD LOAD TO ACCOUNT FOR 3'TOPPING+ 3PSF SUPERIMPOSED DEAD LOAD FM HATCH INDICATES SNOW STORAGE AREA. DESIGN FOR 105PSF SNOW LOADING & SELF WEIGHT OF PRECAST+ 37.SPSF DEAD LOAD TO ACCOUT FOR 3' TOPPING +3PSF SUPERIMPOSED DEAD LOAD. SIGNAGE SHALL BE PROVIDED TO DELINEATE EXTENT OF SNOW STORAGE AREA & MAXIMUM OF 3'-6" SNOW STORAGE HEIGHT. REFER TO ARCH. DOCUMENTS FOR SIGNAGE & SNOW STORAGE LOCATIONS. Z [O] W HATCH INDICATES ROOF SNOW LOADING. DESIGN FOR RIMP SNOW LOAD & SELF WEIGHTOF PRECAST KNG. DESIGN SUPERIMPOSED DEAD LOAD TLEVEL 5 LOAD MAP GC GD GE GP 2 LEVEL 2 & 3 LOAD MAP NTS. IT 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLOKAuo sums www_kepn.D<� JANCHOR ENGINEERING s.suc.usaL Ex al EEss 0535 17th Street. D ,, Colontla 80211 303 783 47997 e,a 303830- 133 I FM Z [O] W Q\/ QFV+NiJ a�W wWW O� w C� o � :� 38160 s: �•, oarzsrepet •� No. Date Issue ovmmo EERMESuwemu IYNMV AL INNMER REV 2 OhUo MNEKK 51 Project Engineer SUB Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title LOAD PLAN Sheat Number SG1=1.5 9 RE: MCI FOR REINF. REO -D. II . NOTE: LEVEL 1 TOPPING SUBSHALL I ° KGRIA T.O. HAUNCH RE: PRECAST DWG'S NOTE: EMBED CONNECTION OF PRECAST WALL TO FDN. WALL WALL (NOT SHOWN FOR CLARITY BY 1PRECASTMANI RE: (2) AS HORIZ. TOP& BOT. OF WALL PRECAST DBL. TEE PRECAST HAUNCH EMBED BY PRECAST MANUF. 1901 RE: PLAN •:° NOTE: °rte __ S NOTE: CIP WALL ON BASEMENT WALL EMBED CONNECTION OF EMBED CONNECTION OF I. } PRECAST WALL TO FDN. WALL PRECASTWALLTO FDN. WALL II I_ II •' I` RE: APARTMENT END. I - '..I (NOT SHOWN FOR CLARITY BY -:-.,i. _r. !or TOPPING THICKNESS I , PRECASTMANUF) T.O. FTG. A� 1%4° Yz° ISOLATION BOARD I °I ( RE: PLAN O.C. 1 T.O. CORBEL'•p w T.O.C. RE: PLAN G— —�•—, �. z RE: PLAN - r ° r: -°� " ( 1-H W ^� CONIC. TOPPING, RE. y -,�.. w PLAN FOR REINF. II'_ �• el 1 I < I P.T. SLAB ON GRADE, 'I FOOTINGt 4 RE: APARTMENTEND. • q {. P.T.SLABON DOCUMENTS Is RE:APARTMEM WFND. FNS. �. •� •II DOCUMENTS -• :'°.1 � • 3 �M Ji" ISOLATION BOARD ISOLATION BOARD No. Date Issue r' I igYt' I - 'm I T.O. CORBEL - { ` RE: PLAN RE: PLAN —k•_ _ r I y, I y $JB Review ng Eng neer rI d,:. Date 07/25/2019 job Number 190595 ° EG/LD f RMS N� $' ISOLATION JOINT . IS, I.r e . RE: MCI FOR REINF. REO -D. II . NOTE: LEVEL 1 TOPPING SUBSHALL I ° KGRIA T.O. HAUNCH RE: PRECAST DWG'S NOTE: EMBED CONNECTION OF PRECAST WALL TO FDN. WALL WALL (NOT SHOWN FOR CLARITY BY 1PRECASTMANI RE: (2) AS HORIZ. TOP& BOT. OF WALL PRECAST DBL. TEE PRECAST HAUNCH EMBED BY PRECAST MANUF. 1901 RE: PLAN •:° a °rte __ S NOTE: CIP WALL ON BASEMENT WALL - EMBED CONNECTION OF I. } PRECAST WALL TO FDN. WALL P.T. SLAB ON GRADE \U�° II I_ II •' I` RE: APARTMENT END. I - '..I DOCUMENTS`_° PRECASTMANUE.) -:-.,i. _r. !or TOPPING THICKNESS I , . T.O. FTG. A� PER ARCH. Yz° ISOLATION BOARD I °I ( RE: PLAN O.C. 1 T.O. CORBEL'•p w RE: PLAN RE: PLAN G— —�•—, �. z - r ° r: I' " ( 1-H W ^� CONIC. TOPPING, RE. y -,�.. w PLAN FOR REINF. II'_ �• el 1 I < I P.T. SLAB ON GRADE, 'I PRECAST CONIC. WALL PARKING DECK EXPANSION JOINT, RE: ARCH. 1"GROUTSED CONIC. TOPPING, RE: DRIVE AISLE SLAB ON PLAN FOR REINF. GRADE BY OTHERS, x RE: ARCH. tilloT.E-0 RE: PLAN Ya' ISOLATION JOINT, RE: ARCH. PRECAST DBL. TEE "C@ 17O.C. wI STD. N' HOOK HORIZ. REINF. a6 VERTS.@12'ox EA. FACE EXTEND INTO FOOTING vel STD. WE HOOK @ BOT. MAT OF FOOTINGREINF. Ni ISOLATION JOINT ` A CONT. HORIZ. @ / 1y2- _ Ill " qr2- CONIC. SLAB, RE: PLAN INSTALL PRIORTOINSTALL PRIOR TO AL.INSTALL PRIOR TO TOP 8 BOT.OF CORBEL RE: MINE. FOR BACK FILLING OF WALL BOCK FILLING OF WALL REINF. REO'D. BACK FILLING OF WALL fG HORIZ. 1&" CE @ T.O. SLAB TO.SUB T.O. SUB EA FACE r RE: ARCH. I r RE ARCH RE: ARCH. BE CAST PRIOR TO BACK FILL 2 - CI -R.-` -+' ['cut CIP WALL ON BASEMENT WALL I I. RE: FOOTING SCHED.\�/�/ iF• tOF FOOTING = FOR REINF. A ,� I r`I• tOFCIP WALL TO. FM. RE: PUN `ir..-�_ —s^'— �' �- A -f'— —7— I % I 'I I 1° I� FTG. t I SECTION W4'=1'a PRECAST COLUMN CONIC. SLAB, RE: PLAN ���./-/--.••—//—,--.. J��.5' ISOLATION JOINT LAG ,I RE: REPUN S F ECASTE 1 T RPORTO BACK FILLPING SLAB L rCLR °rI� I-.xWCIPWALLA BASEMENT WALL rr - RE: FOOTING SCHED rr • .I f OF FOOTING = FOR REINF. T•I < „r. tOF CIP WALL T.D. FTG. RE: PLAN 49 I• t ul .4 H 1°' i•,- a COLUMN ANCHOR BOLTS & EMBED BY t OF FTG. = f PRECAST MANUF. OF COLUMN 2"GROUT PAD, RE : d RE: FOOTING PRECAST MANUF. SCHED. FOR REINF. T.O. FTG. `.T -F T—:°_{F� '_� .^_:2�. RE: PLAN 1 n [ L, JI�I �I1I l5 I'° �k o e4.ww I° N a ;Itl. + �..r. Q �•, I, — I, FTG.t 2 SECTION W4"=1'-0" ■ CONIC. SUB, RE: PRECAST WALL t=FEE, Q NOTE: LEVEL 1 TOPPING SLAB SHALL I' BECASTPRIORTOBACKFILL 2 - CI -R -J 2'CLR. CIP WALLt ON BASEMENT WALL .I RE: FOOTING SCHED. tOF FOOTING TO. FM.= FOR REINF. \ F _- tOF CIP WALL RE: PUN 'f a_ _irn .-A T'— 3 L . l w I I I I r I 4. ' I d. 4 r I r �J^`i 4 \ FTG. t 3 SECTION W4"=1'-0' PRECAST CONIC. WALL 1-GROUTBED CONC. SLOB, RE: PLAN RE: VSGI FOR RE: 2/SG240 FOR REINF. REO'D. REINF. REO'D. P I NOTE: . LEVELI TOPPING SUB SHALL 41 f ° 'I PRECAST CONIC. WALL 1- GROUT BED CONIC. TOPPING, RE: PLAN FOR REINF. I 2'CLR. CIP WALL NOTE: CIP WALL ON BASEMENT WALL - EMBED CONNECTION OF I. } PRECAST WALL TO FDN. WALL ! \U�° T.O. FTG..L SCHED. FOR REINF (NOT SHOWN FOR CLARITY BY I - '..I PROVIDEADDTL PRECASTMANUE.) FOR REINF. _r. !or TOPPING THICKNESS I , . T.O. FTG. A� PER ARCH. r I I °I ( RE: PLAN O.C. 1 —F. a_ w RE: PLAN �I 1'GROUT BED I M I L 3. I ° r: I " ( 1-H W ^� CONIC. TOPPING, RE. y -,�.. w PLAN FOR REINF. II'_ �• el 1 I < I P.T. SLAB ON GRADE, 'I FOOTINGt 4 RE: APARTMENTEND. • q {. DOCUMENTS Is �. •� ♦W V ...�•. -• RE: ARCH. � .y 3 :� 38160 s: �•, oarzsreoel r� ISOLATION BOARD No. Date Issue eabou PEPMRSUPMRTN PRECAST DBL TEE TZ igYt' I - T.O.CORBEL I°'_ - { RE: PLAN —k•_ _ r I y, Project Engineer $JB Review ng Eng neer rI d,:. Date 07/25/2019 job Number 190595 ° EG/LD Checked By RMS •a $' ISOLATION JOINT . jJJJ i-. Sheet Number CONIC. SLAB, RE: PLAN 1�'�: yOY2J INSTALL PRIORTOINSTALL PRIOR TO AL.INSTALL PRIOR TO TOP 8 BOT.OF CORBEL RE: MINE. FOR BACK FILLING OF WALL BOCK FILLING OF WALL REINF. REO'D. BACK FILLING OF WALL fG HORIZ. 1&" CE @ T.O. SLAB TO.SUB T.O. SUB EA FACE r RE: ARCH. I r RE ARCH RE: ARCH. BE CAST PRIOR TO BACK FILL 2 - CI -R.-` -+' ['cut CIP WALL ON BASEMENT WALL I I. RE: FOOTING SCHED.\�/�/ iF• tOF FOOTING = FOR REINF. A ,� I r`I• tOFCIP WALL TO. FM. RE: PUN `ir..-�_ —s^'— �' �- A -f'— —7— I % I 'I I 1° I� FTG. t I SECTION W4'=1'a PRECAST COLUMN CONIC. SLAB, RE: PLAN ���./-/--.••—//—,--.. J��.5' ISOLATION JOINT LAG ,I RE: REPUN S F ECASTE 1 T RPORTO BACK FILLPING SLAB L rCLR °rI� I-.xWCIPWALLA BASEMENT WALL rr - RE: FOOTING SCHED rr • .I f OF FOOTING = FOR REINF. T•I < „r. tOF CIP WALL T.D. FTG. RE: PLAN 49 I• t ul .4 H 1°' i•,- a COLUMN ANCHOR BOLTS & EMBED BY t OF FTG. = f PRECAST MANUF. OF COLUMN 2"GROUT PAD, RE : d RE: FOOTING PRECAST MANUF. SCHED. FOR REINF. T.O. FTG. `.T -F T—:°_{F� '_� .^_:2�. RE: PLAN 1 n [ L, JI�I �I1I l5 I'° �k o e4.ww I° N a ;Itl. + �..r. Q �•, I, — I, FTG.t 2 SECTION W4"=1'-0" ■ CONIC. SUB, RE: PRECAST WALL t=FEE, Q NOTE: LEVEL 1 TOPPING SLAB SHALL I' BECASTPRIORTOBACKFILL 2 - CI -R -J 2'CLR. CIP WALLt ON BASEMENT WALL .I RE: FOOTING SCHED. tOF FOOTING TO. FM.= FOR REINF. \ F _- tOF CIP WALL RE: PUN 'f a_ _irn .-A T'— 3 L . l w I I I I r I 4. ' I d. 4 r I r �J^`i 4 \ FTG. t 3 SECTION W4"=1'-0' PRECAST CONIC. WALL 1-GROUTBED CONC. SLOB, RE: PLAN RE: VSGI FOR RE: 2/SG240 FOR REINF. REO'D. REINF. REO'D. P I NOTE: . LEVELI TOPPING SUB SHALL 41 f ° 'I PRECAST CONIC. WALL 1- GROUT BED CONIC. TOPPING, RE: PLAN FOR REINF. BEC PRIORTO BACK FILL 2'CLR. I 2'CLR. CIP WALL I CIP WALL ON BASEMENT WALL - 7CLR I. } RE: FOOTING ia, 1 ! \U�° T.O. FTG..L SCHED. FOR REINF RE:FOOTINO SCHED. �YF• I - '..I �• �•� PRECAST FOR REINF. _r. !or DBL TEE I , . T.O. FTG. A� � 7.. r I I °I ( RE: PLAN k 1 —F. a_ w I I �I 1'GROUT BED I M I L 3. I ° r: I .I 1-H W ^� Y2' ISOLATION JOINT -,�.. w FTG.E 1 I < I CONC. SLAB, RE: PLAN -I- FOOTINGt 4 INSTALL PRIOR TO �' BACK FILLING OF WALL T.O. SUB �. •� ♦W V � -• RE: ARCH. � Cn :� 38160 s: �•, oarzsreoel r� BEC PRIORTO BACK FILL 2'CLR. I 2'CLR. CIP WALL I CIP WALL ON BASEMENT WALL - 7CLR I ° !I !r'OIR. RE: FOOTING ia, 1 ! \U�° T.O. FTG..L SCHED. FOR REINF RE:FOOTINO SCHED. �YF• ��I fOFFOOTING = RE: FOOTING SCHED.\ �• �•� fOF FOOTING= FOR REINF. _r. !or tOFCIP WALL FORREINF. A/ I , tOFCIP WALL T.O. FTG. A� � 7.. �/A% _pTlTll_x., . ` ( RE: PLAN mssIl_ :—t, —F. a_ w T_____ WALL PRECAST CONIC. WALL P.T. SUB ON GRADE, _ Ji ISOLATION JOINT INT RE. �MDCEUMENTS\ NT END. T CONIC. SUB, RE: PLAN EMBED CONNECTION OFPRECASTWALLTO CIP FOUNDATION BY PRECAST MANUF. RE: FOOTING SCHED. FOR REINF. #S HORQ.@18"o.c. EA FACE rciR � Z' CUR. community • planning a y, T.O. SL49 (2)p6 HORIL TOP &BOT.OF WALL - � r � -- --°�-, RE: PLAN RE: FOOTING ia, 1 ! \U�° T.O. FTG..L SCHED. FOR REINF EMBED CONNECTION T.O. FTG. d 2533 Dt6tD,nre. =9330211 05 3 O9 303 3 8330 OF PRECAST WALL TO r. FM O CIP FOUNDATION BY Z J"I PRECASTMANUF. ( r FM.t I 5 SECTION 6 SECTION 7 SECTION 314'=1'tl W4"=1'-0' 314"=11t. • ' 71 �:- I I I .. r .., � ..•I. I:.6 I :l I% I I% 'I ..46 r..{ :. rrI .I { 1 .� .. I 11 4 14IL I. FTG. t 4 SECTION W4"=V NOTE: EMBED CONNECTION OF PRECASTWALLTOFDN. WALL (NOT SHOWN FOR CLARITY BY PRECASTMANUF) M5 VERT$. @ 12' cc EA. FACE EXTEND INTO FOOTING wl STD. 90° HOOK @ BOT. MAT OF FOOTING REINF. )/2' ISOLATION JOINT CONIC. SUB, RE: PUN To' .O SLAB RE: PLAN Y—,--� 1' GROUT BED CIP WALL f WALL 111 �� #S HORQ.@18"o.c. EA FACE rciR � Z' CUR. community • planning a y, T.O. SL49 (2)p6 HORIL TOP &BOT.OF WALL - � r � -- --°�-, RE: PLAN RE: FOOTING ia, 1 ! \U�° T.O. FTG..L SCHED. FOR REINF EMBED CONNECTION T.O. FTG. Q 2533 Dt6tD,nre. =9330211 05 3 O9 303 3 8330 OF PRECAST WALL TO r. FM O CIP FOUNDATION BY Z J"I PRECASTMANUF. ( r (.' a' w RE: FOOTING rT, 1'GROUT BED SCHED. FOR REINF. TO. FTG. ° r: RE: PPLAN 1-H W ^� -,�.. w FTG.E 4$' FROM G.L. TO I < I -I- FOOTINGt 4 �' w ♦W V � � Cn :� 38160 s: �•, oarzsreoel r� No. Date Issue eabou PEPMRSUPMRTN t 1YNMV*13I)IMIUAL NwNER REV 2 or CONERR w Project Engineer $JB 5 SECTION 6 SECTION 7 SECTION 314'=1'tl W4"=1'-0' 314"=11t. • ' 71 �:- I I I .. r .., � ..•I. I:.6 I :l I% I I% 'I ..46 r..{ :. rrI .I { 1 .� .. I 11 4 14IL I. FTG. t 4 SECTION W4"=V NOTE: EMBED CONNECTION OF PRECASTWALLTOFDN. WALL (NOT SHOWN FOR CLARITY BY PRECASTMANUF) M5 VERT$. @ 12' cc EA. FACE EXTEND INTO FOOTING wl STD. 90° HOOK @ BOT. MAT OF FOOTING REINF. )/2' ISOLATION JOINT CONIC. SUB, RE: PUN To' .O SLAB RE: PLAN Y—,--� 1' GROUT BED CIP WALL f WALL 8 SECTION 314'=TT FTG. t 111 �� #S HORQ.@18"o.c. EA FACE rciR � Z' CUR. community • planning a y, T.O. SL49 (2)p6 HORIL TOP &BOT.OF WALL - � r � -- --°�-, RE: PLAN RE: FOOTING ia, 1 ! JANCHOR T.O. FTG..L SCHED. FOR REINF /�\/'\ CIP WALLf = FTG t _ T.O. FTG. RE: PLAN -;r= 2533 Dt6tD,nre. =9330211 05 3 O9 303 3 8330 37,w77997F,, I r. FM O I Z J"I I ( r (.' w • d'... rT, Q az w ° r: 1-H W ^� w w FTG.E 8 SECTION 314'=TT FTG. t a D 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLOKKho Noe 777.Psplun<om JANCHOR ENGINEERING s.suc.usat Exs rve5ss 2533 Dt6tD,nre. =9330211 05 3 O9 303 3 8330 37,w77997F,, I FM O Z W rT, Q az w Q 1-H W ^� w w N 0 w ♦W V � � Cn :� 38160 s: �•, oarzsreoel r� No. Date Issue eabou PEPMRSUPMRTN t 1YNMV*13I)IMIUAL NwNER REV 2 or CONERR w Project Engineer $JB Review ng Eng neer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title GARAGE PRECAST SECTIONS Sheet Number SG2-0.0 a D PRECAST CONIC. WALL NOTE: `° 1 -GROUT BED EMBED CONNECTION OF PRECAST WALL TO FDN. WALL T.O.C. (NOT SHOWN FOR CLARITY BY C CHAMFER RE: ARCH. PRECASTMANUF.) h: -�'+ RE:PLAN .I CONC. SLAB, RE: PLAN TO.CONC. 0 VERTS. @ 12' eo M. I T.O. STAB .3 RE: PLAIN FACE EXTEND INTO FOOTING I} RE: PLAN v -L' 2" CI-R.WI STD. 90• HOOK @ BOT. "I a MAT OF FOOTING REINF. r •:./\� w n°.�. PROVIDE'BURKESLOT MODEL MX55(C" DEPTH) INSERTS 1 X" ISOLATION BOARD ISOLATION JOINT w I:. AT2'-0•o.c.ND NUTATH x3'-0"ALL THREAD - PROVIDE r CLT. ; I: 2CLR. ;'I. WASHERAND NUTAT SLAB END OF ALL THREAD. PROVIDE pax 1'-11'HORIZ. THROUGH PRE -FAB. HOLES CIP WALL E 0 1D' II I. a L AF ni g X" ISOLATION JOINT ° 1 3. CONC. SLAB, RE: PLAN 15 HORIL@18"o.a 'N T.O. SL1B P.T. SLAB ON GRADE, 31 EA FACE i ° RE: APARTMENT FND. '1 CIP WALLf�\ \/ J I RE: PLAN DOCUMENTS I =FTG.I / RE: FOOTING k .r (2) 16 HORIZ. TOP .I -'I / #8 VIEWS @T°oc. ADJACENT CIP WALL SCHED FOR REINF. &BOT OF WALL T.O. FTG. II 15 HORIZ. @]"o c. —�_.�4 y'a—.Jc— RE: PLAN ROUGHEN SURFACE IS DOWEL TO MATCH VERTS IN WALL Jill`' ~ : ,'� -II WIWHOOKINTO FTG AND PROVIDE G I zI CLASS B SPLICE wI WALL VERTS I- CONCRETE ,, ADJACENT FIG. RE: SCHEDULE RE: SCHEDULE FORR • :.I I P 4 FOOTING =E FOUNDATION WALL SIZES REINFORCING PROVIDE At COM. LOCATED @ DOWEL BEND T.O. FTG. r 11 .. F T--fr }TT —,. T r� RE: PLAN Iof :I44I.I. lu I! — — RE SCHED. FTGf L RE:SCHED. Ia 9 SECTION 314•=1'-0• CONIC. TOPPING, RE: PARKING DECK EXPANSION PLAN FOR REINF. \ / JOINT, RE: MCH. CONC. SLAB, RE: PLAN ¢ I' FG.f m RE: SCHED. IIS T R 13 SECTION 314'=1'-0• 0 a U N 10 SECTION 3W=1'-0" BURKE SLOT MODEL M%55 (4• DEPTH) @ 24-o.c. w/ MX52 (8 -LONG) THREADED STRAP INSERT. PROVIDE #3x1'-11' DOWELS AT EA. NO HOLE ON BURKE SLOT LEGS. CENTER REINF. LENGTH ON BURKE SLOT Y. ♦ 3. RE: PLAN #5x4'-0" (ATO6) DOWELS @ M. THREADED STRAP INSERT P T. SLAB ON GRADE, RE: APARTMENT MD. DOCUMENTS X' ISOLATION BOARD T.O. CORBEL RE: PLAN H NOTE: WALL AT RAMP SHALL BE CONTINUOUSLY SHORED UNTIL P.T. SLAB -ON -GRADE FOUNDATION ISy CAST wl BURKE SLOT CONNECTION. CONTRACTORTOCOORDINATE SHORING FROM TOP OF CIP WALL TO LEVEL 1 DIAPHRAGM AT GRIDLINE'GZ RE: DS02-00 FOR REINF. REO'D. NOTE: LEVEL 1 TOPPING SLAB SHALL BE CAST PRIOR TO BOCK FILL ON BASEMENT WALL RE FOOTING SCHED. FOR REINF. \ T.O. FTG. RE: PLAN 1NOTE: REINF. IN ADJACENT WALLS NOT SHOWN FORCLARITY. HORIZ. WDLL REINF. SHALL RUN COWTHROUGH PILASTER Z'GROUT PAD, RE: PRECAST MANUF.\ PROVIDE (5) SETS OF TIES@TOPOFPILASTER SPACED @ 3' o.c. PRECASTCOLUMN COLUMN ANCHOR BOLTS & EMBED BY PRECASTMANUF. I J T.O. HAUNCH RE: PRECAST DWG5 I l.. SOL, Nti I I I I 'k 1 1 •I w PROVIDEISx 9'DOWELS @ EA VERT BAR OF 1- G PLASTER. PLACE NORM TEG ABOVE BOT. MAT OF jI(-�K FOO TING REINREXTEND I' 2'6•IMOPILASTER 1' -1� r 11 VI RE: FOOTING er j1 I'I °1•I / SCHED FOR REINF it 77 •I .• 3333 ° FTG.EON ' GRIDLINE / NOTE: (Y, EMBED CONNECTION OF PRECAST WALL PON. WALL (NOT SHOWN FOR CLARITY BY PRECAST MANUF.) PRECAST CONIC. WALL i1"GROUTBED o I• :4 i•I;a I 4 CONIC. TOPPING, RE: PLAN FOR REINF. T.O. HAUNCH RE: PRECAST DWG5 \ FTG.f 14 SECTION PRECAST DBL. TEE PRECASTHAUNCH EMBED BY PRECAST MANUR X" ISOLATION JOINT CONIC, SLAB, RE: PLAN INSTALL PRIOR TO BACK FILLING OF WALL TO SLAB RE. ARCH. CIPWALLt 4 OF FOOTING = 4 OF CIP WALL 11 SECTION 314'=1'-0" BURKE SLOT MODEL MX -55 (4' DEPTH) @ 24" ec. wl MX -52 (0' LONGI THREADED STRAP INSERT PROVIDE #3x1%11"DOWELS AT EA. X"p HOLE ON BURKE SLOT LEGS. CENTER REINF. LENGTH ON BURKE SLOT RE PLAN 16x4'41' (A706) DOWELS @ M. THREADED STRAP INSERT P.T. SLAB ON GRADE, RE: APARTMENT FND. DOCUMENTS X' ISOLATION BOARD J. T.O. CORBEL .. RE: PLAN NOTE: CIP WALL SHALL BE CONTINUOUSLY ill SHORED UNTIL P.T. SUBGN-GRADE FOUNDATION IS CAST W/ BURKE SLOT CONNECTION. CONTRACTOR TO COORDINATE SHORING FROM TOP OF CIP WALL TO LEVEL 1 DIAPHRAGM AT GRILDINE'G3' RE: MG24.0 FOR PRECASTINVERTED BEAM /\�\/- `/ X' ISOLATION JOINT CONC. SVS. RE: PLAN TO.S AB RE: PLAN _ SECTION . ,f I KEPHART ° • —r -a. raR :1:1 ::-, PRECAST DBL TEE LfI {y}II �' I"� •'•N2'6• PROVIDE" COM. LOCATED @ DOWEL BEND (NOT SHOWN FOR CLARITY BY ASSHOWN PLACE AT M. CMU VERT. j.' X PRECAST CONIC. WALL 8'BOND@B (2) 0211 2533 Dt6tD,nre, °0 9133 0333033 833 I7I1 fix DOWEL @18"o.c. -� T �; ��— T +_' B. #5 BOT. OF .'-'.: #5 HORIZ @T'oc. ROUGHEN SURFACEI I IIr•--r- II •i ,• 18 DOWEL FULL HT w/16'HOCK IMO FTG I° QFOOTING = 4 FOUNDATION WALL CONCRETE FOOTING, RE: SCHEDULE / q4 TIER @ i6' o.c. PROVIDE #4 COW, LOCATED @DOWEL BEND FOR SIZE & REINFORCING f I, WW/ L l a T.O. FTG. O. BLAB .. _ RE: PLAN ° �r—}}� I(r —^ Ttrl- RE. PLAN 011 l 1ff 1. e II_ 4iw Jim W - CONT. TOP 15X8MVERTS. @1r O.C. (2)#5 PIACEATBOT.MATOF Ir _° 1 12NMV AL IN NER REV &BOT. FOOTING REINF. ¢ I' FG.f m RE: SCHED. IIS T R 13 SECTION 314'=1'-0• 0 a U N 10 SECTION 3W=1'-0" BURKE SLOT MODEL M%55 (4• DEPTH) @ 24-o.c. w/ MX52 (8 -LONG) THREADED STRAP INSERT. PROVIDE #3x1'-11' DOWELS AT EA. NO HOLE ON BURKE SLOT LEGS. CENTER REINF. LENGTH ON BURKE SLOT Y. ♦ 3. RE: PLAN #5x4'-0" (ATO6) DOWELS @ M. THREADED STRAP INSERT P T. SLAB ON GRADE, RE: APARTMENT MD. DOCUMENTS X' ISOLATION BOARD T.O. CORBEL RE: PLAN H NOTE: WALL AT RAMP SHALL BE CONTINUOUSLY SHORED UNTIL P.T. SLAB -ON -GRADE FOUNDATION ISy CAST wl BURKE SLOT CONNECTION. CONTRACTORTOCOORDINATE SHORING FROM TOP OF CIP WALL TO LEVEL 1 DIAPHRAGM AT GRIDLINE'GZ RE: DS02-00 FOR REINF. REO'D. NOTE: LEVEL 1 TOPPING SLAB SHALL BE CAST PRIOR TO BOCK FILL ON BASEMENT WALL RE FOOTING SCHED. FOR REINF. \ T.O. FTG. RE: PLAN 1NOTE: REINF. IN ADJACENT WALLS NOT SHOWN FORCLARITY. HORIZ. WDLL REINF. SHALL RUN COWTHROUGH PILASTER Z'GROUT PAD, RE: PRECAST MANUF.\ PROVIDE (5) SETS OF TIES@TOPOFPILASTER SPACED @ 3' o.c. PRECASTCOLUMN COLUMN ANCHOR BOLTS & EMBED BY PRECASTMANUF. I J T.O. HAUNCH RE: PRECAST DWG5 I l.. SOL, Nti I I I I 'k 1 1 •I w PROVIDEISx 9'DOWELS @ EA VERT BAR OF 1- G PLASTER. PLACE NORM TEG ABOVE BOT. MAT OF jI(-�K FOO TING REINREXTEND I' 2'6•IMOPILASTER 1' -1� r 11 VI RE: FOOTING er j1 I'I °1•I / SCHED FOR REINF it 77 •I .• 3333 ° FTG.EON ' GRIDLINE / NOTE: (Y, EMBED CONNECTION OF PRECAST WALL PON. WALL (NOT SHOWN FOR CLARITY BY PRECAST MANUF.) PRECAST CONIC. WALL i1"GROUTBED o I• :4 i•I;a I 4 CONIC. TOPPING, RE: PLAN FOR REINF. T.O. HAUNCH RE: PRECAST DWG5 \ FTG.f 14 SECTION PRECAST DBL. TEE PRECASTHAUNCH EMBED BY PRECAST MANUR X" ISOLATION JOINT CONIC, SLAB, RE: PLAN INSTALL PRIOR TO BACK FILLING OF WALL TO SLAB RE. ARCH. CIPWALLt 4 OF FOOTING = 4 OF CIP WALL 11 SECTION 314'=1'-0" BURKE SLOT MODEL MX -55 (4' DEPTH) @ 24" ec. wl MX -52 (0' LONGI THREADED STRAP INSERT PROVIDE #3x1%11"DOWELS AT EA. X"p HOLE ON BURKE SLOT LEGS. CENTER REINF. LENGTH ON BURKE SLOT RE PLAN 16x4'41' (A706) DOWELS @ M. THREADED STRAP INSERT P.T. SLAB ON GRADE, RE: APARTMENT FND. DOCUMENTS X' ISOLATION BOARD J. T.O. CORBEL .. RE: PLAN NOTE: CIP WALL SHALL BE CONTINUOUSLY ill SHORED UNTIL P.T. SUBGN-GRADE FOUNDATION IS CAST W/ BURKE SLOT CONNECTION. CONTRACTOR TO COORDINATE SHORING FROM TOP OF CIP WALL TO LEVEL 1 DIAPHRAGM AT GRILDINE'G3' RE: MG24.0 FOR PRECASTINVERTED BEAM /\�\/- `/ X' ISOLATION JOINT CONC. SVS. RE: PLAN TO.S AB RE: PLAN _ 1113 SECTION 314° =1'-0" SECTION #5x5'-0" DOWELS EMBED 26' I KEPHART ° • —r -a. raR :1:1 ::-, IMO FOUNDATION WALL. LfI {y}II PRECAST WALL TO FDNLN. WALL PLAN FOR REINF. (NOT SHOWN FOR CLARITY BY ASSHOWN PLACE AT M. CMU VERT. j.' X PRECAST CONIC. WALL 8'BOND@B (2) 1113 SECTION 314° =1'-0" RE: FOOTING r SCHED. FOR REINF OL TO. FTG. elw' RE. ERTPLANw r =— .rT (6) #6 V$ PLACE ASSHOWN - -. --�. q4 TIES @ 1F o.c. RE: SCHED. 12 SECTION 31V=1'-0' 11A SECTION #5x5'-0" DOWELS EMBED 26' CIP WALL KEPHART 8' CMU WALL, RE: NOTE: (11)#B VERTS. PLACE IMO FOUNDATION WALL. PRECAST WALL TO FDNLN. WALL PLAN FOR REINF. (NOT SHOWN FOR CLARITY BY ASSHOWN PLACE AT M. CMU VERT. j.' X PRECAST CONIC. WALL 8'BOND@B (2) 0211 2533 Dt6tD,nre, °0 9133 0333033 833 w779F,, 37,O9 I RE: PLAN FM -� T �; ��— T +_' B. #5 BOT. OF 1 [O] I IIr•--r- II •i CMUIJ WAL WALL J i. I I� I.• I X. ISOLATION JOINT / q4 TIER @ i6' o.c. am f CONIC. SLAB, RE: PLAN WW/ L l a - O. BLAB .. _ RE: PLAN x 1 1 6 011 I 1d I F... '•I w i II_ 4iw Jim W - CONT. TOP 15X8MVERTS. @1r O.C. (2)#5 PIACEATBOT.MATOF Ir _° 1 12NMV AL IN NER REV &BOT. FOOTING REINF. 9 HORS. @ 18" o.c. RE: FOOTING r SCHED. FOR REINF OL TO. FTG. elw' RE. ERTPLANw r =— .rT (6) #6 V$ PLACE ASSHOWN - -. --�. q4 TIES @ 1F o.c. RE: SCHED. 12 SECTION 31V=1'-0' 11A SECTION ^ CIP WALL KEPHART •' NOTE: architecture EMBED CONNECTION PRECAST WALL TO FDNLN. WALL RE: FOOTING SCHED.3 (NOT SHOWN FOR CLARITY BY fOFFO0TING= PRECAST MANUF.) j.' X PRECAST CONIC. WALL TO. FTG. l�A iKH:O11L8itl X' ISOLATION JOINT CONIC. SVS, RE: PLAN INSTALL PRIOR TO BACK FILLING OF WALL T.O. SLAB RE: ARCH. REINF. REO'D. 111 CIP WALL KEPHART •' ,0 I: architecture 2555 WALNUT STREET DENVER, COLORAO Mom 777.x.Pn.,L..33, I RE: FOOTING SCHED.3 IFI * ° III fOFFO0TING= FOR REINF j / j.' f OF CIP WALL TO. FTG. l�A 0211 2533 Dt6tD,nre, °0 9133 0333033 833 w779F,, 37,O9 I RE: PLAN FM -� T �; ��— T +_' 1 [O] Lu IIr•--r- II •i I I� I.• I am f W/ WW/ L l W a ul x 1 1 I 1d I F... '•I Jim W w 7 FTGt 15 SECTION 3'4"=1'-0' 111 ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORAO Mom 777.x.Pn.,L..33, JANCHOR ENGINEERING s.suc.uaaL Sxo rveSRs 0211 2533 Dt6tD,nre, °0 9133 0333033 833 w779F,, 37,O9 I FM Z [O] Lu am W/ WW/ W 0 W w :� 38160 s: �••, 03/2512021�i�h No. Data ISOM keen PERMEsuwemu 1 12NMV AL IN NER REV 2 awum MNERR Project Engineer SJB Reviewing Engineer RMS Date NONE 07/25/2019 job Number NONE 190595 Drawn By EG/LD Checked By RMS Mile GARAGE PRECAST SECTIONS Sheet Number SIG Mill R Q Q 4 I I � T.O. SPANDREL T.O. SPP0 OREL RE: PIAN FOR CHORD RE: ARC G TRE.REINF SCHEDULE RE: PIAN FOR CHORD REINF SCHEDULE EMBED IN & FIELD o— CONNECTION BY OTHERS EMBED Rs& FIELD CONNECTION BY OTHERS uJ RE: PLAN FOR CHORD REINF SCHEDULE a GONG. TOPPING, RE: PLAN CONC. TOPPING, RE: PLAN FOR REINF. a CONIC. TOPPING, RE: PLAN FOR REINF. FOR REINF. 1Y2"CLF, WE 11/2°CLR, WE %'CLR, TYP T.O.C. T.O.C. _ T.O.C. VARIES T VARIES T COLUMN TO SPANDREL TIE VARIES BACKS BY OTHERS y.; PRECAST SPANDREL PRECAST DBL TEEPRECAST SPANDREL EMBED Rs & FIELD CONNECTION BY OTHERS i e a••- PRECAST DBL. TEERR,I, * - PRECAST DBL TEE BRG. PAD BY OTHERS L _'• '1. CORBEL BRG. PAD BY OTHERS h B.O. SPANDRELSPANDREL B 0 SPRANDREL RE: ARCHARCA RE: ARCH CORBEL TEE BEARING ON WALL 1 SECTION e A. FOR SPLICE& LOCATION, Ip RE'. PRECAST SHOP OWES '• PRECAST WALL�SIM. PRECASTCOLUMN RE: PLAN FOR CHORD REINF. SCHEDULE EMBED Rs & FIELD CONNECTION BY OTHERS CONIC. TOPPING, RE: PLAN FOR REINF. COLUMN TO COLUMN SPLICE CONNECTION BY <41 OTHERS 3I p I'• Ja,° jLj PRECASTBEAM II. 4 •% BRG. PAD BY OTHERS s' CORBEL BEAM BEARING ON COLUMN 6 SECTION 314•=1'-0" TEE @ SPANDREL 2 SECTION y�yL T.O.W. RE. ARCH RE: PLAN FOR CHORD REINF. SCHEDULE PRECAST WALL EMBED R's & FIELD CONNECTION BYOTHERS CONIC, TOPPING, PRE: PLAN FOR REINF. C. I � T.O. I V k' SPLICE LOCATION, BY OTHERS. WELD R&GROUT I J SLEEVE BY OTHERS (.I i•I-( LIJ. .1 PRECAST DBL. TEE ` BRG. PAD BY OTHERS CORBEL TEE BEARING ON WALL @ BREAK 7 SECTION 314'=14Y EMBED R IN PRECAST BY PRECAST MANUF. DESIGN FOR PRECAST DBL. TEE 120p0(SERVICE) LEVEL WIND REACTION AT TOP OF WALL TEE BEARING ON SPANDREL 3 SECTION N4"=1'-0' TY EMBED R IN PRECAST BY PRECAST WALL PRECAST MANI DESIGN FOR KEPHART 120p1T(SERVICE) LEVEL WIND REACTION AT TOP OF WALL PRECAST DEC. TEE PRECAST WALL STEEL DECK, RE: PLANI PROVIDE 3' GAP FROM JANCHOR PRECAST TO TOP BYOTHERS OF CMU OF CMU WALL tl1 CONIC. TOPPING, CONNECT TO LEDGER W/ SIMPSON L6x2$x%(LEV) EA. SIDE OF CMU RE: PLAN FOR REINF. WALL AT EDGE OF PRECAST RCA223 CLIP. USE (3) #10 SCREWS IMO ELEMENT HORIZ. LEG CAN BE [O] PLACE DIRECTLY ABOVE WALL RAFTER & (3) #12-14 IWO STEEL LEDGER BOND BEAM @ TOP OF CMU WALL WI (2)#& CONT. HORIZ. y,• ^°e' EMBED CMU ,RE: PLAN I' FOR ORREINREINF. TEE @ SPANDREL 2 SECTION y�yL T.O.W. RE. ARCH RE: PLAN FOR CHORD REINF. SCHEDULE PRECAST WALL EMBED R's & FIELD CONNECTION BYOTHERS CONIC, TOPPING, PRE: PLAN FOR REINF. C. I � T.O. I V k' SPLICE LOCATION, BY OTHERS. WELD R&GROUT I J SLEEVE BY OTHERS (.I i•I-( LIJ. .1 PRECAST DBL. TEE ` BRG. PAD BY OTHERS CORBEL TEE BEARING ON WALL @ BREAK 7 SECTION 314'=14Y EMBED R IN PRECAST BY PRECAST MANUF. DESIGN FOR PRECAST DBL. TEE 120p0(SERVICE) LEVEL WIND REACTION AT TOP OF WALL TEE BEARING ON SPANDREL 3 SECTION N4"=1'-0' TY PRECAST WALL RE: ARCH KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, CULURAO0Mom .v,.,,.Emn.n..�, RE: PLAN FOR CHORD REINF. SCHEDULE PRECAST WALL STEEL DECK, RE: PLANI EMBED R8 & FIELD CONNECTION JANCHOR BYOTHERS s.suc.usaL Ex al EERs tl1 CONIC. TOPPING, CONNECT TO LEDGER W/ SIMPSON _ RE: PLAN FOR REINF. RCA223 CLIP. USE (3) #10 SCREWS IMO TO.C. [O] PROVIDE F GAP FROM RAFTER & (3) #12-14 IWO STEEL LEDGER VARIES I' SPLICE LOCATION, BY rT, ^°e' OTHERS. WELD R& I' GROUT SLEEVE BY b I. �,' PRECAST DBL. TEE OTHERS I �^ WALL AT EDGE OF PRECAST 1_IJ I• ELEMENT HORIZ. LEG CAN BE Y4.3,� PLACE DIRECTLY ABOVE WALL MCBx18 CONTINUOUS LEDGER EMBED BOND BEAM ®TOP OF TEE @ WALL @ BREAK 8 SECTION 314'=14Y CMU BELOW PRECAST 11 SECTION EMBED @4'-0' O.c. PRECAST MANUF. TO DESIGN EMBED FOR 3 KIPS ULTIMATESHEARLOAD AND.5 KIPS ULTIMATE TENSION LOAD 12 SECTION 314'=1'47 O.C. VARIES PRECAST WALL SPLICE LOCATION, BY OTHERS. WELD R 8 GROUT SLEEVE BY OTHERS I• al • EMBED R's & FIELD CONNECTION BY OTHERS CONC. TOPPING, RE: PLAN FOR REINF. VARIES PRECAST DEC. TEE BRG, PAD BY OTHERS CORBEL OFFSET TEES BEARING ON LIGHT WALL 4 SECTION 314•=1'-0' CONCTOPPING, RE: PLAN FOR REINF EMBED R's & FIELD CONNECTION BY OTHERS lX'CLR, TYP, PRECAST DBL. TEE BRG. PAD BY OTHERS CORBEL P a' PRECAST WALL TEE BEARING ON LOW WALL 9 SECTION 314'=1'-0' RE: PLAN FOR CHORD REINF SCHEDULE CONIC. TOPPING, RE: PLAN FOR REINF. EMBED R's & FIELD CONNECTION BY OTHERS CONC. TOPPING, RE: PLAN FOR REINF. %'CLR, T�Y�PIi T.O.C. VARIES PRECAST WALL PRECAST DBL. TEE BRG. PAD BY OTHERS NOTE: STAIRASSEMBLY NOT SHOWN CORBEL FOR CIARITV C SECTION 31V=1'-0' PRECAST BEAM e TEE BEARING ON ITB 5 SECTION N4"=1'-0' 114 CONT. EA, SIDE, U.N.O. IN PLAN #4 x 3'-0" t PRECAST BEAM WIDTH @ 16' o.c. MAX. CENTERED OVER PRECAST BEAM EMBED R8 & FIELD CONNECTION BY OTHERS T.O.C. VARIES PRECAST DEC. TEE BRG. PAD BY OTHERS PRECAST BEAM RE: RUN FOR CHORD REINF SCHEDULE EMBED IL's & FIELD CONNECTION BY OTHERS CONIC. TOPPING, RE: PLAN FOR REINF. 1J2"CLR, TYP T.O.C. VARIE PRECAST DBL. TEE BRIG. PAD BY OTHERS TEE BEARING ON "DI BEAM 10 SECTION Y4'=1'-0" PRECAST WALL ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, CULURAO0Mom .v,.,,.Emn.n..�, STEEL DECK, RE: PLANI JANCHOR LIGHT GAUGE RAFTER, RE: PLAN. s.suc.usaL Ex al EERs 2533 Dt6tDenre, 30211 03 3 4797 F,,30d 830 9133 3 V1 CONNECT TO LEDGER W/ SIMPSON FM RCA223 CLIP. USE (3) #10 SCREWS IMO Z [O] PROVIDE F GAP FROM RAFTER & (3) #12-14 IWO STEEL LEDGER BOT. OF PRECAST TO TOP OF CMU WALL rT, -aa LBX.{wrys(LEV) EA. SIDE OF CMU 1rTlJ, ,. WALL AT EDGE OF PRECAST ELEMENT HORIZ. LEG CAN BE Y4.3,� PLACE DIRECTLY ABOVE WALL MCBx18 CONTINUOUS LEDGER EMBED BOND BEAM ®TOP OF CMU WALL W/ (2) IS w COM. HORIZ. Y4- 3 :� 38160 s: �•, parzsrepel •� CMU WALL, RE: PLAN EMBED kerion PERMITWM"Tu FOR REINF. 2 OhUo GWNERR CMU BELOW PRECAST 11 SECTION EMBED @4'-0' O.c. PRECAST MANUF. TO DESIGN EMBED FOR 3 KIPS ULTIMATESHEARLOAD AND.5 KIPS ULTIMATE TENSION LOAD 12 SECTION 314'=1'47 O.C. VARIES PRECAST WALL SPLICE LOCATION, BY OTHERS. WELD R 8 GROUT SLEEVE BY OTHERS I• al • EMBED R's & FIELD CONNECTION BY OTHERS CONC. TOPPING, RE: PLAN FOR REINF. VARIES PRECAST DEC. TEE BRG, PAD BY OTHERS CORBEL OFFSET TEES BEARING ON LIGHT WALL 4 SECTION 314•=1'-0' CONCTOPPING, RE: PLAN FOR REINF EMBED R's & FIELD CONNECTION BY OTHERS lX'CLR, TYP, PRECAST DBL. TEE BRG. PAD BY OTHERS CORBEL P a' PRECAST WALL TEE BEARING ON LOW WALL 9 SECTION 314'=1'-0' RE: PLAN FOR CHORD REINF SCHEDULE CONIC. TOPPING, RE: PLAN FOR REINF. EMBED R's & FIELD CONNECTION BY OTHERS CONC. TOPPING, RE: PLAN FOR REINF. %'CLR, T�Y�PIi T.O.C. VARIES PRECAST WALL PRECAST DBL. TEE BRG. PAD BY OTHERS NOTE: STAIRASSEMBLY NOT SHOWN CORBEL FOR CIARITV C SECTION 31V=1'-0' PRECAST BEAM e TEE BEARING ON ITB 5 SECTION N4"=1'-0' 114 CONT. EA, SIDE, U.N.O. IN PLAN #4 x 3'-0" t PRECAST BEAM WIDTH @ 16' o.c. MAX. CENTERED OVER PRECAST BEAM EMBED R8 & FIELD CONNECTION BY OTHERS T.O.C. VARIES PRECAST DEC. TEE BRG. PAD BY OTHERS PRECAST BEAM RE: RUN FOR CHORD REINF SCHEDULE EMBED IL's & FIELD CONNECTION BY OTHERS CONIC. TOPPING, RE: PLAN FOR REINF. 1J2"CLR, TYP T.O.C. VARIE PRECAST DBL. TEE BRIG. PAD BY OTHERS TEE BEARING ON "DI BEAM 10 SECTION Y4'=1'-0" i z z ED D0 V a E rc rc a 0 0 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, CULURAO0Mom .v,.,,.Emn.n..�, JANCHOR ENGINEERING s.suc.usaL Ex al EERs 2533 Dt6tDenre, 30211 03 3 4797 F,,30d 830 9133 3 V1 FM Z [O] W rT, ,.WW/ 1rTlJ, W W 0 MCJ W w :� 38160 s: �•, parzsrepel •� No. Date haus kerion PERMITWM"Tu 1 1YNMV 1110MI1101117A. 1NWNER REV 2 OhUo GWNERR Project Engineer SJ13 Reviewing Engineer RMS Date 07/25/2019 job Number 190595 Drawn By EG/LD Checked By RMS Title GARAGE PRECAST SECTIONS Sheet Number SG2-1.0 i z z ED D0 V a E rc rc a 0 0 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 nmw.FeP1®n.m NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2410 KGOKID010GROUP.001111 FEMM Z W M O 00 U l^ /WU VN/ L/ LLU L �9 Z LLL (I/ r L.1_ �f W^Q �w. / /� LL T U) W W N H O w U 2 � LU .Q�PN CLICf��f o y� 2� S t. Fff�ONAL E�6�� 03.25.2021 No. Dale Issue f&2D.10 MRTN CIII 5 RC iNtl DJV R FC Dagne DMB % 07/25/2019 JONI 218094 Down By CP CNcMd By DS TEO MECHANICAL LEGEND & ABBREVIATIONS Steel Number MO-Oa0 ICAL LEGEND (NOT ALL SYMBOLSMECHANBEING DRAWINGS) ABBREVIATIONS: ABBREVIATIONS: HVAC DUCTWORK AND ACCESSORIES PIPING MECHANICAL FITTINGS ADJ ADJUSTABLE MA MAKE-UP AIR DEVICE ABBREVIATION DESCRIPTION SYMBOL DESCRIPTION AFF ABOVE FINISHED FLOOR SYMBOL ABBR DESCRIPTION AHU AIR HANDLING UNIT MAT AI TEMPERATURE MIXED AIR TEMPERATURE (E) EXISTING PIPING MAT MIXEDAKE pgESSUgFJ AL ALUMINUMPRESS MAX MAXIMUM EXISTING PIPING y p&F TEMPERATURE APD AIRPRESSUREDROP MBH ONE BTU PER TR - MVO MANUAL VOLUME TO BE REMOVED FORT TAPS ARCH ARCHITECT MC TOR MINIMUMCIRCIT DAMPER --- CW DOMESTIC COLD WATER AVG AVERAGE B BED BACKDRAFT DAMPER AUX AUXILIARY AMP AMP MCA MOTOR --- HW DOMESTIC HOT WATER - ~ U UNION MCC CONTROL MOTOR CO F FO FIRE CAMPER BED BACKDRAFT DAMPER DAMPERNTER MD MOTORIZED DAMPER —G— G NATURAL GAS n BHP BRAKE HORSE POWER MECH MECHANICAL FS FED FI RE/SMOKE DAMPER III T THERMOMETER —D— D INDIRECT EQUIP. DRAIN BOD BOTTOM OF (AFF), MFR MANUFACTURER W?HERMDWELL M MD MOTORIZED DAMPER BASIS OF DESIGNESIGN MIN MINIMUM —A— A COMPRESSED AIR BS BIRD SCREEN MOCP MAX. OVER CURRENT PROTECTION S BD SMOKE DAMPER 2•HWS— PIPE SIZE/PIPE TYPE AV AIR VENT BTU BRITISH THERMAL UNIT MTD MOUNTED NEW DUCTWORK CA COMBUSTION AIR (N) NEW ARROW INDICATES I FLEXIBLE PIPE IUP CC COOLINGNDSATE INC NOISE, CRITERIA. A, RISE IN DIRECTION y DIRECTION OF FLOW r FC CONNECTOR CD CUBIC NOT + OF AIRFLOW NOTE: ER CFM FEET PER MINUTEIN CUBICFEETMINUTE NIC INCONTRACT NOT CT 1�Y FB FLOW SWITCH pry WATER CHR CHILLED WATER RETURN NO NORMALLY OPEN DROPAI INDIRECTION IS LEAVING THE HEAT CHS CHILLED WATER SUPPLY NO. NUMBER ` OF AIRFLOW ETHE XCHANGE EQUIPMENT. EX EXCHANGE EQUIPMENT. EX � PS PRESSURE SWITCH CI CAST IRON NTS NOT TO SCALE CWS-PIPELEAVINGEVAPORATOROF CHILLER CIRC CL GENTEATING CENTERLINE OSD OBD OPPOSEAIR OPPOSED BLADE DAMPER CONICAL TAP DIFFUSER TYPE -CWS -PIPE LEAVING COOLING TOWER -HWS - PIPELEAVINGBOILER PG PRESSURE GAUGE W/GAUGE OLG CEILING OC ON CENTER COCK SIZE A CO CLEANOUT OD OUTSIDE DIAMATER (QTY) /L COL COLUMN OPG OPENING MISCELLANEOUS 0 ELBOW UP COMB COMBINATION SUPPLY DIFFUSER COMP COMPRESSOR ED EDPREFILTER PRESSURE DROP ROUND DUCT DOWN SYMBOL DESCRIPTION ELBOW DOWN CONE CONCENTRIC pH PHASE SUPPLY SLOT CONN CONDENSER CONDENSATE DIFFUSER TEE UP POC POINTOFOONNECTION SECTION NO. CONN CONNECTION PPM PARTS PER MILLION LOW PRESS TEE DOWN COM CONTINUOUS, CONTINUATION SECTION VIEW .. PRESS PRESSURE FLEX DUCT F COP COER OF PERFORMANCE M SHEET NO. CRAC COMPUTER ROOM A/C UNIT PRV PRESSURE REDUCING VALVE CONING PIPE CAP OR PSE POUNDS PER SQUARE FOOT W/ VD FITTING W/ MVD PWG CT COOLING TOWER PSI POUNDS PER SQUARE INCH OTR CENTER PSIG SQUARE INCH, GAUGE EXISTINGDIFFUSERDETAIL F DESIGNATION �� IV ISOLATION VALVE, CU CONDENSING UNIT M1 RE:SPECS PWL SOUND POWER LEVEL EXISTING CW CWS COLD WATER CONDENSER WATER RETURN QTY QEAMITY DUCTWORK TO BE REMOVED ISI ISI--� '—' SHEET KEY NOTES OSSY OUTSIDE STEM AND YOKE CWS CONDENSER WATER SUPPLY (R) REMOVE, RELOCATE � CV CONSTANT VOLUME RA RETURN/RELIEF AIR EXISTING DUCTWORK POINT OF CONNECTION �� DV VIA RAT REFERENCE TEMPERATURE HDRAIN OSESVALVE DCON ROBE END CONN. DB DRY BULB RE REFERENCE, REFER �` POINT OF DISCONNECTION DOC DIA DIRECT DIGITAL CONTROL DIAMETER RECIRC RECIRCULATE � BALL VALVEEC READ REQUIRED TYPE BASEBOARD CALL OUT HOSE CONNECTION DIA DIAMETER REV REVISE, REVISION POINT OF CONN. ENGT CHECK VALVE WITH DIM DIMENSION RH RELATIVE HUMIDITY (CONN. NEW TO EXTERIOR WALL LOUVER CV INDICATION OF FLOW ON DOWN RU RUNNING LOAD AMPS EXISTING) (UNDER ARCH SECTION) DIRECTION DR DWG DRAIN DRAWING RM ROOM RECTANGULAR BRANCH TAPpRV PRESSURE RPM REVOLUTIONS PER MINUTE ® SUPPLY DIFFUSER REDUCING VALVE DX DIRECT EXPANSION SINGLE LINE DUCTWORK RTU ROOFTOP UNIT (E) EXISTING SA SUPPLY AIR TAKEOFF z RETURN GRILLE SV SOLENOID VALVE EA EACH, EXHAUST AIR SECT SECTION TRANSITION CAP EAT ENTERING AIR TEMPERATURE SENS SENSIBLE EXHAUST GRILLE EC ELECTRICAL CONTRACTOR FC AUTO FLOW CONTROL ECC ECCENTRIC SF SQUARE FEET TRANSITION -RECTI. CEILING ACCESS PANEL FCV VALVE W/TEST BHT SHEET TO SECT OR BOUND ® EDB ENTERING DRY BULB PORTS SIM SIMILAR TO ROUND EER EEF ENERGY EFFICIENCY RATIO EFFICIENCY SPEC SPECIFICATION HUMIDIFIER Q CS.BV CIRCUIT SETTER OR SO SQUARE BALANCING VALVE EJ EXPANSION JOINT 20X16 EL ELEVATION BS STAINLESS STEEL FUMBLE DUCT CONN. E%I l ~I~ BEV BUTTERFLY BTD STANDARD VALVE ELEC ELECTRICAL L ELEV ELEVATOR TOD TOP OF DUCT (AFF) TRANSITION-RECT. DISCHARGE AIR FLOW TO ROUND � BV BALL VALVE EMRG EMERGENCY TOP TOP OF PIPE (AFF) D ROUND OCT SYMBOL ENDS ENGINEER TSP TOTAL STATIC PRESSURE AUTOMATIC ENT ENTERING WE TYPICAL DUCT DIMENSIONS ID (WIDTH X HEIGHT) �`� INTAKE AIR FLOW TOY TEMP. CONTROL SYMBOL VALVE, 2 -WAY ESP EXTERNAL STATIC PRESSURE TURNING VANES ET EXPANSION TANK WE UNDERFLOOR EQUIPMENT DESIGNATIONS ETR EXISTING TO REMAIN U5 UNDERSLAB TON TEMP.AUTOMATICCONTROL VALVE,SWAY EVAP EVAPORATOR UC UG UNDERCUT UNLESS SUPPLY OR OUTSIDE AIR DN F POWEREDEQUIPMENTIPMENT VALVE, 3WAV EWB ENTERING WET BULB UNO NOTED UNLESS NOTED OTHERWISE 1 DESIGNATION BV BALANCING VALVE EV? ENTERING WATER TEMPERATURE EXT EXTERNAL V VENT, VOLT SUPPLY OR OUTSIDE AIR U TPR TEMPERATURE/ PRESSURE EXTG EXISTING VAV VARIABLE AIR VOLUME NON -POWERED EQUIPMENT VEL VELOCITY 1 DESIGNATION RELIEF VALVE (F) FUTURE VERT VERTICAL RETURN OR RELIEF AIR ON VALVEINRISER F.A. FIBERGLASS VFD VARIABLE FREQUENCY DRIVE FF FINAL FILTER FCU EM INDICATES TYPE OFSEQUEN BLOWORWI FLA FULL LOAD AMPS VSD VARIABLE SPEED DRIVE RETURN OR RELIEF AW U 1-01 INDICATEBSEQUENTIAL IAl- STIR BLOW OFF 8 CAPPED HOSE - FLEX FLEXIBLE W WATT, WIDTH UNIT NUMBER FLA FLOOR WI WITHE%HAUST INDICATES LEVEL END CONNECTION AIR DN FPI FINS PER INCH W WITHOUT FPM FEET MINUTE WBE WET BULB FS FLOW SWITCH SWI WTD WATER PRESSURE DROP FT FEET, FOOT WT WEIGHT EXHAUST AIq UP FT WC FEET WATER COLUMN PUT FUTURE G NATURAL GAS GA GAUGE GAL GALLON CONTROLS INSTRUMENTATION LEGEND GAL GALVONIZED GC GPH GENERAL CONTRACTOR GALLONS PER HOUR EXIST. THERMOSTAT GPM GALLONS PER MINUTE NEW THERMOSTAT T(E) HC HEATING COIL HD HEAD O TEMPERATURE SENSOR (BMS) HX HEAT EXCHANGER HORIZ HORIZONTAL @S CARBON DIOXIDE HE HORSEPOWER SENSOR HKP HTG HOUSEKEEPING PAD HEATING CARBON MONOXIDE ®SENSOR HTR HEATER HUMIDISTAT HWR HEATING WATER RETURN ® HWS HEATING WATER SUPPLY HUMIDITY SENSOR H O HZ HERTZ PRESSURE SENSOR CO INSIDE DIAMETER ® IH INFRARED HEATER IN IN WC INCH INCH WATER COLUMN ® SWITCH INT INTERNAL, INTERIOR ® VARIABLE FREQUENCY NEC KITCHEN EQUIPMENT CONTRACTORDRIVE /// LAT LEAVING AIR TEMPERATURE VFD LBSMR POUNDS PER HOUR LF LINEAR FEET LPA LOCKED ROTOR AMPS LVG LEAVING LVL LEVEL LWB LEAVING WET BULB LWT LEAVING WATER TEMPERATURE 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 nmw.FeP1®n.m NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2410 KGOKID010GROUP.001111 FEMM Z W M O 00 U l^ /WU VN/ L/ LLU L �9 Z LLL (I/ r L.1_ �f W^Q �w. / /� LL T U) W W N H O w U 2 � LU .Q�PN CLICf��f o y� 2� S t. Fff�ONAL E�6�� 03.25.2021 No. Dale Issue f&2D.10 MRTN CIII 5 RC iNtl DJV R FC Dagne DMB % 07/25/2019 JONI 218094 Down By CP CNcMd By DS TEO MECHANICAL LEGEND & ABBREVIATIONS Steel Number MO-Oa0 DUCT SADDLE NOTE: 1. SUPPORT AT TM. n FLEXIBLE DUCT SUPPORT NO SCALE P DRYER EXHAUST UP THRU TOP PLATE. SEAL OPENING USING FIRE CAULK AROUND BOTTOM AND TOP OF PENETRATION PER B070M AND TOP OF TION NONRATED INTERIOR \ , MANUFACTURERS [RECOMMENDATIONS. IONS. PARTRION WALL_ DRYER BOXY I I I I I ti I Y—TOP PLATE OF WALL n EXHAUST DUCT AND DRYER WALL BOX DETAIL NO SCALE NOTES: 1. PROVIDE ACCESS PANEL FOR FCU. 2. PROVIDE DUCT ACCESS PANEL TO REACH BRANCH DUCT FIREDAMPER. n TYP. UNIT FAN COIL UNIT DETAIL NO SCALE DUCT PROVIDE MIN. AIR MAINTENANCEACOE MFR DIRECTIONS: TYPI SIDES& TOP TIGHT AGAINST DUCT AND SUPPORT MEMBERS INSULATED SHEET (TYP) METAL DUCT 'A HELL -MOUTH SPIN -IN FITTING BALANCE DAMPER WITH T j— HANGER STRAPS LOCKING QUADRANT ROUNDRIGIDDUCT ------------ WRAP ALL RIGID DUCTNWIFOIL FACED 1-112" FIBERGLASS NO POP RIETS ALLOWED DUCT WRAP FLEX DUCT/SPIN-IN FITTING DETAIL NO SCALE n LEVEL 4 GENERAL DUCT TERMINATION n AIR-COOLED CONDENSING UNIT NO SCALE METALFASTENERS SECTION OF LINER SHALL OVERLAP THE SIDES LINER NOT MORE THAN 2"FROM EDGE ENDS LINER LINER BE OF LINER TO ADHERED TO E ADHESIVE. OF ADHESHA ENDSUT DUCTWITH LIN ERSHALLBEBUTTED LOTS ADHESIVE FIRMLYTOGETHER AND TAPED OVER. n DUCT LINER DETAIL NO SCALE DETAIL NOTES: 1� CONDENSING UNIT 2� COMPRESSOR ACCESS ❑3 REFRIGERANT GAUGE CONNECTIONS. ® BACK -SEATED REFRIGERANT VALVE. F5 SIGHT GLASS WITH MOISTURE INDICATOR. © SUCTION LINE WITH INSULATION. ❑7 ROOFCAPANDCURB. © CONDUR POWERANDCONTROL 79 REFRIGERANT LIQUID LINE 10 r FULL PERIMETER ROOF CURB WITH SHEET METAL CAP. 11 CONDENSER COIL 12 FAN GUARD. 13 VIBRATION ISOLATORS. 14 FLASH PENETRATION WATER TIGHT SEE DETAIL. NOTES: 1. REFRIGERANT LIQUID LINE &SUCTION UNE TO BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE OIL TRAPS AT RS LOW POINTS ANDIOR PITCH HORIZONTAL PIPING FOR PROPER OIL RETURN. NOTES: 1. DUCTS PENETRATING THE RATED ASSEMBLY MUST BE MINIMUM 26 GA SHEETMETAL AND SHALL NOT EXCEED 4' DIAMETER. n EXHAUST FAN DETAIL NO SCALE 9- INLET AIRFLOW PLAN ROUND SECTION SID WALL REGISTERIGRILLE INSTALLATION NO SCALE MIN. T BOOT SURFACE MOUNT FRAME p�SEE SCHEDULE FOR TYPE o OF REGISTER/GRILLE T CEILING NOTES: 1. ACOUSTICALTILE CEILING SHOWN. GYP. BOARD CEILING SIMILAR. Y DIFFUSER TOP CONNECTION NO SCALE SIDES) DO NOTATTACH �"� / [-INSULATION WHERE Tn Weii hIXJCJC� 1 NOTED OPERATOR/ACTUATOR 24V OR 120V TAXIWAY OPERATING JACK SHAFT FUSIBLE LINK WITH LOCK- 1- MIN OCK 1"MIN CLEARANCE COMBINATION FIRE SMOKE DAMPER DETAIL NO SCALE SUPPLY DUCT ASSEMBLY BRACING, INSTALL PER MANUFACTURER'S RECOMMENDATIONS NOTES �SUPFLYGRILLE O1 REFER TO RADIATION DAMPER MANUFACTURER'S INSTALLATION DETAILS. CONFORM TO MOST STRINGENT REQUIREMENT IF THIS DETAIL CONFLICTS WITH UL LISTING INSTALLATION INSTRUCTIONS. SLIPPY GRILLE WITH RADIATION DAMPER DETAIL NO SCALE 111 �� ■ KEPHART community • planning a amnitecture 2565 WALNUT STREET DENVER, COLORADO 00205 NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2410 KGDKLOKGROUP.COM UI FEMM Z W 5 M O 00 U cf) LU \` J]f V LU 9 z(If w/ I Qw U) w W N U) O w U 2 � LU .Q� C ,INLICf��f o yq i; Fff�ONAL E�6�� 03.25.2021 No. Dale Issue f&A.20 MTDP1 5 � roles ime DJV ProFC pesgne DMB loolooloo% 07/25/2019 loolooloo 218094 CP ClreGa6 By DS loolooloo TBe MECHANICAL DETAILS Steel Number MO -0e1 m An I FAN COIL SCHEDULE (HEAT PUMP/ELECTRIC) - CORRIDORS MANUFACTURER/ CFM KW DUCT EATDB LATDB ELECTRICAL REMARKS FAN COIL SCHEDULE (HEAT PUMP/ELECTRIC) - AMENITY SPACES DX COIL HEATING ELECTRIC COIL ELECTRICAL (FCU) EDH-2 ELECTRICAL(FCU) CONDENSING UNIT 10"X10" 1 4 CONDENSING UNIT 60A/3P 40A FRS -R (3#8, 1#10G) 3/4"C CODE CODE MANUFACTURER/ ESP FAN EAT (-F) LAT (-F) CLG CAP HTG CAP EAT DX COIL 240V RATED OUTPUT QMARK LFK204F ELECTRIC COIL 100 1.5 4. GENERALNOTES: 1. PROVIDE DUCT MOUNTED THERMOSTAT SET TO LAT SHOWN IN SCHEDULE ABOVE. 2. PROVIDE WITH AIRFLOW PROVING SWITCH AND SINGLE STAGE CONTROL. 3. PROVIDE DEAD FRONT DISCONNECT SWITCH. 4. PROVIDE ETL LISTED DUCT HEATERS. CODE ELECTRICAL (FCU) CLG CAP HTG CAP ELECTRICAL CONDENSING UNIT MODEL NO. AREA SERVED CFM (IN.) OSA DS WB (-F) MBH MBH (°F) CODE MANUFACTURER/ MODEL NO. AREA SERVED CFM ESP (IN.) MIN OSA EAT ('F) DB W LAT ('F) ('F) CLG CAP MBH HTG CAP EAT MBH ('F) LAT ('F) 240V RATED KW DEMAND KW HP VOLT PH MCA DISCON.jj ER ODE (CU) MANUFACTURER/ MODEL NO. CLG CAP MBH HTG CAP MBH VOLT PH MCA ELECTRICAL FUSE DISCON. FEEDER MIN. SEER REMARKS (2#12,1912G)3/4"C C,F EF -D GREENHECK CSP -A390 INLINE 350 0.3 DIRECT 120 1 N14 FCU -A FIRST C019HX(8)-C CORRIDOR 630 1 0.3 130 1 78 60 52 1 1818 53 85 8 5.2 1/8 1 208 1 1 38 1 60A/3P (3#8,1#10G)1"C 40 FRS -R CU -A I TRANE 4TWR4018G1 1 16.8 1 15.1 208 1 1 1 12 120A FRS -R 1 30A/3P FCU -1 FIRST CO 19HX(8)-C 106, 10B 630 .3 185 80 50 18 18 47 85 8 6.3 1/8 208 1 38 60A/3P G)3/4"C 14 CU -1 TRANE 4TWR4018G1 16.8 15.1 208 1 12 20 FRN -R 30A/3P (3#12,#12G)3/4"C I INLINE 14 A 0.05 FCU -2 FIRST CO 37HX 10 -C 103, 104, 105 1200 .3 130 75 50 36 36 60 85 10 7.8 1/3 208 1 49 6OA/3PG) 1"C 3. CU -2 TRANE 4TWR4036G1 33.8 34 208 1 19 20 FRN -R 30A/3P 3#12, #12G 3/4"C 14 AFCU-3 FIRST CO25CLX 101,102 730 .3 110 76 60 50 24 24 57 85 8 5.3 1/3 208 1 40 60A/3PG 1"C R AFRN-RCU CU -3 TRANE4TWR5024H1 24.2 20.8 208 1 14 20 FRN -R 30A/3P 3#12, #12G 3/4"C 15 CFCUd FIRST CO26HX 8-C 121 730 .3 130 77 50 24 24 55 85 8 5.7 1/4 208 1 39 60A/3P 314"C R CUA TRANE 4TWR5024H1 24.2 21 208 1 14 20 FRN -R 30A/3P 3#12,#12G 3/4"C 15 A50FCU-6 1. FCU SHALL BE PROVIDED WITH INTEGRAL DISCONNECT BY MANUFACTURER 1. FAN TO BE CONTROLLED BY WALL MOUNTED THERMOSTAT SET TO 8OF (ADJUSTABLE). FIRST CO 19HX 8-C 111,112,114 630 .3 150 79 60 50 18 18 51 85 8 5.6 1/8 208 1 38 6OA13P 3/4"C R CU6 TRANE 4TWR4018GI 16.8 15.1 208 1 12 20 FRN -R 3OA/3P 3#12,#12G 3/4"C 14 AFCU-7 FIRST CO 32H W -C 116 960 .3 270 80 60 50 30 30 56 85 10 7.3 1/4 208 1 48 6OA13PG 1"C R CU -7 TRANE4TWR5030H1 28 27.8 208 1 17 20 FRN -R 30A/3P 3#12,#12G 314"C 15 ASoFCU-9 FIRSTC019HX 8-C 003, 0038 fi30 .3 120 77 60 50 18 18 54 85 8 5.1 1/8 208 1 38 60A/3P 3/4"C R CU -9 TRANE 4TWR4018G1 Ifi.B 15.1 208 1 12 20 FRN -R 30A/3P 3#12, #12G 3/4"C 14 A FCU -10 FIRST CO 37HX 10 -C 410, 410c 1200 .3 400 81 60 50 36 3fi 62 85 10 7.2 1/3 208 1 49 60A/3P 3fi4, #8G 1-1/4"C fi0A FRN -R CU -10 TRANE 4TNR4036G1 33.8 34 208 1 19 20 FRN -R 30A/3P 3#12, #12G 3/4"C 15 A FCU-12 FIRST C019HX 8-C 115 fi30 .3 270 Im 5L 50 18 18 56 85 8 4.8 1/8 208 1 1 38 1 6OA13P 3#8,#10G 314"C 40AFRN-R CU -12 I TRANE 4TWR4018GI 16.8 1 15.1 1 208 1 1 1 12 120 FRN -R I 30A/3P 3#12,#12G 3/4"C 1 14 1 A GENERALNOTES: 1. JOB SITE ELEVATION=5400 FT. 2. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MG1-2003, TABLES 12-12 AND 12-13. 3. PROVIDE ENCLOSURE WITH DUCTED SUPPLY AND RETURN CONNECTIONS AND FACTORY ACCESS PANEL. 4. INTERLOCK OUTSIDE AIR MOTORIZED DAMPER WITH FCU OPERATION. 5. PROVIDE CONDENSATE OVERFLOW SWITCH CONFORMING TO UL 508. INSTALL PER IMC SECTION 307.2.3.4 REQUIREMENTS. REMARKS: A. PROVIDE HEAT PUMP KIT. B. PROVIDE RIGHT HAND UNIT. C. PROVIDE LEFT HAND UNIT. .. An I FAN COIL SCHEDULE (HEAT PUMP/ELECTRIC) - CORRIDORS MANUFACTURER/ CFM KW DUCT EATDB LATDB ELECTRICAL REMARKS EDH-1 GREENHECK IDHC FAN DX COIL HEATING ELECTRIC COIL ELECTRICAL (FCU) EDH-2 ELECTRICAL(FCU) CONDENSING UNIT 10"X10" 1 4 CONDENSING UNIT 60A/3P 40A FRS -R (3#8, 1#10G) 3/4"C CODE CODE MANUFACTURER/ ESP ESP MIN EAT (-F) LAT (-F) CLG CAP HTG CAP EAT LAT 240V RATED OUTPUT QMARK LFK204F WALL RECESS 100 1.5 4. GENERALNOTES: 1. PROVIDE DUCT MOUNTED THERMOSTAT SET TO LAT SHOWN IN SCHEDULE ABOVE. 2. PROVIDE WITH AIRFLOW PROVING SWITCH AND SINGLE STAGE CONTROL. 3. PROVIDE DEAD FRONT DISCONNECT SWITCH. 4. PROVIDE ETL LISTED DUCT HEATERS. CODE CODE MANUFACTURER/ CLG CAP HTG CAP ELECTRICAL MIN. MODEL NO. AREA SERVED CFM (IN.) OSA DS WB (-F) MBH MBH (°F) (-F) KW KW HP VOLT PH MCA DISCON. FEEDER FUSE (CU) MODEL NO. MBH MBH VOLT PH MCA FUSEDISCON. FEEDER SEER REMARKS DISCON. FEEDER REMARKS INTEGRAL (21112,11 111 EF -C GREENHECK SQ -90 -VG INLINE 525 0.3 DIRECT O(DHW) 120 1 3 INTEGRAL (2#12,1912G)3/4"C C,F EF -D GREENHECK CSP -A390 INLINE 350 0.3 DIRECT 120 1 N14 FCU -A FIRST C019HX(8)-C CORRIDOR 630 1 0.3 130 1 78 60 52 1 1818 53 85 8 5.2 1/8 1 208 1 1 38 1 60A/3P (3#8,1#10G)1"C 40 FRS -R CU -A I TRANE 4TWR4018G1 1 16.8 1 15.1 208 1 1 1 12 120A FRS -R 1 30A/3P 1(3912,1#12G) 3/4-C 14 A FIRST CO 25 CDXQ SEEPLANS 700 0.25 72 24 70 22.2/5 DIRECT 7.50 120 1 5 INTEGRAL (2#12,1#12G)3/4"C FCU -B TRANE 4TTR4024 24 208 1 14 20A FRS -R 3OA13P (3#12,1#12G)3/4"C 1 GENERALNOTES: TF -1 GREENHECK SQ -80-G I INLINE 300 0.1 DIRECT 0.05 120 1 1. JOB SITE ELEVATI0N=5400 FT. (2#12,101 I TF -2 GREENHECK SQ -80-G INLINE 300 0.1 2. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MGI -2003, TABLES 12-12 AND 12-13. 120 1 1I GENERAL NOTES: 1 (21112,101 1 3. PROVIDE ENCLOSURE WITH DUCTED SUPPLY AND RETURN CONNECTIONS AND FACTORY ACCESS PANEL. 1. DOMESTIC HOT WATER: EAT= 141 4. INTERLOCK OUTSIDE AIR MOTORIZED DAMPER WITH FCU OPERATION. GENERAL NOTES: 2. JOB SITE ELEVATION =5400 FT. 1. SCHEDULED FAN VALUES (CFM, SP AND HP) ARE ACTUAL AT ALTITUDE OF 5400'. S. PROVIDE CONDENSATE OVERFLOW SWITCH CONFORMING TO UL 508. INSTALL PER IMC SECTION 307.2.3.4 REQUIREMENTS. 2. INSTALL FAN PER MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MGI -2003, TABLES 12-12 AND 12-13. 3. PROVIDE FACTORY SACKDRAFT DAMPER. REMARKS: REMARKS: 4. PROVIDE FACTORY DOMESTIC HOT WATER CIRCULATING PUMP, CHECK VALVE, AND AIR PURGE VALVE. A. PROVIDE HEAT PUMP KIT. DWELLING UNIT VENTILATION CALCULATIONS AND AT 100 CFM WHEN WALL SWITCH IS ON. An I DUCT HEATER SCHEDULE FAN COIL SCHEDULE (DX/HYDRONIC) CODE (ECUH) MANUFACTURER/ MODEL NO. MANUFACTURER/ CFM KW DUCT EATDB LATDB ELECTRICAL REMARKS EDH-1 GREENHECK IDHC FAN COOLING COIL (DX) HEATING 1 30AQP I 15A FRS -R 1 ELECTRICAL (FCU) EDH-2 GREENHECK IDHC CONDENSING UNIT 10"X10" 1 4 53.4 400 6.0 2081 60A/3P 40A FRS -R (3#8, 1#10G) 3/4"C CODE MANUFACTURER/ FCU-120SA ESP EAT IT) CAPACITY EAT (4#12,1#12G)3/4"C HP B QMARK LFK204F WALL RECESS 100 1.5 4. GENERALNOTES: 1. PROVIDE DUCT MOUNTED THERMOSTAT SET TO LAT SHOWN IN SCHEDULE ABOVE. 2. PROVIDE WITH AIRFLOW PROVING SWITCH AND SINGLE STAGE CONTROL. 3. PROVIDE DEAD FRONT DISCONNECT SWITCH. 4. PROVIDE ETL LISTED DUCT HEATERS. CODE MANUFACTURER/ CAPACITY ELECTRICAL MODEL NO. AREA SERVED CFM (IN.) DS MBH (°F) MBHP DIRECT VOLT PH MCA DISCON. FEEDER (CU) MODEL NO. MBH VOLT PH MCA FUSE DISCON. FEEDER REMARKS INTEGRAL (21112,11 111 EF -C GREENHECK SQ -90 -VG INLINE 525 0.3 DIRECT O(DHW) 120 1 3 INTEGRAL (2#12,1912G)3/4"C C,F EF -D GREENHECK CSP -A390 INLINE 350 0.3 DIRECT 120 1 N14 A FIRST CO 19 CDXQ SEE PLANS 600 0.25 72 18 70 18/5 120 1 4 INTEGRAL (2#12,1#12G)3/4"C FCU -A TRANE 4TTR3018 18 208 1 12 20A FRS -R 3OA13P (3#12,1#12G)3/4"C 1 B FIRST CO 25 CDXQ SEEPLANS 700 0.25 72 24 70 22.2/5 DIRECT 7.50 120 1 5 INTEGRAL (2#12,1#12G)3/4"C FCU -B TRANE 4TTR4024 24 208 1 14 20A FRS -R 3OA13P (3#12,1#12G)3/4"C 1 TF -1 GREENHECK SQ -80-G I INLINE 300 0.1 DIRECT 0.05 120 1 1 $TO (2#12,101 I TF -2 GREENHECK SQ -80-G INLINE 300 0.1 DIRECT 0.05 120 1 1I GENERAL NOTES: 1 (21112,101 1 1. DOMESTIC HOT WATER: EAT= 141 GENERAL NOTES: 2. JOB SITE ELEVATION =5400 FT. 1. SCHEDULED FAN VALUES (CFM, SP AND HP) ARE ACTUAL AT ALTITUDE OF 5400'. 2. INSTALL FAN PER MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MGI -2003, TABLES 12-12 AND 12-13. 3. PROVIDE FACTORY SACKDRAFT DAMPER. REMARKS: 4. PROVIDE FACTORY DOMESTIC HOT WATER CIRCULATING PUMP, CHECK VALVE, AND AIR PURGE VALVE. A. PROVIDE MULTISPEED ACCESSORY. FAN SHALL OPERATE CONTINUOUSLY ATAIR FLOW LISTED ON DWELLING UNIT VENTILATION CALCULATIONS AND AT 100 CFM WHEN WALL SWITCH IS ON. 5. PROVIDE STANDARD FACTORY ACCESS PANEL. B. CONTROL VIA LIGHT SWITCH. C. INTERLOCK FAN OPERATION WITH THE FCU THAT IS FEEDING THE SPACE 6. PROVIDE PUMP TIMER (#941-2) TO RUN PUMP 60 SECONDS EVERY 6 HOURS (ADJ.). D. FAN SHALL BE ENERGY STAR CERTIFIED. E. PROVIDE CEILING RADIATION DAMPER WHERE NOTED ON PLANS. 7. PROVIDE CONDENSATE OVERFLOW SWITCH CONFORMING TO UL 508. INSTALL PER IMC SECTION 307.2.3.4 REQUIREMENTS. F. EXHAUST FAN SHALL BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS BY MANUFACTURER G. FAN TO RUN CONTINUOUSLY. REMARK NOTES: H. PROVIDE ARMSTRONG AMC-1AD CONTROLLER WITH VFD OUTPUT. FAN SHALL ENERGIZE AND MODULATE TO MAXIMUM WHEN CO IS ABOVE 25PPM OR NO2 IS ABOVE 1PPM. SEE FLOOR PLANS FOR SENSOR LOCATIONS. 1. FCU SHALL BE PROVIDED WITH INTEGRAL DISCONNECT BY MANUFACTURER 1. FAN TO BE CONTROLLED BY WALL MOUNTED THERMOSTAT SET TO 8OF (ADJUSTABLE). DUCT HEATER SCHEDULE (ELECTRIC) CODE (ECUH) MANUFACTURER/ MODEL NO. MANUFACTURER/ CFM KW DUCT EATDB LATDB ELECTRICAL REMARKS EDH-1 GREENHECK IDHC FCU -7 OSA 10"X10" 4 24.4 270 2.0 208 1 30AQP I 15A FRS -R 1 11#12G)3/4"C EDH-2 GREENHECK IDHC FCU-100SA 10"X10" 1 4 53.4 400 6.0 2081 60A/3P 40A FRS -R (3#8, 1#10G) 3/4"C EDH-3 GREENHECK IDHC FCU-120SA 10"X10" -4 24.4 270 2.0 208 1 30A/3P 1SAFRS-R (3#12,141 EE (4#12,1#12G)3/4"C HP B QMARK LFK204F WALL RECESS 100 1.5 4. GENERALNOTES: 1. PROVIDE DUCT MOUNTED THERMOSTAT SET TO LAT SHOWN IN SCHEDULE ABOVE. 2. PROVIDE WITH AIRFLOW PROVING SWITCH AND SINGLE STAGE CONTROL. 3. PROVIDE DEAD FRONT DISCONNECT SWITCH. 4. PROVIDE ETL LISTED DUCT HEATERS. $ TO CABINET UNIT HEATER SCHEDULE (ELECTRIC) CODE (ECUH) MANUFACTURER/ MODEL NO. MOUNTING CONFIGURATION CFM KW ELECTRICAL REMARKS FLA I VOLT PH DISC FUSE FEEDER CODE MANUFACTURER/ A QMARK LFK488F WALL SURFACE 100 4.8 135:3#208 3 30A13P 20A FRN -R (4#12,1#12G)3/4"C HP B QMARK LFK204F WALL RECESS 100 1.5 4. 1 $ TO (3#12, 1#12G) 3/4"C EF -A GREENHECKSP-B110 GENERALNOTES: 1. PROVIDE UNIT MOUNTED THERMOSTAT. 2. PROJECT ELEVATION = 5400'. 3. PROVIDE ACCESSORIES NEEDED FOR SPECIFIED MOUNTING CONFIGURATION. REMARK NOTES: 100 0.1 FAN SCHEDULE ESP ELECTRICAL CODE MANUFACTURER/ W.C.' MODEL NO. TYPE CFM (ALT.) DRIVE HP VOLT PH FLA DISC. FUSE. FEEDER REMARKS EF -A GREENHECKSP-B110 CEILING MOUNT 100 0.1 DIRECT 120 1 1.1 INTEGRAL (21112,11 A,D,E,F EF -S GREENHECKSP-B110 CEILING MOUNT 100 0.1 DIRECT 120 1 1.1 INTEGRAL (21112,11 111 EF -C GREENHECK SQ -90 -VG INLINE 525 0.3 DIRECT 0.10 120 1 3 INTEGRAL (2#12,1912G)3/4"C C,F EF -D GREENHECK CSP -A390 INLINE 350 0.3 DIRECT 120 1 1.3 INTEGRAL (2#12,1#12G)3/4"C OF EF -1 GREENHECK QEID-15-50 INLINE 860 0.5 DIRECT 1.00 208 3 4.6 30A13P 7A FRN -R (4#12,1912G) 314"C F,G EF -2 GREENHECK QEID-22-95-A75 INLINE 10360 0.5 DIRECT 7.50 1 208 3 24.2 60A13P 135A FRN -R (4#8, Ili 3/4"C F,H TF -1 GREENHECK SQ -80-G I INLINE 300 0.1 DIRECT 0.05 120 1 1 $TO (2#12,101 I TF -2 GREENHECK SQ -80-G INLINE 300 0.1 DIRECT 0.05 120 1 1I $TO 1 (21112,101 1 GENERAL NOTES: 1. SCHEDULED FAN VALUES (CFM, SP AND HP) ARE ACTUAL AT ALTITUDE OF 5400'. 2. INSTALL FAN PER MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE FACTORY SACKDRAFT DAMPER. REMARKS: A. PROVIDE MULTISPEED ACCESSORY. FAN SHALL OPERATE CONTINUOUSLY ATAIR FLOW LISTED ON DWELLING UNIT VENTILATION CALCULATIONS AND AT 100 CFM WHEN WALL SWITCH IS ON. B. CONTROL VIA LIGHT SWITCH. C. INTERLOCK FAN OPERATION WITH THE FCU THAT IS FEEDING THE SPACE D. FAN SHALL BE ENERGY STAR CERTIFIED. E. PROVIDE CEILING RADIATION DAMPER WHERE NOTED ON PLANS. F. EXHAUST FAN SHALL BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS BY MANUFACTURER G. FAN TO RUN CONTINUOUSLY. H. PROVIDE ARMSTRONG AMC-1AD CONTROLLER WITH VFD OUTPUT. FAN SHALL ENERGIZE AND MODULATE TO MAXIMUM WHEN CO IS ABOVE 25PPM OR NO2 IS ABOVE 1PPM. SEE FLOOR PLANS FOR SENSOR LOCATIONS. 1. FAN TO BE CONTROLLED BY WALL MOUNTED THERMOSTAT SET TO 8OF (ADJUSTABLE). 111 �� ■ KEPHART community. planning a architecture 2MS WALNUT STREET DENVER, COLORADO 80205 kWhaft mm �KLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2410 KG@KLOKGROUP.COM UI Z W M O O ao O ��.UI� J/ V ^1 1LLJ /8..� Z LL `1 (If LLQ LU Qw U) I LU w N U) O w U //LU I..V .Q��PN CLICf��f o Fff�ONAL 03.25.2021 No. Dale Issue f&A.20 MRTPL 2 B 1 CWNERR ON m AS 5 V iIND DJV eiO pevyRe DMB . 07/25/2019 JobNuni 218094 D Mi y CP CIret By DS Lee MECHANICAL SCHEDULES SL ce1NumEm MO -0.2 BASEBOARD SPLIT SYSTEM AIR CONDITIONING SCHEDULE DUCT INDOOR UNIT MANUFACTURER/ MODEL NO. I CONDENSING UNIT ELECTRICAL VOLTS/PH I FLA FEEDER 4"45 ELBOW INDOOR UNIT MANUFACTURER/ CODE MODEL NO. TYPE STRAIGHT LENGTH (FT) SUPPLY CLG CAP. CFM MBH ELECTRICAL COND. UNIT CODE MANUFACTURER/ MODEL NO. 2 ELECTRICAL SEER REMARKS VOLT PH MCA UNIT Al 0 0 FUSE FEEDER 10 204 FRS -R (4#12, 1#12G) 3/4"C 30.5 40.5 UNIT A2 0 0 2 10 30A/3P 26 36 UNIT Ata AC -1 MITSUBISHI MSY-GLI8NA-U1 WALL MOUNTED 10 600 18 208 1 1CU-1 UNIT Bi MITSUBISHI MUY-GL18NA-U1 ;VOLThPHMCA§DISC. 14 20A FRN -R (3#12, 1#12G) 3/4"C 20.5 A 56 UNIT B2 0 0 2 10 38 48 UNIT B2a 0 0 2 10 GENERAL NOTES 1. JOBSITE ELEVATION = 5400'. 2. DIVISION 26 SHALL PROVIDE WIRING BETWEEN CONDENSING UNITS AND EVAPORATOR SECTION. 3. ROUTE CONDENSATE TO NEAREST APPROVED RECEPTACLE. PROVIDE WITH CONDENSATE PUMP, POWERED BY DIVISION 26. 4. PROVIDE WALL MOUNTED THERMOSTAT. REMARKS: A. INDOOR UNIT FED FROM OUTDOOR UNIT ON ROOF. PROVIDE CONNECTING FEEDER AND MAKE ALL FINAL CONNECTIONS. 38.5 BASEBOARD DRYER DUCT CALCULATIONS MANUFACTURER/ MODEL NO. CAPACITY LENGTH (KW) (FT) ELECTRICAL VOLTS/PH I FLA FEEDER 4"45 ELBOW I DISC 4"90 ELBOW STRAIGHT LENGTH (FT) TOTAL EQUIVALENT LENGTH (FT) UNIT ELBOW COUNT EQUIVALENT ELBOW COUNT EQUIVALENT LENGTH LENGTH UNIT AO 0 0 2 10 A 34 44 UNIT Al 0 0 2 10 204 FRS -R (4#12, 1#12G) 3/4"C 30.5 40.5 UNIT A2 0 0 2 10 30A/3P 26 36 UNIT Ata 0 0 2 10 A 29 39 UNIT Bi 0 0 GENERAL NOTES: 10 2. PRESSURE DROP INCLUDES LOSSES DUE TO ACCESSORIES. 46 56 UNIT B2 0 0 2 10 38 48 UNIT B2a 0 0 2 10 38.5 48.5 UNIT B2e 0 0 2 10 40 50 UNIT B3 1 2.5 15 SEE DWGS 30.5 38 UNIT Bae 0 0 1 5 32.5 37.5 N TE T. THE CALCULATIONS ABOVE ARE PERFORMED PER IMC 504.8.4. 2. THE EQUIVALENT LENGTH SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL SHALL BE LOCATED WITHIN 6' OF THE EXHAUST DUCT CONNECTION. (IMC 504.8.4.3) BASEBOARD RADIATION SCHEDULE (ELECTRIC) CODE (EBB) MANUFACTURER/ MODEL NO. CAPACITY LENGTH (KW) (FT) ELECTRICAL VOLTS/PH I FLA FEEDER REMARKS I DISC FUSE FEEDER REMARKS SIZE SIZE A QMARK QMKC .50 2.5 120/1 4.2A (2#12, 1#12G) 3/4"C A A QMARK MUH08-81 350 5 13.9 208 3 GENERAL NOTES: 1. PROVIDE FACTORY THERMOSTAT. REMARK NOTES: A. BASEBOARD TO BE PROVIDED WITH 2 POLE STAT WITH "OFF" POSITION FOR DISCONNECTING MEANS. UNIT HEATER SCHEDULE (ELECTRIC) CODE (EUH) MANUFACTURERI MODEL NO. CFM I KW ELECTRICAL REMARKS FLA I VOLT I PH I DISC FUSE FEEDER REMARKS SIZE SIZE DROP 0.75 (RH) MODEL NO. CFM A QMARK MUH08-81 350 5 13.9 208 3 30A/3P 204 FRS -R (4#12, 1#12G) 3/4"C B B QMARK MUH03-21 350 2.2 11 208 1 30A/3P 20A FRS -R (3#12, 1#12G) 3/4"C 30X110 0.1 A OBD SEE DWGS A D SHOEMAKERFG RETURN GENERAL NOTES: 1. PROVIDE UNIT MOUNTED THERMOSTAT. 2. PROJECT ELEVATION = 5400'. REMARK NOTES: GENERAL NOTES: ROOF HOOD SCHEDULE AIR DEVICE SCHEDULE EXHAUST CALCULATIONS NECK HOOD PRESSURE TYPE CODE MANUFACTURER/ REMARKS SIZE SIZE DROP 0.75 (RH) MODEL NO. CFM _"X_" _"X_" (IN) REMARKS OBD SEE DWGS 775 B TITUS 350FLF1 RETURN LOWERED 1 GREENHECK WRH 11220 22X102 30X110 0.1 A OBD SEE DWGS A D SHOEMAKERFG RETURN LOWERED GENERAL NOTES: 1. PROVIDE 12" INSULATED FACTORY ROOF CURB. 2. PRESSURE DROP INCLUDES LOSSES DUE TO ACCESSORIES. 3. PROVIDE BIRDSCREEN. REMARK NOTES: A. PROVIDE BAROMETRIC RELIEF DAMPER. 111 �� ■ KEPHART community • planning a archil 2MS WALNUT STREET DENVER, COLORADO 00205 kWhaft mm missile �KLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2410 KGQKLOKGROUPJC0M UI Feel Z W M 5 M O 00 Feel U cf)L�UI�1 J/ V � LU 9 Z L.L `1 (If L/- Q LLJ LU Q T. U) I LU W N U) O w U 2 � fW V � 0 It .Q�PN CLICf��f o yq i; Fff�ONAL E�6�� 03.25.2021 No. Orta Issue E&A.20 MRTPl 5 roles ime DJV 140FC Desgner DMB Due 07/25/2019 JobNul 218094 Down By CP CM1eGa4 By DS Too MECHANICAL SCHEDULES Sheet NumEer M0-0.3 AIR DEVICE SCHEDULE EXHAUST CALCULATIONS CODE MANUFACTURER/ MODEL NO. SERVICE TYPE ACCESSORIES FACE SIZE REMARKS MAXIMUM EXHAUST CALCULATIONS PO 15503 0.75 1 11627 11220 A TITUS 300FL SUPPLY LOWERED OBD SEE DWGS 775 B TITUS 350FLF1 RETURN LOWERED 1" FILTER SEE DWGS C SHOEMAKER 850 SUPPLY 2 -WAV OBD SEE DWGS A D SHOEMAKERFG RETURN LOWERED 1" FILTER SEE DWGS E TITUS S300FL SUPPLY DUCT MOUNTED AIR SCOOP SEE DWGS F TITUS 350FL RETURN/EXHAUST LOUVERED OBD SEE DWGS G TITUS OMNI SUPPLY PLAQUE OBD 24X24 H SHOEMAKER 1033 TRANSFER LOUVERED SEE DWGS I TITUS OMNI SUPPLY PLAQUE OBD 12X12 GENERAL NOTES: 1. SEE PLANS FOR CFM AND NECK SIZE. 2. MAXIMUM NOISE CRITERIA (NC) SHALL BE 30 UNLESS OTHERWISE NOTED. 3. PROVIDE WHITE UNLESS NOTED OTHERWISE. 4. MATERIAL IS STEEL UNLESS OTHERWISE NOTED. REMARKS: A. PROVIDE RADIATION DAMPER WHEN DIFFUSER PENETRATES RATED CEILING MEMBRANE. 111 �� ■ KEPHART community • planning a archil 2MS WALNUT STREET DENVER, COLORADO 00205 kWhaft mm missile �KLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2410 KGQKLOKGROUPJC0M UI Feel Z W M 5 M O 00 Feel U cf)L�UI�1 J/ V � LU 9 Z L.L `1 (If L/- Q LLJ LU Q T. U) I LU W N U) O w U 2 � fW V � 0 It .Q�PN CLICf��f o yq i; Fff�ONAL E�6�� 03.25.2021 No. Orta Issue E&A.20 MRTPl 5 roles ime DJV 140FC Desgner DMB Due 07/25/2019 JobNul 218094 Down By CP CM1eGa4 By DS Too MECHANICAL SCHEDULES Sheet NumEer M0-0.3 PARKING GARAGE EXHAUST CALCULATIONS LEVEL AREA (SO FT) CFM/SO FT I EXHAUST REQUIRED (CFM) EXHAUST PROVIDED (CFM) MAXIMUM EXHAUST CALCULATIONS PO 15503 0.75 1 11627 11220 MINIMUM EXHAUST CALCULATIONS PO 15503 0.05 775 860 NOTES: 1. CALCULATIONS PERFORMED PER IMC 404.2. 111 �� ■ KEPHART community • planning a archil 2MS WALNUT STREET DENVER, COLORADO 00205 kWhaft mm missile �KLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2410 KGQKLOKGROUPJC0M UI Feel Z W M 5 M O 00 Feel U cf)L�UI�1 J/ V � LU 9 Z L.L `1 (If L/- Q LLJ LU Q T. U) I LU W N U) O w U 2 � fW V � 0 It .Q�PN CLICf��f o yq i; Fff�ONAL E�6�� 03.25.2021 No. Orta Issue E&A.20 MRTPl 5 roles ime DJV 140FC Desgner DMB Due 07/25/2019 JobNul 218094 Down By CP CM1eGa4 By DS Too MECHANICAL SCHEDULES Sheet NumEer M0-0.3 IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -2 IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -1 0.87 Required Outdoor Air Intake (Vot) 185 CFM Outdoor Air Scheduled 185 CFM OUTDOOR OUTDOOR ZONE DESIGN OUTDOOR AIRFLOW RATE CFM AIRFLOW RATE AIRFLOW RATE ZONE DESIGN MINIMUM ZONE AIRFLOW RATE ZONE PRIMARY AIRFLOWRATE AIRFLOW RATE ZONE PER UNIT POPULATION OUTDOORAIR ZONE AIR DISTRIBUTION ZONE PRIMARY POPULATION AREA PER PERSON PER UNIT POPULATION ZONE REQUIRED AT DISTRIBUTIONLAIRFLOWRATE TDOOR PRIMARY OUTDOOR (SQ.Fi.) CFM/PERSON ZONE TYPE (Az) (Rp) AREA (RE) PEOPLE/1000 POPULATION BREATHINGZONE EFFECTIVENESS OFFICE SPACE AIRFLOW FRACTION ZONE PER TABLE 6-1 (SQ.FT.) CFM/PERSON CFM/SQ.FT. SQ.FT. (Pz) CFM(Vbz) (Ez)TABLE 6-2M(Voz) 0.06 50 CFM(Vpz) (Zp) 106 -MAIL SHIPPINGIRECEIVING 632 0 0.12 0 0 76 0.8 95 400 0.24 108-BREAKANORK ROOM RECEPTION AREAS 253 5 0.06 30 8 53 0.8 68 230 0.29 99 885 OCCUPANT DIVERSITY 100.0% 8 129 5 CRITICAL ZONE Zp 0.29 IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -2 CALCULATIONS: FCU -4 System Ventilation Efficiency (Ev) 0.87 Required Outdoor Air Intake (Vot) 185 CFM Outdoor Air Scheduled 185 CFM IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -2 CALCULATIONS: FCU -4 IMC VENTILATION OUTDOOR OUTDOOR PROCEDURE CALCULATIONS: FCU -3 Outdoor Air Scheduled 110 CFM 195 CFM MINIMUM ZONE ZONE DESIGN OUTDOOR AIRFLOW RATE CFM AIRFLOW RATE AIRFLOW RATE ZONE DESIGN OUTDOOR AIR ZONE AIR AIRFLOW RATE ZONE PRIMARY ZONE MINIMUM AREA PER PERSON PER UNIT POPULATION ZONE REQUIRED AT DISTRIBUTION OUTDOOR PRIMARY OUTDOOR POPULATION ZONE TYPE (Az) (Rp) AREA PEOPLE/1000 POPULATION BREATHINGZONE EFFECTIVENESS AIRFLOWRATE AIRFLOW FRACTION ZONE PER TABLE 6-1 (SQ.Fi.) CFM/PERSON CFM/SQ.FT. SQ.FT. (Pz) CFM(Vbz) iTABLE 6-2 CFM(Voz) CFM(Vpz) (Zp) 105 -CREATIVE OFFICE SPACE 341 5 0.06 5 2 29 0.8 36 600 0.06 103 -CONFERENCE CONFERENCEIMEETING 180 5 0.06 50 9 56 0.8 70 400 0.17 104 -MGR. OFFICE OFFICE SPACE 163 5 0.06 5 1 14 0.8 17 200 0.09 684 OCCUPANT DIVERSITY 100.0% 12 99 CRITICAL ZONE Zp 0.17 ystem Ventilation Efficiency v 0.98 Required Outdoor Air Intake (Vot) 126 CFM Outdoor Air Scheduled 130 CFM IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -4 IMC VENTILATION 0.96 RATE PROCEDURE CALCULATIONS: FCU -3 Outdoor Air Scheduled 110 CFM 195 CFM MINIMUM OUTDOOR AIRFLOW RATE CFM ZONE DESIGN OUTDOOR AIRFLOW RATE CFM OUTDOOR OUTDOOR DESIGN 2 AIRFLOW RATE AIRFLOW RATE ZONE ZONE MINIMUM ZONE REQUIRED DESIGN ZONE AIRFLOW RATE AIRFLOW RATE ZONE POPULATION OUTDOOR AIR ZONE AIR DISTRIBUTION OUTDOOR ZONE PRIMARY (Az) (Rp) AREA PER PERSON PER UNIT POPULATION ZONE REQUIRED AT DISTRIBUTION ZONE PER TABLE 6-1 OUTDOOR PRIMARY OUTDOOR SOFT. ZONE TYPE (Az) (Rp) AREA(Ra) PEOPLE/1000 POPULATION BREATHINGZONE EFFECTIVENESS AIRFLOWRATE AIRFLOW FRACTION ZONE PER TABLE 6-1 (SQ.FT.) CFM/PERSON CFM I SOFT. SQ.FT. (Pz) CFM(Vbz) (EZ)TABLE 6-2 79 CFM(Voz) CFM(Vpz) (Zp) 101 -LOBBY MAIN ENTRY LOBBIES 718 5 0.08 10 7 79 0.8 0.8 99 500 0.20 102 -OFFICE OFFICE SPACE 106 5 0.08 5 1 9 1.8 3 5 230 0.02 CRITICAL ZONE Zp NOTES: 1. CALCUTATIONS PER IMC SECTION 403.3.2.1. 2. VENTRATION PROVIDED BY EXHAUST FAN IN UNIT. SEE FAN SCHEDULE FOR ADDRIONAL INFORMATION. 824 OCCUPANT DIVERSITY 100.0% 8 Be CRITICAL ZONE Zp 0.20 IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -4 System Ventilation Efficiency (Ev) 0.96 Required Outdoor Air Intake (Vot) 108 CFM Outdoor Air Scheduled 110 CFM IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -4 0.96 UNITS Required Outdoor Air Intake (Vot) OUTDOOR OUTDOOR OUTDOOR 195 CFM MINIMUM OUTDOOR AIRFLOW RATE CFM ZONE DESIGN OUTDOOR AIRFLOW RATE CFM MINIMUM ZONE DESIGN 2 AIRFLOW RATE AIRFLOW RATE ZONE ZONE OUTDOOR AIR ZONEAIR REQUIRED DESIGN ZONE AREA PER PERSON PER UNIT POPULATION ZONE REQUIREDAT DISTRIBUTION OUTDOOR OUTDOOR ZONE TYPE (Az) (Rp) AREA (Ra) PEOPLE/1000 POPULATION BREATHINGZONE EFFECTIVENESS AIRFLOWRATE AIRFLOWRATE ZONE PER TABLE 6-1 (SQ.FT.) CFM/PERSON CFM/SQ.FT. SOFT. (Pz) CFM(Vbz) (Ez)TABLE B-2 CFM(Voz) CFM 121SUNROOM MAIN ENTRY LOBBIES 942 1 5 0.06 10 1 9 104 0.8 130 130 378 5 0.06 30 11 79 0.8 99 430 0.23 IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -5 System Ventilation Efficiency (Ev) 0.96 UNITS Required Outdoor Air Intake (Vot) OUTDOOR OUTDOOR Outdoor Air Scheduled 195 CFM MINIMUM OUTDOOR AIRFLOW RATE CFM ZONE DESIGN OUTDOOR AIRFLOW RATE CFM MINIMUM ZONE DESIGN 2 15 AIRFLOW RATE AIRFLOW RATE ZONE UNITA1 OUTDOORAIR ZONE AIR 2 ZONE PRIMARY OUTDOOR AIR 30 AREA PER PERSON PER UNIT POPULATION ZONE REQUIRED AT DISTRIBUTION OUTDOOR PRIMARY OUTDOOR REQUIRED AT ZONETYPE (Az) (Rp) AREA (Rag PEOPLE/1000 POPULATION BREATHINGZONE EFFECTIVENESS AIRFLOW RATE AIRFLOW FRACTION ZONE PER TABLE 6-1 (SQ.FT.) CFM/PERSON CFM/SQ.FT. SQ.FT. (Pz) CFM(Vbz) (EZ)TABLE 6-2 CFM(Voz) CFM(Vpz) (Zp) 120 -LOUNGE RECEPTION AREAS 378 5 0.06 30 11 79 0.8 99 430 0.23 119 -BAR RECEPTION AREAS 323 5 0.06 30 10 68 0.8 85 430 0.20 323 OCCUPANT DIVERSITY 100.0% 10 68 CRITICALZONEZIP 0.20 IMC VENTILATION RATE System Ventilation Efficiency (Ev) 0.96 UNITS Required Outdoor Air Intake (Vot) 192 CFM Outdoor Air Scheduled Outdoor Air Scheduled 195 CFM IMC VENTILATION RATE PROCEDURE CALCULATIONS - DWELLING UNITS ZONE AREA NUMBER OF (SQ FT) BEDROOMS Outdoor Air Scheduled ZONE POPULATION OUTDOOR AIRFLOW RATE PER PERSON (PM PERSON MINIMUM OUTDOOR AIRFLOW RATE CFM ZONE DESIGN OUTDOOR AIRFLOW RATE CFM UNIT51 507 1 DESIGN 2 15 20 ZONE 20 UNITA1 688 1 OUTDOOR AIR 2 15 22 OUTDOOR AIR 30 UNITA2 761 1 PRIMARY 2 15 23 AREA 30 UNITA2a 763 1 REQUIRED AT 2 15 23 OUTDOOR 30 UNIT81 991 2 (Az) 3 15 32 BREATHINGZONE 40 UNR82 1014 2 FRACTION 3 15 33 (SQ.FT.) 40 UNIT 82a 1014 2 CFM (Vbz) 3 15 33 (Zp) 40 UNIT62e 1087 2 0 0.12 3 15 33 0.8 40 UNR63 1085 2 112 -LIBRARY 3 15 33 5 0.12 40 UNIT63e 1147 2 0.8 3 15 34 40 262 OCCUPANT DIVERSITY 100.0% 3 45 CRITICAL ZONE Zp NOTES: 1. CALCUTATIONS PER IMC SECTION 403.3.2.1. 2. VENTRATION PROVIDED BY EXHAUST FAN IN UNIT. SEE FAN SCHEDULE FOR ADDRIONAL INFORMATION. IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -7 IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -6 Required Outdoor Air Intake (Vot) 79 CFM Outdoor Air Scheduled 150 CFM OUTDOOR MINIMUM ZONE OUTDOOR OUTDOOR OUTDOOR AIR ZONEAIR REQUIRED DESIGN ZONE OUTDOOR AIR ZONE AIR AIRFLOW RATE MINIMUM ZONE ZONE DISTRIBUTION OUTDOOR OUTDOOR OUTDOOR AIR AIRFLOW RATE AIRFLOW RATE ZONE DESIGN OUTDOOR AIR ZONEAIR PER PERSON ZONE PRIMARY (SQ.FP) ZONE REQUIRED AT AREA PER PERSON PER UNIT POPULATION ZONE REQUIRED AT DISTRIBUTION OUTDOOR PRIMARY OUTDOOR POPULATION ZONE TYPE EFFECTIVENESS (Az) (Rp) AREA (Ra) PEOPLE/1000 POPULATION BREATHINGZONE EFFECTIVENESS AIRFLOWRATE AIRFLOW FRACTION ZONE PER TABLE 6-1 CFM(Voz) (SQ.FT.) CFM / PERSON CFM / SQ.FT. SQ.FT. (Pz) CFM (Vbz) (EZ) TABLE 6-2 CFM (Voz) CFM (Vpz) (Zp) 111 -WORKING STORAGE ROOMS 143 0 0.12 0 0 17 0.8 21 150 0.14 112 -LIBRARY LIBRARIES 86 262 5 0.12 10 3 45 0.8 56 320 0.17 262 OCCUPANT DIVERSITY 100.0% 3 45 CRITICAL ZONE Zp 0.17 IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -7 System Ventilation Efficiency (Ev) 0.98 Required Outdoor Air Intake (Vot) 79 CFM Outdoor Air Scheduled 150 CFM IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -7 RATE PROCEDURE CALCULATIONS: FCU -9 400 CFM OUTDOOR OUTDOOR OUTDOOR OUTDOOR OUTDOOR OUTDOOR MINIMUM ZONE AIRFLOWRATE AIRFLOWRATE ZONE OUTDOOR AIR ZONEAIR REQUIRED DESIGN ZONE OUTDOOR AIR ZONE AIR AIRFLOW RATE AIRFLOW RATE AIRFLOW RATE ZONE DISTRIBUTION OUTDOOR OUTDOOR OUTDOOR AIR ZONEAIR REQUIRED DESIGN POPULATION BREATHINGZONE AREA PER PERSON PER UNIT POPULATION (SQ.FP) ZONE REQUIRED AT DISTRIBUTION OUTDOOR OUTDOOR HEALTH CLUBANEIGHT ROOMS ZONE TYPE (Az) (Rp) AREA (Ra) PEOPLE/1000 150 POPULATION BREATHING ZONE EFFECTIVENESS AIRFLOW RATE AIRFLOW RATE ZONE PER TABLE 6.1 (SQ.FT.) CFM/PERSON CFM/SQ.FT. SQ.FT. 7.5 (Pz) CFM(Vbz) (Ez)TABLE 6.2 CFM(Voz) CFM 116 -FITNESS HEALTH CLUB/WEIGHT ROOMS 809 20 0.06 10 5 8 210 0.8 263 1 270 200 840 0.24 410c -CONFERENCE CONFERENMMEETING 277 5 0.06 50 14 86 IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -8 0.77 RATE PROCEDURE CALCULATIONS: FCU -9 400 CFM OUTDOOR OUTDOOR OUTDOOR ZONEAIR DISTRIBUTION EFFECTIVENESS (Ez) TABLE 6-2 OUTDOOR OUTDOOR MINIMUM ZONE AIRFLOWRATE AIRFLOWRATE ZONE OUTDOOR AIR ZONEAIR REQUIRED DESIGN ZONE OUTDOOR AIR ZONE AIR AIRFLOW RATE AREA PER PERSON PER UNIT POPULATION ZONE REQUIRED AT DISTRIBUTION OUTDOOR OUTDOOR PER UNIT ZONE TYPE (Az) (Rp) AREA (Ra) PEOPLE/1000 POPULATION BREATHINGZONE EFFECTIVENESS AIRFLOWRATE AIRFLOW RATE ZONE PER TABLE 6-1 (SQ.FP) CFM/PERSON CFM/SQ.FT. SQ.FT. (Pz) CFM(Vbz) (EZ)TABLE 6-2 CFM(Voz) CFM 117 -YOGA HEALTH CLUBANEIGHT ROOMS 452 20 0.06 10 5 118 0.8 147 150 003 -HOME 8 GARDEN OFFICE SPACE 583 1 5 1 0.06 1 5 3 50 0.8 62 500 IMC VENTILATION 0.77 RATE PROCEDURE CALCULATIONS: FCU -9 400 CFM OUTDOOR OUTDOOR ZONEAIR DISTRIBUTION EFFECTIVENESS (Ez) TABLE 6-2 OUTDOOR OUTDOOR MINIMUM ZONE MINIMUM ZONE AIRFLOW RATE AIRFLOW RATE ZONE OUTDOOR AIR ZONE AIR AIRFLOW RATE ZONE PRIMARY OUTDOOR AIR AREA PER PERSON PER UNIT POPULATION ZONE REQUIREDAT DISTRIBUTION OUTDOOR PRIMARY OUTDOOR AREA ZONE TYPE (Az) (Rp) AREA (Ra) PEOPLE/1000 POPULATION BREATHINGZONE EFFECTIVENESS AIRFLOWRATE AIRFLOW FRACTION ZONE PER TABLE 6.1 (SQ.FT.) CFM/PERSON CFM/SQ.FT. SQ.FT. (Pz) CFM(Vbz) iTABLE 6.2 CFM(VOZ) CFM (VINE) (Zp) 003 -HOME 8 GARDEN OFFICE SPACE 583 1 5 1 0.06 1 5 3 50 0.8 62 500 0.12 003a -DOG WASH PET SHOPS (ANIMAL AREAS) 124 7.5 0.18 10 1 32 0.8 40 130 0.30 707 OCCUPANT DIVERSITY 100.0% 1 32 CRITICAL ZONE Zp 0.30 ystem Ventilation Efficiency v 0.85 Required Outdoor Air Intake (Vot) 119 CFM Outdoor Air Scheduled 120 CFM IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -10 0.77 Required Outdoor Air Intake (Vot) 400 CFM OUTDOOR OUTDOOR ZONEAIR DISTRIBUTION EFFECTIVENESS (Ez) TABLE 6-2 OUTDOOR OUTDOOR L1 -NE CORRIDOR CORRIDORS MINIMUM ZONE 0 0 49 0.8 AIRFLOW RATE AIRFLOW RATE AIRFLOW RATE ZONE OUTDOOR AIR OUTDOOR AIR ZONE AIR DESIGN ZONE PRIMARY AREA PER PERSON AREA PER PERSON PER UNIT POPULATION ZONE REQUIRED AT DISTRIBUTION OUTDOOR PRIMARY OUTDOOR (Rp) ZONE TYPE (Az) IRS) AREA (Re) PEOPLE/1000 POPULATION BREATHINGZONE EFFECTIVENESS AIRFLOWRATE AIRFLOW FRACTION ZONE PER TABLE 6-1 (SO.FT.) CFM/PERSON CFM/SO.FT. SQ.FT. (Pz) CFM(Vbz) (Ez)TABLE 6-2 CFM(Voz) CFM(Vpz) (Zp) 410 -SUNSET ROOM RECEPTION AREAS 763 5 0.06 30 23 160 0.8 200 840 0.24 410c -CONFERENCE CONFERENMMEETING 277 5 0.06 50 14 86 1 0.8 107 280 0.38 1040 OCCUPANT DIVERSITY 100.0% 14 86 CRITICAL ZONE Zp 0.38 System Ventilafion Efficiency (Ev) 0.77 Required Outdoor Air Intake (Vot) 400 CFM Outdoor Air Scheduled 400 CFM IMC VENTILATION RATE PROCEDURE CALCULATIONS - FCU -11 RATE PROCEDURE CALCULATIONS: FCU -12 ZONE TYPE PER TABLE 6.1 AREA (Az) (SQ.FT.) OUTDOOR OUTDOOR ZONEAIR DISTRIBUTION EFFECTIVENESS (Ez) TABLE 6-2 OUTDOOR OUTDOOR L1 -NE CORRIDOR CORRIDORS 822 0 0.06 0 0 49 0.8 AIRFLOW RATE AIRFLOW RATE ZONE AIRFLOW RATE OUTDOOR AIR ZONE AIR REQUIRED DESIGN ZONE AIR REQUIRED AREA PER PERSON PER UNIT POPULATION ZONE REQUIRED AT DISTRIBUTION OUTDOOR OUTDOOR DISTRIBUTION ZONE TYPE (Az) (Rp) AREA (Ra) PEOPLE/1000 POPULATION BREATHING ZONE EFFECTIVENESS AIRFLOW RATE AIRFLOW RATE ZONE PER TABLE 6-1 (SQ.FT.) CFM/PERSON CFM/SQ.FT. SQ.FT. (Pz) CFM(Vbz) (EZ)TABLE 6-2 CFM(Voz) CFM 001 -STORAGE WAREHOUSES 1 2,130 0 0.06 0 0 128 0.8 160 160 0.8 270 1 270 0.8 80 130 L2,L3,L4-NW CORRIDOR CORRIDORS 1,467 0 0.06 0 0 88 IMC VENTILATION RATE PROCEDURE CALCULATIONS: FCU -12 ZONE TYPE PER TABLE 6.1 AREA (Az) (SQ.FT.) OUTDOOR OUTDOOR AIRFLOW RATE AIRFLOW RATE PER PERSON PER UNIT (Rp) AREA (FOR) CFM/PERSON CFM / SQ.FT. ZONE OUTDOOR AIR POPULATION ZONE REQUIRED AT PEOPLE/1000 POPULATION BREATHINGZONE SQ.FT. (Pz) CFM (Vbz) ZONEAIR DISTRIBUTION EFFECTIVENESS (Ez) TABLE 6-2 OUTDOOR OUTDOOR L1 -NE CORRIDOR CORRIDORS 822 0 0.06 0 0 49 0.8 62 130 Ll -SE CORRIDOR AIRFLOW RATE AIRFLOW RATE ZONE 0 0 64 OUTDOOR AIR ZONE AIR REQUIRED DESIGN CORRIDORS 1,069 AREA PER PERSON PER UNIT POPULATION ZONE REQUIRED AT DISTRIBUTION OUTDOOR OUTDOOR 0 0 63 ZONE TYPE (Az) (Rp) AREA (Ra) PEOPLE/1000 POPULATION BREATHING ZONE EFFECTIVENESS AIRFLOW RATE AIRFLOW RATE ZONE PER TABLE 6-1 (SOFT.) CFM/PERSON CFM/SQ.FT. SQ.FT. (Pz) CFM(Vbz) (EZ)TABLE 6-2 CFM(Voz) CFM 115 -SPIN ROOM HEALTH CLUB/AEROBICS ROOM 251 20 0.06 40 10 216 0.8 270 1 270 0.8 80 130 L2,L3,L4-NW CORRIDOR CORRIDORS 1,467 0 0.06 0 0 88 0.8 110 130 IMC VENTILATION RATE PROCEDURE CALCULATIONS =CORRIDORS ZONE ZONE TYPE PER TABLE 6.1 AREA (Az) (SQ.FT.) OUTDOOR OUTDOOR AIRFLOW RATE AIRFLOW RATE PER PERSON PER UNIT (Rp) AREA (FOR) CFM/PERSON CFM / SQ.FT. ZONE OUTDOOR AIR POPULATION ZONE REQUIRED AT PEOPLE/1000 POPULATION BREATHINGZONE SQ.FT. (Pz) CFM (Vbz) ZONEAIR DISTRIBUTION EFFECTIVENESS (Ez) TABLE 6-2 REQUIRED OUTDOOR AIRFLOW RATE CFM(Voz) DESIGN OUTDOOR AIRFLOW RATE CFM L1 -NE CORRIDOR CORRIDORS 822 0 0.06 0 0 49 0.8 62 130 Ll -SE CORRIDOR CORRIDORS 1,069 0 0.06 0 0 64 0.8 80 130 LISW CORRIDOR CORRIDORS 1,069 0 0.06 0 0 64 0.8 80 130 -1-NW CORRIDOR CORRIDORS 1,049 0 0.06 0 0 63 0.8 79 130 L2,L3,L4-NE CORRIDOR CORRIDORS 795 0 0.06 0 0 48 0.8 60 130 L2,L3,L4-E CORRIDOR CORRIDORS 1,6420 0.06 0 0 99 0.8 123 130 L2,L3,L4-SE CORRIDOR CORRIDORS 948 0 0.06 0 0 57 0.8 71 130 L2,L3,L4-SW CORRIDOR CORRIDORS 1,065 0 0.06 0 0 64 0.8 80 130 L2,L3,L4-NW CORRIDOR CORRIDORS 1,467 0 0.06 0 0 88 0.8 110 130 111 �� ■ KEPHART community • planning a amhiteclure 2565 WALNUT STREET kWhaft mm DENVER, COLORAnO BaIDS �KLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2410 KGQKLOKGR0UPJC01A UI FEMM Z W M 5 M O 00 O U Cf)W T1 0/ (V ^^` I..L Z `1 (If LLQ LU ^ WQ W Q_ T. U) I LU >N U) O w U 2 � LU // .Q�PN CLICf4�f o i; 00111 FffIONAL E�t'\� 03.25.2021 No. Dale Issue wasamrAmimmi z Dvl i CWNERR aN m AS 5 roles iNe DJV FNFC Desgne DMB % 07/25/2019 218094 Down By CP C6eGad By DS The MECHANICAL SCHEDULES Shcel Number MO -0e4 A B Dw Fw I I I I I Nw Pw R S II I I I I I C \L J LJ I I I I I I I I I I I I I I 1n I I d] I 17J L Me 0 De 0 Qe rMPI .I N — AO all aee�a�lm I 10 0411111111111b 41 41 41111111111 GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MINDA DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND TO- OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN ® 4 PROJECT 111 �� ■ KEPHART community • planning a architecture 2565 WP NUT STREET DENVER, COLORADO 80205 AiKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2410 K LOKGROUP.COM U) Z W 5 M O 00 U cf)L�UI�1 J/ V LLJ Z LL Q W ^Q L.L. LL T U) LLU N rHr^ vJ O w U 2 � W I..V 1. .Q� ,0 CLICf��f o 1 i Y y f KWh Ff00h L 03.25.2021 No. Dale Issue f&A.10 M6TN 5+ 5 DJV DUFC pesgne DMB . 07/25/2019 JobNi 218094 CP CNcled By DS TBe OVERALL BASEMENT MECHANICAL PLAN 1 MiRtNMcel Number M1-0.1 GA GB GC GD GE GF I I I I I I G2 - GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MID -0.1 DETAIL 6. By DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET G1 MINDA DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. - G2 I I I I I I GA GBGC GD GE GF /.1 OVERALL GARAGE BASEMENT MECHANICAL PLAN V1 3/32" = 1'-0" 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT F B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 111 �� ■ KEPHART community • planning a architecWre 25M WP NUT STREET DENVER, COLORADO 80205 kephaft mm NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2A10 K LOKGROUP.COM U) Z W 5 M O GD U l^ �U�1 L.L /�.V ^LU 9 I..L Z (If Q W^Q w LL T U) LU W N rHr^ vJ O w U 2 � LU I..V .Q�PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Drte Issue 5+ 5 RC ihM DJV PnNeJ Deegner DMB Due 07/25/2019 JONI 218094 Down By CP CheWJ By DS Too ENLARGED BASEMENT GARAGE PLAN UM e"I mi G1 - G2 - GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. By DRYER DUCT TO ROUTE UP AND TERMINATE OUT G WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET 100-0.1 DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE GZ INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community Is planning a architecture 2MS WP NUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) Z W 5 M O 00 U l^ �U�1 L.L /�.V � LU 9 Z L.L Q W^Q w LL T U) LU W N H O w U 2 � LU I..V .Q�PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. gets Issue f&A.10 ME& 2 0vi 1 ORNERR aN m 090 5 rolan iIW DJV cmied pevyne DMB Dale 07/25/2019 218094 Dmwn By CP CIreGaJ By DS Tae ENLARGED BASEMENT PLAN -AREA B Mee Number M1-0m3B 0101-00-00= =00-00 GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE G3 AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MID -0.1 DETAIL 6. By DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MINDA DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a architecWre 25M WP NUT STREET DENVER, COLORADO 80205 kephaft mm NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2A10 K LOKGROUP.COM U) Z W 5 M O 00 U l^ �U�1 L.L /�.V � LU 9 Z L.L Q W^Q w LL T U) LU W N rHr^ vJ O w U 2 � LU I..V .Q�PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 IPI Drte Issue E&A.20 N6TN 5+ 5 n1w DJV Mpd DPSgnb DMB Due 07/25/2019 JONI 218094 Down By CP CIreWJ By DS Too ENLARGED BASEMENT PLAN -AREA C LMMWNI1-0e3C I rI I� we 1110 mi'=I1111L��=mItr-u .�■■N■�.R.N=��@■�1.. 1■��11-1. i■ii - 1 1 w ®n �9 � ��1■R= 1 _ _ I�l (16illlllllllll^ T :ii°`�i� _ 13s (14n Me Oe vi w-I..I J1�.. ■ 1 �'_ p „�C�-_�� �11�1� 1�®"y,. �A� �I�tam3iso ��_ q n N LI II■■1 1 CIM _ J11 .—le•I■11.1■ ■ ■�� SII q � ....–��_. n a1 �I��i �■I to V O UNIT A2 UNIT AI.1 ® I I ° 3s UNIT 63e.1 UNIT B.3.1 I I I I/fI:11H1119y Ee He.• I 2n UNIT 63 I Me Oe • I m ADA UNIT Bled �I I �■11-lil�lllil�ll S Iwiwl—] 11 ME 01 For] GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYP.). COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WDRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN ® ®z PROJECT 111 �� ■ KEPHART community • planning a architecture 25M WP NIJT STREET DENVER, COLORADO 80205 min NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2410 KGQKL0KGROUP.001A 1 EMMZ W 5 M O O 00 U cf) LU (DI/ V ^` LU 9 I..L Z (If Q W^Q w LL T U) W W N U) Q vJ r^ O w U 2 � W �0 I..V .Q�PN CLICf��f o Fff�O;At 03.25.2021 No. Dale Issue Mai equi 04, 5 RC ibtl DJV RObn pevyRe DMB NB 07)25/2019 JONI 218094 Ron y CP CNii By DS TBe OVERALL LEVEL MECHANICAL PLAN SoRa Number M2-1.1 G2 - /1 ENLARGED LEVEL 1 MECHANICAL PLAN -AREA A I I I GA GB 6GC GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 48" AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MID -0.1 DETAIL 6. By DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MINDA DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO G1 SHEET Mi DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S G2 RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a architecWre 25M WP NUT STREET DENVER, COLORADO 80205 kephaft mm NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2A10 K LOKGROUP.COM Z W 5 M O GD U cf)L�UI�1 J/ V � LU 9 Z L.L Q W ^Q L.L. LL T U) LLU N rHr^ vJ O w U LU I..V "Q�PN CLICf��f o FffIONAL E�6�� 03.25.2021 IPI Drte Issue 5+ 5 n0M DJV Mpd DPSgnb DMB Due 07/25/2019 JONI 218094 Down By CP CheWJ By DS Too ENLARGED LEVEL MECHANICAL PLAN -AREA A Sheet Number M2=1 i G1 - G2 - (GD GE GF I I I I ENLARGED LEVEL 1 MECHANICAL PLAN -AREA B 1/8" = 1'-0" I (GD GES GF GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET - - - G1 MID -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET M0.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON HE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a architecture 2555 WP NUT STREET DENVER, COLORADO 80205 kai mm NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2A10 K LOKGROUP.COM U) Z W 5 M O GD U cf) LU (DJ/ V � LU 9 Z L.L Q W ^Q W � ^ LL T. W VJ W N rHr^ vJ O W U LU I..V .Q�PN CLICf��f o il FffIONAL E�6�� 03.25.2021 No. Date Issue f&A.20 M6TN 5+ 5 roles iIW DJV cmied Devyne DMB Dale 07/25/2019 ai JoaNi 218094 ai Dmi CP ai CNided By DS ai Tae ENLARGED LEVEL MECHANICAL PLAN -AREA B Meet Number M2=1 i LOBBY 101 VEST F-im-1 GD GE GF I I I B ra I I I V ;1 ENLARGED LEVEL 1 MECHANICAL PLAN -AREA C GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 1USEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET M0.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND TO- OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ENLARGEDI ENLARGED AREA 'A' AREA'B' ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a architecWre 255 WALNUT STREET DENVER, COLORADO 80205 kWhaft mm NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2A10 K LOKGROUP.COM U) Z W 5 M O 00 O cf)L�Ur�1 J/ V � LU 9 Z L.L (I/ L/— Q W ^Q L.L. LL T U) LLU N rHr^ vJ O w U LU I..V .Q�PN CLICf��f o y� 2� Fff�ONAL E�6�� 03.25.2021 IUR Drte Issue E&A.20 N6TA1 5 lIND f 0i DJV n01eC Devyne DMB % 07/25/2019 JONI 218094 CP CIreWtl By DS Too ENLARGED LEVEL MECHANICAL PLAN -AREA C Sheet NumEer M2=1 i GA GB GC I I I GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM IO'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE p AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. G3 S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MID -0.1 DETAIL 6. By DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MINDA DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a architecWre 255 WALNUT STREET DENVER, COLORADO 80205 kWhaft mm NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2A10 K LOKGROUP.COM U) Z W 5 M O 00 O cf)L�UI�1 J/ V � LU 9 Z L.L Q W ^Q L.L. LL T U) LLU N rHr^ vJ O w U LU I..V .Q�PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 IUR Drte Issue E&A.20 N6TA1 5+ 5 nM1tl DJV n01eC Devyne DMB Due 07/25/2019 JONI 218094 Down By CP CIreWtl By DS Too ENLARGED LEVEL MECHANICAL PLAN -AREA D Sheet NumEer M2=1 M ■ 1 YI✓I M p ®' I' M M 1 -� M M IuIY '. • - fu�a i 1 ■ a �� 1 i 11 rG1 1.1l Iz a a i.) ®, � 1 I a ptlp ptlp a I � tl eE■ I ptlp ttlt11 � ■ tl � � ptlp ttlt11 � 1 � 1� • 1^D^I - �� _ � rt.N .■@t7 11p�, a-aY � � �[S al �.I�a@ f���) � � rt,u__.�@II aa�, u.,N � � ����� @a�1.. la �� Y� n.,u _.�@II app, u.dY Y� ^i�lhlal^1^h�I�, 11MEN �111II Ir,Ih�� IFw Nw II �■3-•aia� li'il'.e,.e,y ..'AAI _ �tl:=ai�ttla-�II _�II�iBI @: I L 1 �nL;iBB •■�I ' I [Icy®I;giala_a� II IIIIII:IIIIIIIIIII ll-_ IIIT I ■�- --- ��------- --- --- --■ • I 'I I I�P■^��J � II aLrJ �I�yNI . II ^1-1■1 all III jj -UNIT KIT— 1 rllllll �ny® 01 IMF II�IIYI-�I: 1�6 � 1 • I�� I■�I�I r-Iiifi ��1::1..1� a - 11�I1 � n.aY ^C ��I�'��I�,:� � �._,��r, ' _ T�1�_ I�I�� l9 SI � _, 1�M1 �.�I �r .. _ -e �� 67a� u.n uDn �a{I =1.. r=,Y� C GpLI �I aia@■I@I ®@@�atl I�N SII --1-• �1_-' tl 1^ - 1 tl �� tlal_�Il�m.!EI �_I. YI -I•rell• f s s � tl 1. 1 � � _©-,Fill � � t 1. 1 a � z. z 1 �I '�101�a11 ■ �i� •; .1.11.1• [:I i� n..lYl -�2f,� �a�_ lu n _®i :d 1.��.1• P: i �a ■�Itl�,u �,1 f. � �l � � � � � � � � � L■ � N I ■11 111^ a ��r . A �_,_.. �, �I � _. � I�II�IIID IaL� 111 IL�II @11a a■alb; �I ''®' i �o, L- -JL- -� 111111 1y �hIl. lid' ills Nu u1l 11011 I�IIIIII� NN� ■ -19 � n �� ■ I �I � ISI I I _ ■ I �I Illal 11111 l•■ �. ■f ■ I - 1���i 000000 i_I n ul.,u 1 Fles J�__Ls�a -=L1�`-L°sem-�-�� ',.,... ■ � � _ � � ■ IN alae • 1 GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. 5. FIRE DAMPER AT CEILING MEMBRANE PENETRATION YCOORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. UT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE:ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MID -0.1 DETAIL 6. W) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET DETAIL 6. C) ROUTE C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 8. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED 15. CONNECT F B VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS) INSTALL DUCTWORK PER FIREPLACE MANUFACTURERS RECOMMENDATIONS 16. DIFFUSER TO BE FIELD PAINTED BRONZE CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. KEY PLAN ® ®z PROJECT 111 Imm ■ KEPHART community • planning Is architecture 2565 WALNUT STREET DENVER, COLORADO 80205 NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2A10 K LOKGROUP.COM U) Z W 5 M O 00 0 � /wU V�/ �LU 0 Z L.L Q W^Q w LL T U) W W N U) Q r^ vJ O w U LU I..V •N;PN CLICf��f o s y f KWh Fff�ONAL 03.25.2021 No. Dale Issue f&A.20 M6TP1 f 0i 5 so .d DJV Rood Deegner DMB ele 07/25/2019 JONI 218094 rewn Y CP CbeGaJ By DS Two OVERALL LEVEL MECHANICAL PLAN Seel Number M2-2.1 n ENLARGED LEVEL 2 MECHANICAL PLAN -AREA A �J �J �J GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM IO'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET .I MO -0.1 DETAIL 6. 19 By DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MINDA DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND TO- OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a architecWre 255 WALNUT STREET DENVER, COLORADO 80205 kWhaft mm NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2A10 K LOKGROUP.COM U) Z W 5 M O GD U cf)L�UI�1 J/ V � LU 9 Z L.L Q W ^Q L.L. LL T U) LLU N rHr^ vJ O w U LU I..V .Q�PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Drte Issue was METAL 2 DLi 1 OWNERR ON m $ RN iM1tl DJV Pwpd DPSgnb DMB Due 07/25/2019 JONI 218094 Down By CP CIreWtl By DS Too ENLARGED LEVEL MECHANICAL PLAN -AREA A SINWNumEer M2-2e3A GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE:ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. By DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET 100-0.1 DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community Is planning a architecture 2MS WP NUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) Z W 5 M O GD U cf)L�UI�1 J/ V � LU 9 Z L.L Q W ^Q L.L. LL T U) LLU N rHr^ vJ O w U LU I..V .Q�PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Delay Issue f&A.10 M6TP1 ot 5+ 5 rolan iIW DJV cmied pevyne DMB Dale 07/25/2019 218094 Dmwn By CP CNreGaJ By DS Tae ENLARGED LEVEL MECHANICAL PLAN -AREA B Mee Number M2-2m3B ,\ II�O!•I�I�I��I�� 071 J �� NEW � On. ®owI�II Oe Qe I LLTI'„ a ILL11 O I I 0x10 �2 0 CORRIDOR 1 X6 200 F}^(2) Ela ro Id 22 9 --- 8n I I I I ------------ -- - o- - - -- -- 4s zo ........... x _ — — — — w WoOSA A 2n1!11T - 114'x10"SA — — — — — — 2n 10i 8 o O o 0 - - 1n 16x18 B 18'x10"RA STAIR 1 ❑ - 5101 D p 4B BD p :Q D a e a :rE7EEI JHJ �j W1 --------------- I I 00 O Cib �L Me Oe Qe �R n ENLARGED LEVEL 2 MECHANICAL PLAN -AREA C GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM IO'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT AW AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET 1100-0.1 DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ENLARGED I ENLARGED AREA'A' AREA'S' ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning • amhiteclum 2555 WP NUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) Z W M CD 00 O cf) LU (DJ/ V � Lu 9 Z L.L Q W^Q w LL T U) W W N rHr^ vJ O w U LU I..V .Q�PN CLICf��f o FfSIONAL 03.25.2021 No. Drte Issue 0&28.10 M6TPL z Dvl 17BR aN m 5 RC ibtl DJV kmwny DMB 07/25/2019 JONI 218034 CPDS ENLARGED LEVEL MECHANICAL PLAN -AREA C SIRWNumEer M2=2a3C LF17 � �II Id 22 9 --- 8n I I I I ------------ -- - o- - - -- -- 4s zo ........... x _ — — — — w WoOSA A 2n1!11T - 114'x10"SA — — — — — — 2n 10i 8 o O o 0 - - 1n 16x18 B 18'x10"RA STAIR 1 ❑ - 5101 D p 4B BD p :Q D a e a :rE7EEI JHJ �j W1 --------------- I I 00 O Cib �L Me Oe Qe �R n ENLARGED LEVEL 2 MECHANICAL PLAN -AREA C GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM IO'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT AW AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET 1100-0.1 DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ENLARGED I ENLARGED AREA'A' AREA'S' ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning • amhiteclum 2555 WP NUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) Z W M CD 00 O cf) LU (DJ/ V � Lu 9 Z L.L Q W^Q w LL T U) W W N rHr^ vJ O w U LU I..V .Q�PN CLICf��f o FfSIONAL 03.25.2021 No. Drte Issue 0&28.10 M6TPL z Dvl 17BR aN m 5 RC ibtl DJV kmwny DMB 07/25/2019 JONI 218034 CPDS ENLARGED LEVEL MECHANICAL PLAN -AREA C SIRWNumEer M2=2a3C C GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM IO'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH 9 FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU, 7$ 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. By DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET 100-0.1 DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT 6 THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. / 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM \/ FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND TO- OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH 4s TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a amhiteclum 2555 WP NUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) Z W 5 M O 00 U cf)LUI�1 0/ (V � LU 9 Z L.L Q W ^Q L.L. LL T U) LLU N rHr^ vJ O w U //LU I..V .Q�PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Det¢ Issue f&A.10 M6TP1 Or 5+ 5 RC ibtl DJV ProFC pesgne DMB Dae 07/25/2019 JONI 218094 Down By CP CIRdaJ By DS Tae ENLARGED LEVEL MECHANICAL PLAN -AREA D SBce1NumEer M2=2a3D I I ■ UNIT I M ■ - NS I '�1® If•I�, �® - - �� �If•I 1 If•I� �[ ]� �If•I N _ If•I�, �[ ]� �If•I fes' • & 84 YI 89 " " 89 WIN ■ � Y� �Y 1' � ► � � �• � 54 DY �' ■ I�� I pM 1=� 11��p p■ � OM1 1=I I■ p �� 1 I=1 1=I 1 1 �,ll� '� • I I^•^1.� li�i� 11^II _.IIIaLO sal■.-n^II �I�.I-..■I■am L��'•�.11^n-.i.as �aY■.-n^II �L��'mal■■.. L®,•1 11^II.-.Y■a��aYYY.-n^II � 1��1�K11 ••1••1-�; � •1 � I �III����IL1������ I Fwwo Illill,lllllllllll � ;L� � �� 1111^I�.1'.��� _ � 1.■11^I•I��II� I Lq ae'+a;rraq I ga;�aem0••_ I. ILIII6I1II1II_y�II -I �• • • i IIIIII■IIIIIIB III■IIIJ1111 M IIIMII ^1� III _ •--ll 71 iNS_���� C3 - ■ rDlfs� �� 1-r•1� ate" um �� a -n -'tea L_--, tri, II,I.� a n-.0 ���n�N �• 1.1-1 � T ■ e Ian Y.i1�l�� Iiia � ��_ - - '� � � �iiE�l ��I��II� =girl. ��■tea 6=`'= '•ff■I I.I', : ®_i 11 11 - ©-n 11 II ,{i_® iaf■I f.�'' : ==a �I o �Y N I tl I�� � p�a� � tl I �� Ilr o�l c•�n,n�a""�� (f■I= li3 n � JI 89 Iltl � � I IIS � •I 11 I � a ■ �I. L I__ � E _�� � � EI C1=�1 r�_ ■� �� III 1� � I u VIII I�■a�a■a Tut 1 IIIm� =�L- -JIL- -��_, �iIIIImryIT�I "°=UNIT I a■aaa Y p ;�-ul � '�YIIN� Im III ._®®I .I� (II1111111 �� ,I� - - ---- _u EI I.■I� ���_IIII� xI r I� ®I Im•ml 1 •. ID �I■11�5•I� � ■ �_ ® p _ _ Ly :.lam Ie.l e.l 11 1111..=. � hII III � ��I`P .. 1■I�. r. q q dh '� I'I ILw = K•ry UNIT I UNIT B �-�__ - meas �� - L, --- ,_1 -- saes L�� I ■ � � _ � � � A ' :Ce Ee O ■ • 1 GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM IO'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 413" ARE. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE:ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF tOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET M0.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET M0-0.1 DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e• B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH AND INTERIORS FOR PAINT COLOR 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. KEY PLAN ® ®z PROJECT 111 Imm ■ KEPHART community • planning • architedwe 2556WP NIITSTREET DENVER, COLORADO 80208 .,.,..wl.n.m seem NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2A10 K LOKGROUP.COM U) Z W 5 M O 00 O /w�U�1 V 0 z(If Q W^Q w LL T W W N U) Q 0 �w U 2 � LU I..V •Q� PC Co Fff09 NAL E10. 03.25.2021 No. Dale Issue E&A.20 M6TP1 5 � pcl lso DJV ft*J Designer DMB Ne 07/25/2019 JONI 218094 rewn Y CP CINdaJ By DS TBe OVERALL LEVEL MECHANICAL PLAN SheaNI Wool �1� C Lf=MMy L L J IV CldlfllYlldll fI-PUM 1RCf1 m GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM IO'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE:ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET 1 MO -0.1 DETAIL 6. By DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET 100-0.1 DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a amhiteclum 2555 WP NUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) Z W 5 M O GD U cf) LU (DJ/ V � LU 9 Z L.L Q W ^Q W � ^ LL T. W VJ W N rHr^ vJ O W U LU I..V .Q�PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Dete Issue f&A.10 M6TP1 Or 5+ 5 RC Ibtl DJV ProFC pesgne DMB Dae 07/25/2019 JONI 218094 Down By CP CIRdaJ By DS Tae ENLARGED LEVEL MECHANICAL PLAN -AREA A SIRWNumEer M2-3a3A GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE:ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. By DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET 100-0.1 DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community Is planning a architedure 2MS WP NUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) Z W 5 M O GD U cf)L�UI�1 J/ V � LU 9 Z L.L Q W ^Q L.L. LL T U) LLU N rHr^ vJ O w U W �0 I..V .Q�PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Delay Issue f&A.10 M6TP1 ot 5+ 5 rolan iIW DJV cmied pevyne DMB Dale 07/25/2019 218094 Dmwn By CP CNreGaJ By DS Tae ENLARGED LEVEL MECHANICAL PLAN -AREA B Mee Number M2-3m3B 10 C C C 455 3s GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM IO'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE:ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. By DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET 100-0.1 DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ENLARGEDI ENLARGED AREA 'A' AREA'S' ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a amhiteclum 2555 WP NUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) Z W 5 M O 00 U cf)LUI�1 0/ (V � LU 9 Z L.L Q W ^Q L.L. LL T U) LLU N rHr^ vJ O w U LU I..L .Q�PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Det¢ Issue f&A.10 M6TP1 Or 5+ 5 RC ibtl DJV ProFC pagne DMB le 07/25/2019 JONI 218094 Down By CP CIRdaJ By DS Tae ENLARGED LEVEL MECHANICAL PLAN -AREA C LMMWNI2-3a3C O GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM IO'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION JO QYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. By DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET 100-0.1 DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD 6`60 SCREEN. THROUGH DRYER DUCT WITH DRE UPYER AND JACK. TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. `5 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 455 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a amhiteclum 2555 WP NUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) Z W 5 M O 00 U l^ �U�1 0L /�.V � LU 9 Z L.L Q W^Q w LL T U) LU W N rHr^ vJ O w U LU I..V .Q�PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Dete Issue f&A.10 M6TP1 Or 5+ 5 RC ibtl DJV ProFC pesgne DMB Dae 07/25/2019 JONI 218094 Down By CP CIRdaJ By DS Tae ENLARGED LEVEL MECHANICAL PLAN -AREA D SBce1NumEer M2=3a3D (15s�— (3�— —UNIT B2e- mi awl 1 -- 1----I — _ - -1....arerrrrrrrrrrls.....r N I[lmrrrrrrrrrrrrrrrrrrrrrrr 1-- ® ®I .arrrrrrrrrrrrrrerrTrrrrreo ® ®' I NO�b' I ' I II�wwi� M=13Ei 14 _T._,rl awl !:7nlui�rre=I .—gip n_. ® ._.-: - ■ N zimvvmliftm� 11 SLI ItI m 100 1=+r.=1^^^• WE u�u �� a -u r'e J /uau.a1-��-u.Hi �-�era """•1u1.,1-" S 7.--- —..nu ��_ — _r/SEE- ..— 1��N �,_ MILBig q, �.IiL•°OI®_,'° I - - .-lL`°�I I'77°I_:1,.1-� u �I�I:�tl:�ll zzzaz rrrrr� �I �lrr�f lrr�f�_ Ilw N1-�1 ©:•F r�IB 11 �lr�flrrNf �_ I� ��� zgrzo 15 I�� Ima 19 i�ii— :..........—L: =-��1 G�=� 1, UNIT B2 III E Iluk II ® 11 UNIT 132e ?n o - --- ---�- - - - - - 3s dB OQ 2n 4UNIT B3 0 0 �o o — 1n Lm 12 I I a ©�I UNIT B3 aUNIT We 11 E� 11 A B Ce Ee He 0 0 �L Me Oe Qe R S n OVERALLLEVEL4 MECHANICAL PLAN ' ins„=J,A„ GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 48" ARE. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET 100-0.1 DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN ® ®z PROJECT 111 Imn ■ KEPHART community • planning • amhitedure 25SSWP NIITSTREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 90402 re: Z W 5 M O 0 Co O cf)Q W � CD ^LU 9 I..L Z (If l< Q W ^Q W � ^ LL T. W VJ W N rHr^ vJ O W U LU I..V .Q�1.1N CLICf4�f o Fff�ONAL E�6�� 03.25.2021 No. De1e Issue f&A.10 M6TP1 5 .n iau DJV RFC pagne DMB No 07/25/2019 JobNuI 218094 rew0 Y CP CNOwd By DS Two OVERALL LEVEL MECHANICAL PLAN McANumber M2-4.1 GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET 1 MID -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MINDA DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND TO- OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a architecture 251 WP NUT STREET DENVER, COLORADO 80205 ksp�ft mm NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2A10 K LOKGROUP.COM U) Z W 5 M O GD U cf) LU (DJ/ V � LU 9 Z L.L Q W ^Q W � ^ LL T. W VJ W N rHr^ vJ O W U LU I..V .Q�PN CLICf4�f o Fff�ONAL E�6�� 03.25.2021 IPI Dale Issue 5+ 5 d1w DJV Road Deegner DMB s 07/25/2019 JONI 218094 Dmwn8y CP CIreWJ By DS Tae ENLARGED LEVEL MECHANICAL PLAN -AREA A MWNumEer M2mm4e3A GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 48" AFF. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. ❑ ❑ Oo S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION d•o COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE ARCH ........... ❑ FOR ADDITIONAL PLENUM INFORMATION. 8. TED RADIATION DAMPER ----- ❑ -_- - EXHAUSTIFAN PENETRATION AT AT CEILNG MEMBRANE. R COORDINATE INSTALL BETWEEN TRUSSES. ------------- 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A ® oo LJ"� a MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. o, 0 ob O'o 0TE— ED 0 a - PROVIDE WITH RAIN CAP AND BIRD SCREEN. Ifl10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED 8"z8"OSA FCU. _ __ 1 _ __ _ 19 0 U o 19 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH 10x10 „ A) EXHAUST DUCTS TO ROUTE I AND OUT INTERIOR A 0 (3) FCU o" 70 WALL BEHIND CONDENSING UNITS. REFER TO SHEET _ i MO -0.1 DETAIL 6. 10'k6 -SA A '-1817 By DRYER DUCT TO ROUTE UP AND TERMINATE OUT 8AC ���� $106 AIR 4 WALL BEHIND CONDENSING UNITS. REFER TO SHEET 0 MO.0.1 DETAIL 6. ��- i r 1 �� C) ROUTE CONCENTRIC VENT KIT UP AND TERM INATE 1 / OUT WALL BEHIND CONDENSING UNITS. REFER TO 8n — — — — — — 8 n) SHEET MO -0.i DETAIL 6. NW PW CORRIDOR 74-057 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. d 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM (.I Cn1 _ _ _ FREE AREAS AS SHOWN ON PLANS. I VI 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON ® THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK R PER FIREPLACE MANUFACTURER RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT �\ l\COLOR. (14n� - — — — — — — — — — — ----(14n)17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH N Yi TRASH SHOOT TO AVOID CONFLICTS. lJ 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. n - 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO ------ SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. n ENLARGED LEVEL 4 MECHANICAL PLAN -AREA B N KEY PLAN ® j PROJECT 111 �� ■ KEPHART community • planning a architecture 2555 WP NUT STREET DENVER, COLORADO 80205 kai mm NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2A10 K LOKGROUP.COM �/ I Z W 5 M O GD U l^ �U�1 L.1_ /�.V � LU 9 Z L.L Q w/ Qw U) I L.L. LU N U) Q O �w U LU I..V 1. ,0 C o il FffIONAL 03.25.2021 No. Dale Issue f&A.20 M6TN 5+ 5 mien iIW DJV cmiem vienne DMB ai Dale 07/25/2019 ai Jobilhamiaer 218094 ai Dmwn By CP ai CNided By DS ai Tae ENLARGED LEVEL MECHANICAL PLAN -AREA B Meet Number M2mm4e3B 10 C SS C C 4S 35 GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE:ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MID -0.1 DETAIL 6. By DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MINDA DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. �12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ENLARGEDI ENLARGED AREA 'A' AREA'B' ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a architecture 251 WP NUT STREET DENVER, COLORADO 80205 ksp�ft mm NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2A10 K LOKGROUP.COM U) Z W 5 M O 00 O cf)L�UI�1 J/ V � LU 9 Z L.L Q W ^Q L.L. LL T U) LLU N rHr^ vJ O w U LU I..V .Q�PN CLICf4�f o Fff�ONAL E�6�� 03.25.2021 IPI Dale Issue f&A.20 N6TN 5+ 5 d1w DJV Road Deegner DMB % 07/25/2019 JONI 218094 Down By CP CIreWJ By DS Tae ENLARGED LEVEL MECHANICAL PLAN -AREA C LIMWN2-4i C GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 10 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. L9 1 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 7$ 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MID -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MINDA DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT 6 ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT 5 THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR :S) TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a architecture 251 WP NUT STREET DENVER, COLORADO 80205 ksp�ft mm NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2A10 K LOKGROUP.COM U) Z W 5 M O 00 U cf)L�UI�1 J/ V � LU 9 Z L.L Q W ^Q L.L. LL T U) LLU N rHr^ vJ O w U LU I..V .Q�PN CLICf4�f o Fff�ONAL E�6�� 03.25.2021 IPI Dale Issue 5+ 5 d1w DJV Road Deegner DMB s 07/25/2019 JONI 218094 Dmwn8y CP CIreWJ By DS Tae ENLARGED LEVEL MECHANICAL PLAN -AREA D MWNumEer M2=4e3D A B DwI Fw =r ILL ff i m m DO _ m m m m m m m m (18n (17s} — — --(17s) Fw Nw R -P (16n-- — — 0 (15s) — — 0 e_ 0 (13s} - - R" --�13s) (14n - - ® ® - - -----�14n) a I I o ' Ce Ee He Me Oe Qe j LI—IL in n I I I 9 [° m LID m m m mm m m m m ! n m m Bn ,3.,,3 E13 11 1„�r4 41 r N, ,Y - - - .v.ti H nit : B i I I I -- - ---- - --4s ,.,.._ — I m I I m m 1n, in -- I P m m I' CA) B CeI LI Ee He J =1 y_ �L Me Oe Qe R S EmIld GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 4W AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE ARCH FOR ADDITIONAL PLENUM INFORMATION. 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MIDI DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. N KEY PLAN ® 4 PROJECT 111 �� ■ KEPHART community • planning Is architecture 2565 WALNUT STREET DENVER, COLOw.00 80205 NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2410 K LOKGROUP.COM U) Z 5W M O 00 O cf) J/ V W�I�1 � LU 9 Z L.L I< N� (.1_ �f Wa. T. LL T U) W W N rU)r^ vJ O w U LU c I..V CLIC- o i r y f KWh FffxONAL 03.25.2021 No. Drte Issue f&A.20 N6TP1 5 � .n DJV ROTC Deegner DMB Ne 07/25/2019 JONI 218094 mwn Y CP Clii By DS TBe OVERALL ROOF LEVEL MECHANICAL PLAN &AV NumEer M2=5e1 I �s MAIL Fl -06-1 AC_ 1 (4) 125 LOBBY 101 aSET ROOM BREAK OUT LOUNGE 4 1-0-1 F410c 19 vfj J 5 I _ Lt� 19 COR 1IDOR 45 I I K ENLARGED LEVEL 4 AMENITIES MECHANICAL PLAN K � Me Oe ELF. III I n 1110 LII_ _ ..NG ,Ill 2 10x8 1f FB �7 — A� 1 (4) 3�F} 26 SUN ROOM 121 10"x 942 SF 18X18 e TO MGR. OFF 8%8 ._ I 1 103 F itl'1 05A ZCONF e00FF 04 2 0102E CU o V _ _10.10 _ _ — — E 2006 VEST 00 5 y ® - � 4 I I I --------------- 0 I I I I I I Ee He ll ENLARGED LEVEL 1 AMENITIES MECHANICAL PLAN 1/19" = V-0" 0 © ' 1s'x10^EA �i. t•llllll aiG� VII!I_ y� II l m S III' EF I _i 1S © LOUNGE 712-0 1111 v -. 10 118 C Ilill p STUDIO 10 115 11 2X12 9 n GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM IO'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 48^ AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MI DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 111 �� ■ KEPHART community • planning a architecture 2MS WP NUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2410 K LOKGROUP.COM U) Z W 5 M O 00 U cf) LU (DJ/ V � LU 0 Z L.L Q W a. w �/ I w T. W N U) O w U 2 � LU PNCLICf�xo y� 2� � :Wh FffIONAL EN6��A, 03.25.2021 No. Bane Issue f&A.10 M6TP1 z 0vl i CWNERR aN 5 9 .n DJV D FC pagne DMB lDae 07/25/2019 JONI 218094 mw0 y CP CIRdaa By DS Tae ENLARGED AMENITIES MECHANICAL PLAN SBceINumLer M3-081 1s'x10^EA II WO S EF I - -. 10 118 C FITNESS 116 1 F±1 t XB �"EII bf t� 19 4"eEA YOGA 117 I I 12x6 E (3) I 210 1 12"x10"SA 1 e 16X16 — — — — — — — — 19 T STG 132 — — — — — — — — ED H POOLEQU�C — 18 B 133 8 10.00SA 18"OOSA 2n'11011 I I B 0 Ixl O L Me Oe Qe R n GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM IO'SEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 48^ AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER. 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. S. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER. S. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYPJ. COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RIE ARCH FOR ADDITIONAL PLENUM INFORMATION, 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE A MINIMUM OF LOFT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO.0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MI DETAIL 6. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT e- B -VENT FLUE AND 10" OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAINTED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 111 �� ■ KEPHART community • planning a architecture 2MS WP NUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2410 K LOKGROUP.COM U) Z W 5 M O 00 U cf) LU (DJ/ V � LU 0 Z L.L Q W a. w �/ I w T. W N U) O w U 2 � LU PNCLICf�xo y� 2� � :Wh FffIONAL EN6��A, 03.25.2021 No. Bane Issue f&A.10 M6TP1 z 0vl i CWNERR aN 5 9 .n DJV D FC pagne DMB lDae 07/25/2019 JONI 218094 mw0 y CP CIRdaa By DS Tae ENLARGED AMENITIES MECHANICAL PLAN SBceINumLer M3-081 © Il���tl' I © X11■ U 230 I t —;I• LIVING I II I II I EI�I� 0 II II 111 rrIII'I' �,� fll'•��I' II _fir Emil rpff uI FC EF A A mEA n UNIT AO MECHANICAL PLAN n UNIT B2 MECHANICAL PLAN114 n UNIT Ata MECHANICAL PLAN UNIT A2 MECHANICAL PLAN n UNIT B1 MECHANICAL PLAN /,1 UNIT AI MECHANICAL PLAN GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 10' SEPARATION FROM( AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 48" AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER 5. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYP.). COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE ARCH FOR ADDITIONAL PLENUM INFORMATION. 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LOCATE MINIMUM OF 10FT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL B. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15. CONNECT 8"B -VENT FLUE AND I O.OSA DUCT TO FIREPLACE (STELLAR HEARTH 5 -ST -3 -GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16. DIFFUSER TO BE FIELD PAIbRED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 111 �� ■ KEPHART community • planning a architecture 2MS WALNUT STREET DENVER, COLORADO 80205 kWhaft mm �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM FEMM Z 5W M O 00 U l^ �U�1 L.L /�.V � LU 9 Z L.L F Q W^Q w LL T U) I W W N rHr^ vJ O w U LU CLIC. o y� 2� FffIONAL E�6X� 03.25.2021 No. Dale Issue f&A.20 MRTPL z Bvi 1 CWNERB aN m AV E05 RC ibtl DJV D0FC1 pesgne DMB 0000000s 07/25/2019 000000 JobNi 218094 000000 Down By CP 000000 Cbadad By DS 000000 TIe TYPICAL UNIT MECHANICAL PLANS Shcel Number M3 -0e2 y UNIT 63e MECHANICAL PLAN 7� UNIT 62e MECHANICAL PLAN n U1"_M CFCHANICAL PLAN /1 UNIT B2B MECHANICAL PLAN GENERAL NOTES: 1. THE DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL OFFSETS, TRANSITIONS, ELBOWS, ETC. AS REQUIRED IN DUCTWORK, PIPING, SUPPORTS, ETC. TO COMPLETE THE WORK IN A CLEAN FUNCTIONAL INSTALLATION THAT IS FULLY COORDINATED WITH ALL OTHER TRADES. ANY PRICING EFFORT SHALL TAKE THESE FACTORS INTO ACCOUNT. 2. MAINTAIN MINIMUM 1(ySEPARATION FROM OUTSIDE AIR INTAKES TO TERMINATIONS OF EXHAUST, COMBUSTION AIR, PLUMBING VENTS, ETC. AS REQUIRED BY CODE. 3. COORDINATE SPACE TEMPERATURE SENSORS AND THERMOSTAT LOCATIONS TO ALIGN HORIZONTALLY WITH LIGHT SWITCHES. MOUNT AT 48" AFF. KEY NOTES: 1. PROVIDE SIDEWALL OUTSIDE AIR INTAKE LOUVER 2. PROVIDE WATER HEATER CONCENTRIC VENT KIT. SIZE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS 3. PROVIDE SIDEWALL DRYER DUCT TERMINATION PER MANUFACTURER'S RECOMMENDATIONS. 4. PROVIDE SIDEWALL EXHAUST LOUVER 5. FIRE DAMPER AT CEILING MEMBRANE PENETRATION (TYP.). COORDINATE VERTICAL DUCT LOCATION WITH TRUSS LAYOUT. 6. PROVIDE CEILING RADIATION DAMPER AT RATED GRILLE PENETRATION AT CEILING MEMBRANE PENETRATION. 7. TRANSFER AIR INTO FCU RETURN AIR PLENUM. RE:ARCH FOR ADDITIONAL PLENUM INFORMATION. 8. PROVIDE FACTORY MOUNTED RADIATION DAMPER FOR EXHAUST FAN PENETRATION AT CEILING MEMBRANE. COORDINATE INSTALL BETWEEN TRUSSES. 9. OSA TO ROUTE UPWARDS THROUGH ROOF. LEGATE MINIMUM OF 10FT FROM ANY EXHAUST TERMINATIONS. PROVIDE WITH RAIN CAP AND BIRD SCREEN. 10. INTERLOCK MOTORIZED DAMPER WITH ASSOCIATED FCU. 11. LEVEL 4 UNITS LOCATED BELOW CONDENSING UNIT COUCH. A) EXHAUST DUCTS TO ROUTE UP AND OUT INTERIOR WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.7 DETAIL 6. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET Mi DETAIL 6. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE OUT WALL BEHIND CONDENSING UNITS. REFER TO SHEET MO -0.1 DETAIL B. 12. LEVEL 4 UNITS LOCATED BENEATH SLOPED AND FLAT ROOFS. A) EXHAUST DUCTS TO ROUTE UP AND TERMINATE THROUGH ROOF. PROVIDE WITH RAIN CAP AND BIRD SCREEN. B) DRYER DUCT TO ROUTE UP AND TERMINATE OUT THROUGH ROOF WITH DRYER JACK. C) ROUTE CONCENTRIC VENT KIT UP AND TERMINATE VERTICAL THROUGH ROOF. 13. PROVIDE SIDEWALL EXHAUST LOUVER WITH MINIMUM FREE AREAS AS SHOWN ON PLANS. 14. IN THE CASE WHERE THE WH CLOSET IS LOCATED ON THE INTERIOR OF UNIT Al EBB -A SHOULD NOT BE INSTALLED. 15, CONNECT 8"B -VENT FLUE AND I O.OSA DUCT TO FIREPLACE (STELLAR HEARTH 5-ST3-GL BY OTHERS). INSTALL DUCTWORK PER FIREPLACE MANUFACTURER'S RECOMMENDATIONS. 16, DIFFUSER TO BE FIELD PAIbRED BRONZE. CONTRACTOR TO COORDINATE WITH ARCH. AND INTERIORS FOR PAINT COLOR. 17. CONTRACTOR TO COORDINATE EXHAUST DUCT WITH TRASH SHOOT TO AVOID CONFLICTS. 18. PROVIDE POOL AND SPA HEATERS WITH POWERED DIRECT VENTING OPTION. ROUTE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 19. ROUTE POOL AND SPA HEATER INTAKE AND EXHAUST TO SIDEWALL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 111 �� ■ KEPHART community • planning Is amhitectum 2565 WALNUT STREET DENVER, COLORADO 80205 kWhaft mm ZKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2410 ;G@KL0jKGR0UPC0M Z W M 00 O O U l^ �U�1 0L /�.V � LU 9 Z L.L F Q W^Q w LL T U) I W W N rHr^ vJ O w U 2 � LU "Q�PN CLICf4�f o Fff�ONAL E�6X� 03.25.2021 No. Dale Issue Was 'D AM REAL 2 DLi 1 CWNERR aN m $ RC lM1tl DJV Most Deegne DMB s 07/25/2019 JONI 218094 Down By CP CbeGeL By DS Two TYPICAL UNIT MECHANICAL 114 PLANS SAR Number M3-0.3 PLUMBING LEGEND ( NOT ALL SYMBOLS LISTED BELOW ARE BEING USED IN THIS SET OF MECHANICAL DRAWINGS) ABBREVIATIONS: PLUMBING FIRINGS AND VALVES AFF ABOVE FINISHED FLOOR. SYMBOL ABBR DESCRIPTION AEG MOVED FINISHED GRADE BOP BOTTOM OF PIPE (AFF) ELBOW UP I.E. INVERT ELEVATION C ELBOW DOWN NTS NOTTOSCALE TOP TOP OF PIK(AFF) TEE UP VHF VENT BELOW FLOOR TEE DOWN ON DOWN (N) NEW ---- PIPECAPORPLUG (E) EXISTING (R) RELOCATE GC GAS COCK �I CO CLEANOUT PLUG FT i, HB HOSE BIBB, IJP` WH WALL HYDRANT SYMBOLS VB VACUUM BREAKER SYMBOL DESCRIPTION O RD ROOFDRAIN SECTION NO. Q OD OVERFLOW ROOF DRAIN SECTION VIEW DSN DOWNSPOUT NOZZLE M SHEETNO. IsII TB THRUST BLOCK F DETAIL DESIGNATION VV GV GATE VALVE M1 Qggy OUTSIDE STEM AND iO PLUMBING RISER CALLOUT OKE I—I -><33 DV DRAINVALVEWIHOSE I� END CONN. SHEET KEY NOTES BALL VALVE IND HOSE POINT OF CONNECTION CONNECTION POINT OF DISCONNECTION CHECKVALVEWITH N CV FLOW DIRECTION ARROW INDICATES y DIRECTION OF FLOW Ik PRV PRESSURE REDUCING VALVE Vy POSE IN DIRECTION 191 Ty OF FLOW 1 SV SOLENOID VALVE ON DROP IN DIRECTION FCV AUTO FLOW CONTROL OF FLOW VVJJ VALVE WI LEST PORTS EQUIPMENT DESIGNATIONS r CS CIRCUITSETTER F POWERED EQUIPMENT GLV GLOBEVALVE DESIGNATION �T (STRAIGHT PATTERN) GLV GLOBEVALVE F NON -POWERED EQUIPMENT T (ANGLE PATTERN) 1 DESIGNATION BEV BUTTERFLYVALVE FCU INDICATES TYPE OF EQUIPMENT BV BALL VALVE 1-01 INDICATES SEQUENTIAL UNITNUMBER AUTOMATIC TEMP. INDICATES LEVEL TCV CONTROL VALVE, 2 -WAV Q TCv AUTOMATIC TEMP. y�4nX`�F CONTROL VALVE, SWAY PIPING yM w PLUGVALVE SYMBOL ABBR DESCRIPTION Ar— TPR TEMPI PRESSURE T RELIEF VALVE — (E) — (E) EXISTING PIPING EXISTING PIPING VALVE IN FIBER TO BE REMOVED STRAINER W/ BLOW -OFF DOMESTIC STIR &CAPPED HOSE -END —CW—CW COLD WATER CONNECTION DOMESTIC -IMF EJ EXPANSION —HW— HW HOTWATER JOINT ---T— T TEMPERED WATER ~ U UNION DOMESTIC HOT THERMOMETER —HWC— HWC WATER CIRCULATING W/QIERMOWELL SANRARYWASTE W AV AIR VENTIAIR —W— ABOVE FLOOR PAV ADMITTANCE VALVE SANITARY WASTE FLEXIBLE PIPE —W— W BELOW FLOOR —I®F FC CONNECTOR —GW— GW GREASEWASTE FS FS FLOW SWITCH BELOW FLOOR PRESSURE —V— V SANITARYVENT PS PS SWITCH PRESSURE STORM PIPING PO' GAUGE W) COCK —ST— ST ABOVE FLOOR — ST— HT STORM PIPING SHOCK ARRESTOR BELOW FLOOR WIBALL VALVE OD STORMOVERFLOW FO FLOOR GRAIN STORMOVERFLOW 0 FS FLOOR SINK —OD— OD BELOW FLOOR —G— G NATURALGASO FCO FLOOR CLEANOUT —F— F FIRE GCO GRADE CLEANOUT —DR— DR EQUIP. DRAIN WCO WALL CLEANOUT Co CI.EANOUTPLUG —A— A COMPRESSEDAIR PIPE TREE JIL VTR VENT THRU ROOF —2^N— PIPE TYPE PLUMBING GENERAL NOTES: 1. ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODES AND INCLUDING LOCAL AMENDMENTS. REFER TO ARCHITECTURAL CODE PLAN. A. 2018 IFC AND NFPA B. 20181MC C. 2018 IK D. 2018 IFGC E. 2019IECC 2, ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY SPECIFICALLY OTHERWISE, 3. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS A BASIS OF DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE PLUMBING CONTRACTOR FOR SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS AND PERFORMANCE. 4. PLUMBING FIXTURES SHALL BE WHITE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 5. PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION, WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. PLUMBING CONTRACTOR SHALL SET HIS OWN EQUIPMENT AND FIXTURES AND MAKE ALL FINAL CONNECTIONS. 6. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR THIS SCOPE OF WORK AND OR CORE DRILL REQUIREMENTS. COORDINATE WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER AS REQUIRED. 7. PLUMBING CONTRACTOR SHALL COORDINATE ALL RISER LOCATIONS WITHIN FLOOR PLAN AND SLAB ABOVE. ALL FLOOR SLAB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 8. PLUMBING CONTRACTOR SHALL COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 9, PLUMBING CONTRACTOR SHALL CLOSELY COORDINATE ALL NEW PLUMBING WITH EXISTING MECHANICAL PLUMBING, ELECTRICAL, FIRE PROTECTION, STRUCTURAL AND ARCHITECTURAL MEMBERS PER DIVISION 22 FOR CEILING SPACE ALLOCATION PRIORITIES. 10. PLUMBING CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PRIOR TO COMMENCING NEW WORK NO ADDITIONAL COST WILL BE ALLOWED FOR CONTRACTORS FAILURE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. 11. DRAWINGS ARE DIAGRAMMATIC AND SHOWS THE GENERAL DESIGN INTENT, ARRANGEMENT AND EXTENT OF THE PLUMBING SYSTEMS. PLUMBING CONTRACTOR SHALL NOT SCALE OFF THE DRAWINGS NOR USE THEM FOR SHOP DRAWINGS. WHERE ALTERNATE ROUTINGS, OFFSETS AND TRANSITIONS ARE REQUIRED FOR FIELD COORDINATION OF ALL TRADES, THE PLUMBING CONTRACTOR SHALL MAKE CHANGES WITHOUT WRITTEN APPROVAL. 12. CONTRACTOR SHALL NOT SHUT-0FF, PUT OUT THE SERVICE ANY SYSTEM OR SERVICE WITHOUT FIRST COORDINATING ALL DOWN TIME WITH THE OWNER'S PERMISSION. CONTRACTOR SHALL PROVIDE DETAILED M.O.P. AS REQUIRED. CONTRACTOR SHALL NOT BEGIN WORK WITHOUT WRITTEN APPROVAL. 13. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ALL ITEMS LISTED IN PLUMBING SCHEDULES AND AS REQUIRED IN EACH SECTION OF THE SPECIFICATIONS TO THE ENGINEER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE ITEMS. 14. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CNIL DRAWINGS). 15. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLANS. 16. PROVIDE BALANCE OF DOMESTIC WATER CIRCULATION SYSTEM TO GPM INDICATED ON PLAINS. 17. PROVIDE GAS COCK AND PRV ON ALL GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. IB WHERE A GAS REGULATOR IS NEEDED INSIDE OF BUILDING INSTALL A VENT LESS GAS REGULATOR. 19, ALL THREADED HOSE CONNECTIONS TO DOMESTIC WATER SYSTEM SHALL HAVE AN APPROVED VACUUM BREAKER. IE: HOSE BIBS, WALL HYDRANTS, SYSTEM DRAINS, EQUIPMENT DRAINS, ETC. 20. PLUMBING CONTRACTOR SHALL INSTALL WATER HAMMER ARRESTERS AND BALL VALVE AT ALL QUICK CLOSING DEVICES AND VALVES. INSTALL ACCESS DOOR ATA MINIMUM OF 1TX17 AND COORDINATE LOCATION WITH ARCHITECT. 21. PLUMBING CONTRACTOR SHALL PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS, PLUMBING CONTRACTOR SHALL COORDINATE LOCATION WITH ARCHITECT. 22. PROVIDE LOOSE KEY STOPS FOR ALL PLUMBING FIXTURE SUPPLIES WITHIN THE FIRST FLOOR AMENITYAREA 23. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND STORM RISER PER IPC. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 24. IT IS THE PLUMBING CONTRACTORS RESPONSIBILITYTO PROVIDE BACKFLOW PREVENTION AS REQUIRED BY CODE ON ALL PLUMBING, MECHANICAL EQUIPMENT AND IRRIGATION INCLUDING BUT NOT UMITED TO COFFEE MAKERS, JUICE MACHINES, TEA BREWERS, ICE MAKERS, ETC. 25. CONTRACTOR SHALL PROVIDE REDLINE MARKUPS OF ANY FIELD CHANGES OR MODIFICATIONS ON THE CONSTRUCTION SET OF DOCUMENTS. REDLINE DRAWINGS SHALL BE REQUIRED WHETHER COORDINATION DRAWINGS ARE REQUIRED OR NOT. 0 26, ALL SANITARY PIPING ABOVE AND BELOW GRADE 3" AND SMALLER SHALL BE SLOPED AT 114' 1 PEWPT. SANITARY PIPING ABOVE AND BELOW GRADE 4'AND GREATER SHALL BE SLOPED ATA MINIMUM OF 118' PERIR. REFER TO TABLE 710.1(1) IN IPC. ALL SEWER UNES AT LESS THAN 2% MUST BE VERIFIED BY STATE LICENSED SURVEYOR. 27. ALL STORM PIPING AND SAND OIL PIPING SHALL BE SLOPE AT A MINIMUM OF 118' HUT. 111 �� ■ KEPHART community • planning a architedum 251 WALNUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) Z W 5 M O 00 O Vlaa� l^ LU (DLL V Lu 9N�/ z L.L F LQ W0.w LL T U) ) W W vr�^^ rJ O w U 2 W .Q�.0CLIC. o y _: Fff�ONAt 03.25.2021 No. Dale Issue XUSX MRTPl 1 12 mveo''5 leu 1w DJV kmwny DMB 0 SIT 07/25/2019 218094 CPDS PLUMBING LEGEND & ABBREVIATIONS LP O -0a0 CAST IRON COVER 8 RING FINISHED GRADE LIGHT DUTY CAST IRON COVER 8 RING (COVER I DIA) B'DEEP CONCRETE ./ /.��� PAD, B"BEYOND :l./ /../ /../ �`/!/ VDEEP CONCRETE �%�'/t%A'/tmx/ ALL SIDES OF CAST IRON CLEANOUT EER- PAD, 8' BEYOND CAST IRON CLEANOUT FER- J// CLEANOUT BODY. RULE WUBRICDHEAD BRASS ALL SIDES OF RULE WUBRICDHEAD BRASS PLUG. LUBRICATE PLUG CLEANOUT BODY. PLUG. LUBRKIAEASEAF THREADS SE AFTER MULTIPLE CLEANOUTS THREADS (TYLER 0035 SERIES) ION. INSTALLATION. TOPOF INSTALLEDSIDEBV ION. TOSEAFTER OF FOR SEWER DIA CLEANOUT SHALL BE 2-02" SIDE SHALL BE CLEAllATION.TO B E2 CLEANOUT SHALL BE 2-112' Y CL A MAX. BELOW TOP OF COVER. CONCRETE NCRE COMBINATION Y& MAX BELOW TOP OF COVER. OR JOB FABRICATE OR JOB FABRICATE 8'x8'x4" PIANDGLE Vil BEND FITTING FLOW ( CLEANOUT -2 -WAY GRADE CLEANOUT NO SCALE REDUCED PRESSURE BACKFLOW — PREVENTION ASSEMBLY 3'CWTO DOMESTK;MNDUSTRI E- A WATER SYSTEMS PIPE MIN SOLENOID CONTROL VALVE BACKFLOW SAFETY L DISCHARGE WITH FUNNEL ANO DISCHARGE PIPING ROUTED TO FLOOR T FINISHED FLOOR WILKINS MODEL EST ELECTRIC SOLENOID n DOMESTIC WATER ENTRY DETAIL (S" AND LARGER) NO SCALE �J \ 2 C.O. 'SAN I n ISLAND SINK AAV VENT DETAIL L NO SCALE FLOW CLEANOUT -EXTERIOR GRADE NO SCALE STRAINER WITH 1/2' BLOW DOWN VALVE & WIRE MESH BASKET ISM OPEN AREA (FA) S HOLES PER SQUARE INCH. PROVIDE 2 EXTRA BASKET STRAINERS. 0 e' ADJUSTABLE TYPECLEANOUT FINISHED FLOOR FLUSHW/FINISHED FLOOR �� SEE SPECIFK;ATIONS— FLOW WASTENENT PIPING FLOOR CLEANOUT(FCO) PROVIDE EXTENSION IF GREATER THAN 3' WALL PLATE, CHROME PLATED (SEE SPECS) WALL OPENING SHALL BE V LARGER THAN PLUG DIAMETER THREADED BRASS ROD OR MACHINE SCREW CLEANOUT TEE W/TAPER THREADED BRASSPLUG WALL CLEANOUT(WCO) n CLEANOUT - INTERIOR CLEANOUTS NO SCALE SaICN[ON SURFACE —DETERMINE TOTAL WALL THICKNESS FOR HYDRANT SHUTOFF VALVE DISTANCE WALL HYDRANT SHUTOFF CLAMP n FR- ZEPROOF WALL HYDRANT (WH -1) DETAIL NO SCALE 1-10 THICK PIPE INSULATION (1) PIPE SUE LARGER THAN PIPE. 010 MODEL RT. STAT TO LOCKOUT HEATING ABOVE 40° F AMBIENT TEMP. PROVIDE COLD LEADS TO ELECTRICAL CONNECTION. NOTE: MECH. CONTRACTOR TO PROVIDE HEAT TAPE. n HEAT TAPE DETAIL NO SCALE n LAV / SINK WASTE PIPING DETAIL NO SCALE _ HwR Nei DX FAN ALL COMPONENTS SHALL BE RATED COIL UNIT FOR USE IN POTABLE WATER SYSTEM. FOR MORE INFORMATION REFER TO MECHANICAL PLANS I TYPICAL SYSTEM DRAIN VALVE CHECKVALVE --- —-------- -----f-------f 3/4"CW FROM UNIT ----- -- —ol 3/4"CW TO UNIT AMTROL I I 41I I THERMOMETER i —53/4 HW (110 °F)TOUNIT EXPANSION UI—' THERMOMETER I TANK DET -1 I .—+INCREASER POWER VENT f� INSTALLHEATTRAPS II REFER TO 'L TYPICAL I DOMESTIC WATER TEMPERING MIXING VALVE SET OUTLET MECHANICAL PLANS I DIELECTRIC TEMPERATURE TO 110°F. UNION / INSTALL ACCORDING TO 1"CWOR3/4'CW �I I MANUFACTURER'S RATED T & P RELIEF I RECOMMENDATIONS. VALVE PIPE FULL SIZE I WATER METER M 7GWH-1 TO FLOOR DRAIN I 1"CW OR 3/4' CW TYPICAL DRAIN DOWN VALVE (N.C.) FLOOR MIN, 2" DEEP SHEET METAL DRAIN PAN WITH 1" DRAIN OUTLET IN SIDE. ROUTE WITH RELIEF VALVE AND DISCHARGE AT FLOOR DRAIN WITH AN APROVED AIR GAP. n WATER HEATER COIL COMBO NO SCALE LIVING UNITS 111 �� ■ KEPHART community a planning a amhitedwe 2SSWPLNUTSTREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM v I FEMM Z W 5 M O 00 O l^ W N ! I� V ( LL Lu 9 �` ~ zL GI \\\ L Q W0.w LL T U) ) W W Q O �w U 2 � Lu co Cco 1. .Q� ,0 CLICf�.o y S t. Fff�ONAL E�6�� 03.25.2021 No. Dale Issue f&A.10 MTDPl 5+ 5 n Iw Dl ReFC paltrier DMB Dole 07/25/2019 JobNi 218094 rewn Y CP CINnwd By DS L BING DETAILS O -0a1 FLOOR OR GRADE NOTES: (TYPICAL) ELEVATOR SHAFT UPSIZE TO 3' ONCE THE PIPE BECOMS GRAVITY FEAR. WHERE MULTIPLE PUMPS AAE IDENTIFIED ON THE PWJS AT THE BASE OF A COMMON HOISTWAY, EACH PUMP SHALL BE PIPED SEPARATELY AS SHOWN ON PLANS. CEILING FINAL LOCATION WITH G.C. PRECAST REINFORCED CONCRETE TOP SLABS (REMOVABLE) WITH LIFTING RINGS AT CORNERS (RETRACTABLE) NON SHRINK GROUT AROUND ALL PIPE OPENINGS. C&O GRATE IF REQUIRED SPEC AND P A CAPACCITIT Y CU.F ) CODE TWO COMPARTMENT TANK INCHES W INSTALL BY G.C. PROVIDE OPENING A B C D IN TOP OF GRATE FOR DISCHARGE 300 21 48 ------------ PIPE AND ELECTRICAL CORDS 24 21 12 2 BOTTOM OF ELEVATOR SHAFT --------------------- 42 48 96 64 HIGH LEVEL CONTROL 38 12 2 1000 fi0 72 FLOAT(NORMALLY 72 ON 30 12 2 1500 OPEN 72 120 80 40 40 12 2 F OFF FF FEE SR SECURET TO: \�2WWVEEPCAST IN SUMP BY G.C. n ELEVATOR SUMP PUMP DETAIL L/ NO SCALE 1. 'U" BOLTS TO BE USED AS GUIDES ONLY, NOT ANCHORS. 2. 'U" BOLTS ON EVERY THIRD HANGER 3. DO NOT TIGHTEN "U' BOLTS ON PIPE OR INSULATION, LEAVE LOOSE. 4. PROVIDE SHEET METAL SLEEVE AROUND PIPE IN SUUITION AT ALL HANGERS. SEE SPECS FOR INSULATION. S. &LOW CLEARANCE BETWEEN PIPE INSULATION FOR PIPE EXPANSION. 6. DO NOT PLACE"U' BOLDS ON PIPES WITHIN 20 FT. OF 90" HORIZONTAL BEND TO ALLOW PIPE TO SLIDE ON HANGERS. (3) ELECTRICAL CORDS FROM PUMP CONTROL BOX FLOAT SWITCH AND OIL MIN DER PROBE TO SUMP PUMP CONTRI PANEL FLOOR OR GRADE BEAMC (AMPS RE TRAPEZE m UNES OR P3000 UNISTRUT. TRAPEZE PIPE HANGER DETAIL INSUTARON WITH VAPOR BARRIER JACKET 14 GAGE GPLV. STEEL INSULATION PROTECTION SHIELD SIDE CLAMP EE SOCKET BEAM F �HANGCHANGER ROD STEELANGLE WELDED TO BEAM CLEVIS HANGAR PIPING SUPPORT DETAIL n PIPING SUPPORT DETAIL NO SCALE VERIFY EXACT DEPTH OF MANHOLES. STAINLESS STEEL \ CLAMP S EQUAL WATER LINE BAFFLE INLET PIPE WALL �SIZE C _T D 12' Lk STE SECTION SIA (2) TVENTS MAY BE CONNECTED O TOGETHER+42-AFG WITH COMMON SEPARATE TVENTTO EXTEND TO 2Y AS REQUIRED BY BLDG DEPT. VENT REFER TO PLANS TO MEET R20 DETAIL SHOWN IS FOR RECOMMENDED 'CONFIGURATION. ACTUAL CONFIGURATION SHALL BE AS REQUIRED BY LOCAL AUTHORITY. PRIMARY CHAMBER GRADE PIl b V -W MIN. FROM BUILDING (ALL MOUND)�--�� A - 49V L - CONTINUATION TO STORM WATER PIAN VAULT. REFER TO PLUMBING DRAWINGS FOR CONTINUATION. a APPRO%DIMENSIONS RATED CAPACITY GALLON P A CAPACCITIT Y CU.F ) CODE TWO COMPARTMENT TANK INCHES W L A B C D E 300 21 48 72 48 24 21 12 2 750 42 48 96 64 32 38 12 2 1000 fi0 72 108 72 S6 30 12 2 1500 90 72 120 80 40 40 12 2 NOTE: Ill NOTE: G=D2T rl TWO COMPARTMENT SAND/OIL INTERCEPTOR DETAIL L NO SCALE YPMINIM 1CIbY0will go4[tl: :M PLACE WATER HAMMER ARRESTORATTHE END OF THE BRANCH UNE BETWEEN THE LAST TWO FUTURES SERVED, AS SHOWN. SELECT REQUIRED MODEL USING FIXTURE UNIT SONG. 8:L1C[N:III.IbYO:(Ngga100Ydltlq�l PLACE AN ADDITIONAL WATER HAMMER ARRESTOR AS SHOWN AT RIGHT. SELECT REQUIRED MODELS USING FIXTURE UNIT SIZING. THE SUM OF THE FIXTURE UNIT RATINGS OF UNITS X AND Y SHALL BE EQUAL TO OR GREATER THAN THE DEMAND OF THE BRANCHES. NOTE: MATCH TOTAL FIXTURE UNRS OF BRANCH LINE TO CORRECT SIZE OF WATER HAMMER ARRESTOR. WATER HAMMER ARRESTOR TYPICAL TYPICAL BRANCH LINE SHUTOFF ISOLATION VALVE. INSTALL 1Tx12' MIN. ACCESS RISER PANEL AT EACH LOCATION. WATER HAMMER ARRESTORS SHALL BE PROVIDED AT ALL FILATURE GROUPS WHERE FIXTURES HAVE QUICK CLOSING - UP TO 20-0' - VALVES AND AT INDIVIDUAL FD(TURE& EQUIPMENT WITH QUICK CLOSING VALVES WATER HAMMER ARRESTOR TYPICAL BRANCH LINE 1 RISER OVER 20' P.D.I. WATER HAMMER ARRESTORS WATER HAMMER ARRESTOR CAPACITIES CODE CONN. PDI FIXTURE CUBIC 1412' SUE SUE UNIT INCH B C D CAPACITY VOLUME SA -1 112' A 1 TO 11 5 SA -2 314' B 12MM 7 SA3 1' C W TO W 11 SAA 1 D 61 TO 113 20 SAS 1' E 114 TO IM 29 SAF 1' F 155 TO 330 34 NOTE: MATCH TOTAL FIXTURE UNRS OF BRANCH LINE TO CORRECT SIZE OF WATER HAMMER ARRESTOR. WATER HAMMER ARRESTOR TYPICAL TYPICAL BRANCH LINE SHUTOFF ISOLATION VALVE. INSTALL 1Tx12' MIN. ACCESS RISER PANEL AT EACH LOCATION. WATER HAMMER ARRESTORS SHALL BE PROVIDED AT ALL FILATURE GROUPS WHERE FIXTURES HAVE QUICK CLOSING - UP TO 20-0' - VALVES AND AT INDIVIDUAL FD(TURE& EQUIPMENT WITH QUICK CLOSING VALVES WATER HAMMER ARRESTOR TYPICAL BRANCH LINE 1 RISER OVER 20' P.D.I. WATER HAMMER ARRESTORS LENGTH OF PIPE NOMINAL PIPE DIAMETERS 112' 314 1" 1-1/4" 1412' T 25' A A B C D E W' A B C D E F 75' B C D AE F EF 100 C D E F CF IF 125 C D F AF EF EFF 150 D E F DF FF FEE WHEN LONG RUNS OF PIPING PRE EMPLOYED TO SERVE REMOTE EQUIPMENT, WATER HAMMER ARRESTOR SHOULD BE LOCATED AS CLOSE AS POSSIBLE TO THE POINT OF QUICK CLOSURE. THE SUE AND QUANTITY OF WATER HAMMER ARRESTORS TO BE INSTALLED PSIG ARE USED, THE NEXT LARGER SUE SHOULD BE SELECTED. — WATER HAMMER ARRESTOR— LONG RUN OF PIPING QUICK CLOSING VALVE J n WATER HAMMER ARRESTOR INSTALLATION AND SIZING DETAIL NO SCALE 111 �� ■ KEPHART community • planning • anchitel 2S6 WPLNIIT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGOICILOKGROUIll c FEMMZ W 5 M O 00 O cf) LU LL V LU 0 N Z L.L F— L < —LLQ W0.w LL T U) I W W Q O �w U LU co Cco .Q� IOH CLICf��f o y FffIONAL E�b�t\ 03.25.2021 No. Drte Issue f&A.10 mi 5 roles Imd DJV Pmied Dagaer DMB rDale07/25/2019 JONI 218094 CPDS ING DETAILS ES5eel NumEer PO -012 i 8"x3NI/0 ROD 314* NUT ON THE FRONT AND BACK OF rl DRAIN BOX (WDB-1) DETAIL NO SCALE 1TCORE WITH UNKSEAL INSIDE WALL PROVIDE WITH WATER HAMMER ARRESTORS ON SUPPLY CONNECTION. -INCOMING FIRE SERVICE AND/ORINCOMING DOMESTIC WATER SERVICE -FOUNDATION WALL INCOMING INCOMING FIRE SERVICE ANDIOR INCOMING DOMESTIC WATER SERVICE. FLANGE ON THE INSIDE OF THE BUILDING HAMMER ARRESTORS ON SUPPLY CONNECTIONS.T DRAIN PIPE 12' (REFER TO ARC. PLANS) CUION n ICE MAKER WALL BOX (IMB-1) DETAIL u NO SCALE n THRUST SUPPORT FOR FIRE / DOMESTIC WATER MAIN DETAIL NO SCALE n SINK AND DISHWASHER DETAIL NO SCALE FOUNDATION WALL COMING INCOMING FIRE SERVICE 1D/OR INCOMING DOMESTIC ATER SERVICE ON THE OUTSIDE =THEBUILDING n II II �2NENT 1 2'HOSE INLET II II II II II II II II 42m illol GAS FIRED EQUIPMENT REDUCERAS REQUIREDTO GAS METER (FOR LIVING UNITS) GASCOCK-� FG4SCOCK 11 i �WITHLONGABLEEMOCONEI WITH REMOVABLE EI u CAP FOR COCLEANING. UNION 3"SAN(MIN.) NOTE:PROVIDE GAS PRESSURE REGULATOR IF SYSTEM PRESSURE IS HIGHER THEN EQUIPMENT PERMITS. IF INSIDE OF BUILDING INSTALL VENTLESS GAS PRESSURE REGULATOR. n WASHER WALL BOX (WWB-1) DETAIL /el TYPICAL GAS PIPING CONNECTION TO EQUIP ,40S O SCALE NO SCALE SCHEDUM40GALVANIZED FINISHED STEEL ROOF DRAIN LEADER. GRADE - SEE PLAN FOR SIZES LEAD AND WON MINIMUM DINT 5' 0 COVER STEEL SOCIO=T CLAM 3/4"THREADED ENO BOLT HUB&SPIGOT C.I. BELOW GRADE— / SEALANT CARRY FULL GAS LINE SIZE SHOWN ON PLANS AND REDUCE TO EQUIPMENT CONNECTION SIZE AFTERUNION. FOUNDATION WALL - PIPE SLEEVE — FLOW SLAB ON GRADE STANDARD WEIGHT STEEL PIPE 2' SANITARY SEWER O.D. LARGER THAN WASTE SERVICE PIPE WITH WELDED N n STORM DRAIN -THREADED TO HUB AND SPIGOT CONNECTION DETAIL n SANITARY SEWER PENETRATION THRUGH EXTERIOR WALL SLEEVE DETAIL NO SCALE NO SCALE SINGLE MULTIPLE ( INSTALLATION INSTALLATION HOT WPER LOOP CW I I DOWN TO WITHIN I I 2'OF LAV SUPPLY �� TEMPERING VALVE ' SET FOR 105 F. I I 11THW (110) 1/210W SUPPLY SUPPLY WITH STOP WITH STOP NOTES' 1. ALL WATER PIPING SHALL BE INSTALLED IN CHASE BEHIND FDlTJRES. 2. ALL PIPING SHALL BE PROVIDED WITH SUPPLY I STOP SHUTOFF. n LAVATORY HOT WATER LOOP PIPING DETAIL NO SCALE HW LOOP TO CONTINUE (REFER TO PLANS) TEMPERING VALVE SET FOR 105 F..— MAXAMUM LENGTH OF PIPE 1IT HW SUF WITH STOP l,A LAV/SINK TEMPERING VALVE DETAIL NO SCALE 10THW TO SINGLE METERING FAUCET KEPHART community a planning • anchitel 2SS WALNUT STREET DENVER, COLORADO 00205 NKLOK GROUP BOX 814 GOLDEN,CO. 80402 Phone: 720399-2410 KGOICLOKGROUP.001111 v I FEMM Z W M O 00 O U cf) LU LL -V LLJ NC) Z LL F— L < —LLQ W0.w LL T U) I W W vr�^^ rJ O w U 2 � LU co Cco I. I..L .Q� ,F"CLICf.o yq i; FffIONAL E�6�� 03.25.2021 No. Drte Issue f&A.10 MPTPL 5 Pill 1w Dl FT0F0l paltrier DMB Done 07/25/2019 JobNl 218094 CP CINdwd By DS TBe PLUMBING DETAILS Slleel NumEer PO -0.3 j M BUILDING HWC PUMP DWCP-1 (2 GPM) TYPICAL TYPICAL TYPICAL CHECKVALVE BALLVALVE THERMOMETER (FULL PORT) —�N/ HWCFROMAMENITY TYPICAL v r—_—___—_—_T�--� 1"CW FROM AMENITY POWER GAS I _ II BLOWER — — —�� I-110--►j1"HW(110) TO AMENITY I I _ _ T—&P I TINCREASER DET -1 VALVE I TYPICAL GAS FIRED I I DOLS SET OUTLET E MPERING BEINGDIELECTRIC WATER TO UNION HEATER 110-F. INSTALL ACCORDING TO GWH.2 MANUFACTURER'S RECOMMENDATION: I I FLOOR 4 -THICK REINFORCED HOUSEKEEPING PAD. /1 DOMESTIC GAS FIRED WATER HEATERS AND TEMPERING VALVE DETAIL (GWH-2) NO SCALE LEVEL ONE AMEN"(MECH ROOM 109) BUILDING HWC PUMP DWCP-1 (.5GPM) TYPICAL TYPICAL TYPICAL CHECKVALVE BALL VALVE THERMOMETER (FULL PORT) C_--�1 �— "HWC FROM AMENITY TYPICAL �v�----------T"CW FROM AMENITY POWER GAS ____ BLOWFR — — -110 --- ►j'HW(110)TOAMENIIY I TINCREASER DET-1ALVE TYPICAL GAS WATERD I VALVE SET OUTLET TEMPERAT REOMESTIC WATER TEMPERING ITO NG DIELECTRIC WATERUNION HEATER t 110MA °F. ACTURERS R RO MMENN G TO GWH-1 IMANUFACTURER'S RECOMMENDATIONS. 11 y7III} FLOOR 47HICK REINFORCED HOUSEKEEPING PAD. rl DOMESTIC GAS FIRED WATER HEATERS AND TEMPERING VALVE DETAIL (GWH-1) Ll NO SCALE Doc WASH WATTS SERIES N36 ANTI -SIPHON VACUUM BREAKER(10TOY) FULL SIZE PER CW UNESIZE. RATED T 8 P RELIEF VALVE BUILDING HWC PUMP DWCP-1 (.5GPM) TYPICAL BALLVALVE CENTERLINE OF PAN, FRAME 8 HEATER 112' DIAMETER 'ALL THREAD" HANGER ROD ELECTRIC WATER HEATER, SEE PLAN FOR LOCATION MGAUGE GALVANIZED OVERFLOW PAN APPROVED RECEPTOR 2- DEEP 20 GA. GAll 11/2-DIAM 3N3'x118-ANGLE THREAD' - TYPICAL —~ — IRON BRACE OIELECIRIC -- ---- (WELD EA END UNION CEILING STRUCTURE TO BRACE) OVERFLW PAN 110 HEX IN _ 314' �4 OF FRAME)C I UPANSIONAMTROL TA N EXPANSION TANK � _ _ 3'x3"x116" /� L FRAME IRON IUNIT AND I ELECTRIC WATER Im rcn iMr--� Y' I BY G.C. COORDINATE INSTALLATION. MIN. Y DEEP SHEET METAL— DRAIN PAN WITH X4' DRMN OUTLET IN BOTTOM. ROUTE WITH RELIEF VALVE DRAIN TO APPROVED RECEPTOR WITH AIR GAP. ACCESS PANEL �L1hY�BALLVALVE CEILING WITH ACCESS n DOMESTIC ELECTRIC WATER HEATER DETAIL (EWH-1) NO SCALE LEVEL 4 AMENITY WALL MOUNTED PUMP STEELSUMPCOVER B o B PLATE BOLT COVER TO FLOOR Y ANCHOR PUMP LIFT FIELD �2- DISCHARGE (EACH PUMP) 'E VALVE COMBINE TO ONE V DISCHARGE SEE DISCHARGE PIPING DETAIL IECKVALVE NEMA6 JUNCTION BOX 4' SANITARY +6"MIR INVERT ELEVATIOON HIGH WATER ALARM 6 REFER TO PLAN BOTH PUMPS"ON" 6- F PUMP DISCHARGE LEAD PUMP PON' SP -1 6 - SP -2 — i PUMP -OFF 6'x12' X 6' DEPTH 6" CONCRETE VAULT QUICK CONNECT 00 COUPLING DO NOT LOCATE FLOAT 36" SWITCHES AND POLE COMPACTED ELEVATION BED BEDDING DING MATERIAL NOTE: 1. ELECTRICAL CONTRACTOR TO PROVIDE WIRING OF PUMPS, CONTROL PANEL, JUNCTION BOX AND FLOATS. 2. DETAIL DOES NOT SHOW REMOVAL SYSTEM EVEN THOUGH IT MAY BE REQUIRED. RE: SCHEDULES 8 SPECS. n DUPLEX SUMP PUMP DETAIL NO SCALE ANGLE IRON PAN DRAIN FRAME 11/4"DIAMETER COPPER DRAIN LINE ^ SECTION OF FRAME NTS n DOMESTIC WATER HEATER SUPPORT DETAIL NO SCALE V DISCHARGE SEE PLANS GATE VALVE CHECK VALVE LOCATE VALVING EXPOSED ON (TYPICAL) WALL NEM TO EJECTOR OR IN Y+ + VALVE PIT NEM TO SUMP 111 �� ■ KEPHART community • planning • anchitel 2555 WPLNUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2410 K KLOKGROUP.00M FEMM z W 5 M O 00 U l^ W N ! I� V ( LL Lu 9 z F— L < —LLQ W0. L.L. LL T U) ) W W Q O �w U 2 LU co co .Q� ,IN CLICf��f o y S t. Fff�ONAL E�6�� 03.25.2021 No. Date Issue f&A.10 MIDP1 090 5+ 5 RC ibd DJV WOFC paltrier DMB D one 07/25/2019 0 US mwny 218 34 CP DS ING DETAILS E556881 NumEer PO=084 PLUMBING FIXTURE SCHEDULE PLAN LOCATION MANUFACTURER MODEL REMARKS FIXTURE MOUNTING FLOOR DRAIN FLUSH VALVE/ J.R.SMITH 2O05Y-05-PO50-NB CAST IRON DRAIN, 5" MINIMUM STRAINER SIZE, ROUND GRATE FD -2 FIXTURE MOUNTING WATER HEATER ROOM (TYPICAL UNITS) CODE DESCRIPTION LOCATION FIXTURE MFGR. FIXTURE MODEL STYLE FLUSH VALVE MFGR FLUSH TANK MODEL FLUSH VALVE STYLE FAUCET MFGR. FAUCET MODEL FAUCET STYLE HEIGHT AF.F. REMARKS WGi (ADA) FLOOR MOUNTED, GRAVITY, ELONGATED LIVING UNITS KOHLER K-3999 FLOOR TANK NA NA NA NA NA 17" -TO TOP OF RIM (1)(8) MAX FLOW 1.0 GP FLOOR SINK BOWL FLUSH TANK AT 1.0 GPF J.R.SMITH 3201 CAST IRON FLOOR SINK W/ BUCKET STRAINER, ACID RESISTANT ENAMEL COATED, WITH GRATE RIM ROOF DRAIN ROOF J.R.SMITH 1010 CAST IRON DRAIN WITH CAST IRON DOME STRAINER, PROVIDE DECK CLAMP ASSEMBLY & DRAIN RECEIVER SSEMBLYAS REQ'D RD -2 ROOF DRAIN ROOF WG2 FLOOR MOUNTED, SIPHON JET, ELONGATED PUBLIC TOILET ROOMS KOHLER K -3531 -TR FLOOR TANK NA NA NA NA NA STANDARD (3)(7)(8) MAX FLOW 1.0 GPF SIDE OUTLET, CAST IRON DRAIN WITH CAST IRON DOME DOME STRAINER, PROVIDE DECK CLAMP ASSEMBLY & DRAIN RECEIVER ASSEMBLY AS REO'D BOWL FLUSH TANK AT 1.0 GPF DOWNSPOUT NOZZLE EXTERIOR WALL J.R.SMITH 1770 BRONZE FINISH WITH WALL FLANGE HB -1 HOSE BIB SEE PLANS CHICAGO FAUCET CO. 952 -CP REFER TO ARCHITCURAL DRAWINGS FOR MOUNTING HEIGTH AND LOCATION. INTEGRAL VACUUM BREAKER WHA WC -3 (ADA) FLOOR MOUNTED, SIPHON JET, PUBLIC TOILET ROOMS KOHLER K -3519-T FLOOR TANK NA NA NA NA NA 17" -TO TOP OF RIM (3)(7x8) MAX FLOW 1.0 GPF J.R. SMITH ELONGATED BOWL FLUSH TANK AT 1.0 GPF AAV -1 AIR ADMITTANCE VALVE SEE PLANS STUDOR MINI -VENT INSTALLAIR ADMITIANCE VALVE A MINIMUM OF IB" ABOVE FINISHED FLOOR. PROVIDE AND INSTALL ACCESS BOXAND PANEL. BV -1 CIRT. SOLVER SEE PLANS U-1 URINAL - STANDARD,.S GPF PUBLIC TOILET ROOMS KOHLER K4991 -ET WALL SLOAN ROYAL 186-0.5 LEVER NA NA NA STANDARD (2) MAX FLOW 0.5 GP U-2 URINAL -ADA, .5 GPF PUBLIC TOILET ROOMS KOHLER K4991 -ET WALL SLOAN ROYAL 186-0.5 LEVER NA NA NA 15 -1/4" -TOP OF RIM (2) MAX FLOW 0.5 GP L-1 UNDERCOUNTER MOUNT LIVING UNITS KOHLER K-2214 COUNTER NA NA NA KOHLER K-3944 LEVER RE: ARCH DWGS (6) 4"CENTERS L-2 SELF -RIMMING PUBLIC TOILET ROOMS KOHLER K-21964 COUNTER NA NA NA KOHLER K-151994NDRA BATTERY RE: ARCH DWGS (4)4"CENTERS PROVIDE WITH INTEGRAL SERVICE STOPS AND KOHLER SHOWER HEAD MODEL# K -72424-H AT 1.5 GPM. REFER SH -1 SHOWER LIVING UNITS D KOHLER K-9055 FLOOR NA NA NA KOHLER K-TL5451064 LEVER RE: ARCH DWGS TO PLANS FOR RIGHT OR LEFT SIDE DRAIN OUTLET. PROVIDE WITH INTEGRAL SERVICE STOPS AND KOHLER SHOWER HEAD MODEL# K -72424-H AT 1.5 GPM. REFER SH -2 SHOWER LIVING UNITS COMFORT DESIGN SSB6038 FLOOR NA NA NA KOHLER K-TLS451064 LEVER RE: ARCH DWGS TO PLANS FOR RIGHT OR LEFT SIDE DRAIN OUTLET. PROVIDE KOHLER SHOWER HEAD MODEL# K -72424-H AT 1.5 GPM. REFER TO PLANS FOR RIGHT OR LEFT SIDE BTA BATH TUB LIVING UNITS KOHLER K -1242 -LA FLOOR NA NA NA KOHLER K-TLS451044 LEVER RE: ARCH DWGS DRAIN OUTLET. 51 SINGLE COMPARTMENT SINK WITH&HOLE UNITS ELKAY LRAD252165 COUNTER NA NA NA REFER TO ARCH. REFER TO ARCH. REFER TO ARCH. RE: ARCH DWGS WCENTERS PUNCH OFF -CENTER DRAIN (ADA) S-2 SINGLE COMPARTMENT SINK WITH 3 -HOLE LEVELI/5 ELKAY LRAD252165 COUNTER NA NA NA REFER TO ARCH. REFER TO ARCH. REFER TO ARCH. RE: ARCH DWGS 8"CENTERS PUNCH OFF -CENTER DRAIN (ADA) SJ NK WITH HOLE SINGLEPUNCH LEVEL 1 MASSAGE ROOM ELKAY LRAD252165 COUNTER NA NA NA REFER TO ARCH. REFER TO ARCH. REFER TO ARCH. RE: ARCH DWGS WCENTERS FF-CENTERARTMENT DRIN(AD PUNCH OFF -CENTER DRAIN (ADA) NEW BREAD DOG COMPLETE FAUCET PROVIDE WITH HAIR TRAP, CHECK VALVES ON HOT AND COLD WATER SUPLY TO FIXTURE, DROP IN TRAY, ENTRY 54 SINGLE COMPARTMENT FLOOR MOUNTED SINK DOG WASH NEW BREED DOG BATH ST101 FLOOR NA NA NA BATH PACKAGE SPRAYER NA RAMP AND UBBER MAT. MSB -1 MOP SERVICE BASIN -ECONOMY MODEL JANITOR CLOSET FIAT MSB -2424 FLOOR NA NA NA CHICAGO 897 -RCF LEVER NA EWGi ELECTRIC WATER COOLER FITNESS / LOSY ELKAY EZSTL8WSLK WALL NA NA NA NA NA NA NA PROVIDE WALL MOUNTING SUPPORT AND PROVIDE ELECTRICAL PLIG-IN RECEPTACLE. NOTES: (1) PROVIDE WHITE BEMIS TOILET SEAT MODEL NO. 1900SS WITH ELONGATED CLOSED FRONT AND SELF SUSTAINING CHECK HINGES UNLESS NOTED OTHERWISE. (2) PROVIDE COMMERCIAL GRADE CARRIER WITH FEET SECURELY BOLTED TO THE FLOOR AND ALL FIXTURE MOUNTING ACCESSORIES. (3) PROVIDE WHITE BEMIS TOILET SEAT MODEL NO. 1055SSC WITH ELONGATED CLOSED FRONT AND SELF SUSTAINING CHECK HINGES UNLESS NOTED OTHERWISE. (4) PROVIDE WITH 0.5 GPM AERATOR. (5) PROVIDE CRUMB STRAINER. (6) PROVIDE METAL POP-UP DRAIN WITH 11/4" TAILPIECE. (7) PROVIDE WITH TOILET TANK COVER LOCKS. (8) LOCATE TRIP LEVER ON OPEN SIDE OF TANK. PLUMBING SPECIALTY SCHEDULE PLAN CODE FIXTURE TYPE LOCATION MANUFACTURER MODEL REMARKS FDA FLOOR DRAIN TOILET ROOM / SHOWERS J.R.SMITH 2O05Y-05-PO50-NB CAST IRON DRAIN, 5" MINIMUM STRAINER SIZE, ROUND GRATE FD -2 FLOOR DRAIN WATER HEATER ROOM (TYPICAL UNITS) J.R.SMITH 2220 CAST IRON DRAIN WITH NO -HUB ADAPTOR 2646Y FD -3 FLOOR DRAIN LEVEL 1 TRASH J.R.SMITH 2253 CAST IRON DRAIN WITH NO -HUB ADAPTOR 2646Y FDA PARKING DRAIN GARAGE LEVELS J.R.SMITH 2614-M CAST IRON BODY, HEAVY DUTY WIDE FLANGE FLASHING COLLAR WITH HEAVY DUTY TRACTOR GRATE FD -5 PARKING DRAIN GARAGE OPEN TO DECK J.R.SMITH 2624-M CAST IRON BODY, HEAVY DUTY WIDE FLANGE FLASHING COLLAR WITH HEAVY DUTY TRACTOR GRATE FS -1 FLOOR SINK MECANICAL ROOM J.R.SMITH 3101 CAST IRON FLOOR SINK W/ BUCKET STRAINER, ACID RESISTANT ENAMEL COATED, WITH GRATE FS -2 FLOOR SINK BREAK ROOM J.R.SMITH 3201 CAST IRON FLOOR SINK W/ BUCKET STRAINER, ACID RESISTANT ENAMEL COATED, WITH GRATE RIM ROOF DRAIN ROOF J.R.SMITH 1010 CAST IRON DRAIN WITH CAST IRON DOME STRAINER, PROVIDE DECK CLAMP ASSEMBLY & DRAIN RECEIVER SSEMBLYAS REQ'D RD -2 ROOF DRAIN ROOF J.R.SMITH 10207 SIDE OUTLET WITH NO -HUB ADAPTOR 2646Y,CAST IRON DRAIN WITH CAST IRON DOME STRAINER, PROVIDE DECK CLAMP ASSEMBLY & DRAIN RECEIVER SSEMBLY AS REQ'D OFD -1 OVERFLOW ROOF DRAIN ROOF J.R.SMITH 1070 CAST IRON DRAIN WITH CAST IRON DOME DOME STRAINER, PROVIDE DECK CLAMP ASSEMBLY & DRAIN RECEIVER ASSEMBLY AS REQ'D OFD -2 OVERFLOW ROOF DRAIN ROOF J.R.SMITH 1070 -SO SIDE OUTLET, CAST IRON DRAIN WITH CAST IRON DOME DOME STRAINER, PROVIDE DECK CLAMP ASSEMBLY & DRAIN RECEIVER ASSEMBLY AS REO'D DSN-1 DOWNSPOUT NOZZLE EXTERIOR WALL J.R.SMITH 1770 BRONZE FINISH WITH WALL FLANGE HB -1 HOSE BIB SEE PLANS CHICAGO FAUCET CO. 952 -CP REFER TO ARCHITCURAL DRAWINGS FOR MOUNTING HEIGTH AND LOCATION. INTEGRAL VACUUM BREAKER WHA WALL HYDRANT EXTERIOR WALL WOODFORD 867 STANDARD CHROME FINISH, FREEZELESS. REFER TO ARCHITCURAL DRAWINGS FOR MOUNTING HEIGTH AND LOCATION. INTEGRAL VACUUM BREAKER GD -1 GARBAGE DISPOSER BREAK ROOM IN-SINK-ERATOR EVOLUTION COMPACT HARDWIRED 1.0 HPPROVIDE WITH WALL SWITCH, REFERENCE ELECTRICAL DRAWINGS TS -1 QUAD CLOSE TRAP SEAL FLOOR DRAINS AND DRAIN BOXES J.R. SMITH 2692 AAV -1 AIR ADMITTANCE VALVE SEE PLANS STUDOR MINI -VENT INSTALLAIR ADMITIANCE VALVE A MINIMUM OF IB" ABOVE FINISHED FLOOR. PROVIDE AND INSTALL ACCESS BOXAND PANEL. BV -1 CIRT. SOLVER SEE PLANS IMB-1 ICE MAKER WALL BOX SEE PLANS GUY GRAY SSIBIAB WALL MT.,HOT DIPPED GALV. STEEL WITH VALVE& CONN., SWEAT CONNECTIONS WWB-1 WASHERWALLSOX SEE PLANS GUY GRAY B-200 WALL MT.,HOT DIPPED GALV. STEEL WITH VALVES & CONN., MUST SPECIFY MIP OR SWEAT CONNECTIONS DCV -1 DUAL CHECK VALVE SEE PLANS WATTS SD -3 REMARKS: (1) PROVIDE AN IN-LINE WATER FILTER AFTER ISOLATION VALVE AND BEFORE WATER COOLER, AQUA PURE MODEL AP500. LOCATE SO CARTRIDGE IS ACCESSIBLE FOR SERVICING. (2) PROVIDE CRUMB STRAINER. (3) ALL FLOOR DRAINS AND FLOOR SINKS TO HAVE FLASHING COLLAR. COORDINATE FLASHING MEMBRANE WITH SPECIFICATIONS. (4) PROVIDE WITH TRAP PRIMER CONNECTION. ON DRAINS WHERE TRAP PRIMERS ARE NOT INDICATED ORDER DRAIN WITHOUT CONNECTION (5) PROVIDE WITH ARC 1/2 GRATE, ARC COATED INTERIOR. (6) PROVIDE WITH CAST IRON DOME STRAINER, UNDERDECK CLAMP. (7) PROVIDE OPEN GRID STRAINER. (8) ROUND NICKEL BRONZE STRAINER. (9) PROVIDE WITH SEDIMENT BUCKET. (10) PROVIDE WITH BOTTOM DOME STRANER. (11) PROVIDE WITH NICKEL BRONZE STRAINER AND HEELPROOF GRATE PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE TYPE SYMBOL MIN TRAP SIZE WASTE VENT (1) COLD WATER HOT WATER REMARKS WATER CLOSET (FLUSH TANK) WC — 4" 2" 1/2" — (1)(3)(5) URINAL UR — 2" 1-1/2" 3/4" — (3) LAVATORY L 1-1/4" 1-1/2" 2" 1/2" 1/2" (1) SINK S 1-1/2" 2" 2" 1/2" 1/2" (1) MOP SERVICE BASIN MSB 3" 3" 2" 1/2" 1/2" (3) WATER COOLER/ DRINKING FOUNTAIN EWC/DF 1-1/4" 1-1/2" 1-1/2" 1/2" — (1) SHOWER SH 2" 2" 1-1/2" 1/2" 1/2" (2) (1) 2" MINIMUM VENT BELOW GRADE. (2)4" MINIMUM WASTE BELOW GRADE. (3) 3" MINIMUM WASTE BELOW GRADE. (4) PROVIDE SHOCK ARRESTOR ON COLD WATER SUPPLY W/ ACCESS DOOR. (5) ADA ACCESSIBLE W.C. - LOCATE FLUSH VALVE HANDLE ON WIDE SIDE OF STALL. HANDLE SHALL MEET ADA REQUIREMENTS. 111 �� ■ KEPHART community • planning • amnitectum 2555 WPLNnT STREET DENVER, COLORADO 80205 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720-399-2410 KGAKLOKGROUP.COM UI Z W 5 M O OD U L(U T� V Lu Q N z L.L F_ LL Q w Q W 0. A 11 U) i/ • w L1J Q LU O C) U 2 � LU co Cco .Q��PN CLICf4�f o i; FffIONAL E�6�� 03.25.2021 No. Dale Issue E&A.20 MRTPL z Dvi 1 OWNERR aN m 01 5 RC iSo DJV ftpDeegr,er DMB Ne 07/25/2019 JobNumliV 218094 DmI CP CbeGa4 By DS Tae PLUMBING SCHEDULES Sheet Number PO -0e5 FA PLUMBING PIPING INSULATION SCHEDULE PUMP SCHEDULE WATER HEATER SCHEDULE MINIMUM INSULATION THICKNESS (IN.) FOR PIPE SIZES FITTINGS SYSTEM LOCATION REMARKS 11/2"AND SMALLER 2" PIPE 21/2-4"PIPE 5"-6"PIPE SERVICE TYPE NO. OF PUMPS DOMESTIC HOT WATER, ABOVE GRADE 1" 1" 11. 1" REFERTOSPEC RECIRCULATED AND TEMPERED ELECTRICAL ELECTRICAL HP VOLT CODE SECTION -220719 DOMESTIC HOT WATER, ALSO USEDREFERTO ABOVE GRADE 1 1/2' 2' 2" 2" SPEC FOR SPACE HEATING SUMP SIZE 235 20 3 1750 SECTION -220719 STORM DRAIN AND OVERFLOW ABOVE GRADE 1" 1" 11. 1" REFER TO SPEC PIPING, HORIZONTAL ONLY ZOELLER 61 HD STORM DRANAGE DUPLEX ALTERNATING 1 SECTION -220719 GENERAL NOTES: PH 1. ALL PIPING SYSTEMS LISTED ABOVE SHALL BE INSULATED WITH INSULATION THICKNESS AS INDICATEDBASED ON INSULATION HAVING A THERMAL CONDUCTIVITY (K) RATING NOT EXCEEDING 0.27 BTU PER (HR) (FT') (°F DELTA -T PER IN. THICKNESS)]. 3 2. FOR ANY PIPING NOT NOTED ABOVE TO BE EXPOSED TO OUTDOOR AMBIENT TEMPERATURES, INCREASE INSULATION THICKNESS BY 0.5 INCHES WHEN INSTALLED IN SUCH EXPOSED LOCATIONS. 8443-1S1-MNNN 3. ALL INSULATED PIPING EXPOSED TO WEATHER SHALL BE PROTECTED WITH WEATHER-PROOF ALUMINUM JACKET. SUBMERSIBLE SIMPLEX 4. RUNOUTS UP TO 8" IN LENGTH TO FIXTURE/EQUIPMENT CONNECTIONS MAY BE 1* THICKNESS. 50 ELEVATOR SUMP PUMP SCHEDULE WATER HEATER SCHEDULE ALLOWABLE PIPING MATERIALS FITTINGS CONNECTION METHOD REMARKS ELECTRICAL ABOVE GRADE CODE MFR MODEL. SERVICE TYPE NO. OF PUMPS NO. OF FT HD (EA) DISCHARGE SIZE (EA) DISCHARGE 2.0 120 1 ELECTRICAL ELECTRICAL ELECTRICAL HP VOLT CODE MFR. MODEL. SERVICE TYPE PUMPS GPM(EA) FT HD (EA) SIZE (EA) RPM SUMP SIZE 235 20 3 1750 3 208 3 i5A-FR-N-R 30A/3P (4#12,#12G)3/4"C (1)(2)(3x4)(5)(6) 40 SP -2 ZOELLER 61 HD STORM DRANAGE DUPLEX ALTERNATING 1 HP VOLT PH FUSE DISCONNECT FEEDER 3 ESP -1 WEIL 8443-1S1-MNNN ELEVATOR -1 SUBMERSIBLE SIMPLEX 1 50 25 2 3450 2'xZx2' 1/2 208 1 7A FRS -R 30A13P (3#12,1412G) 3/4"C L(A)(B)(C)(D) ESP -2 WEIL 8443-1S1-MNNN ELEVATOR -2 SUBMERSIBLE SIMPLEX 1 50 25 2 3450 27272' 1/2 208 1 7A FRS -R 30A13P (3#12,1#12G)3/4"C GENERALNOTES ESP -3 WEIL B443-1S1-MNNN ELEVATOR -3 SUBMERSIBLE SIMPLEX 1 50 25 2 3450 2'x272' 1/2 208 1 7A FRS -R 30A13P (3#12,1#12G)3/4"C GENERAL NOTES: 1. PROVIDE ZOELLER NEMA4 DUPLEX ALTERNATING CONTROL PANEL WITH ALARM, BECON, HOA SWITCHES AND DRY CONTACTS FOR REMOTE ALARM MONITORING. 2. PROVIDE 2-1/2" DRAIN PAN AND ROUTE 1-114" DRAIN PIPE TO FLOOR DRAIN. MALLEABLE IRON THREADED (STEEL), OUTDOOR 2. PROVIDE CONTROL PANEL WITH THERMAL SHUT-OFF RELAYS AND MOISTURE DETECTION INDICATOR- (Zoeller 10-1111X). 1. PROVIDE CHECK VALVE AND SHUT OFF VALVE ON EACH PUMP. SEE GENERAL DETAIL ON DRAWINGS. SEE FITTINGS 3. PROVIDE CONDENSATE NEUTRILIZING KIT. 3. PROVIDE FOUR FLOAT SWITCHES WITH WEIGHTS (ZOELLER 10-1883) AND FOUR POSITION FLOAT SWITCH BRACKET (ZOELLER 10-0253). BELOW GRADE, ALL SIZES 2. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MGI -2003, TABLES 12-12 AND 12-13. WELDED 4. PROVIDE PUMP WITH 3" HORIZONTAL FLANGE OUTLET, 3" CHECK VALVE (ZOELLER #30-0160) AND 3" SLIP TO SLIP PVC BALL VALVE (ZOELLER 30-0221) FOR EACH PUMP. OUTDOOR WIRING NATURAL GAS 5. REMARK NOTES CORRUGATED SS TUBING, SCHEDULE 40 MATCH ADJACENT (SS), MALLEABLE IRON SOCKET OR THREADED (SS), THREADED PIPING INDOOR 1"ANDSMALLER 6. PROVIDE WITH ZOELLER NEMA 4 CONTROLS. (STEEL) A. PROVIDE WITH CONTROL PANEL WITH OIL DETECTION (PUMP SHELL NOT BE TURNED OFF) LARGER THAN 1" SCHEDULE 40 STEEL MALLEABLE IRON THREADED, WROUGHT SEE FITTINGS INDOOR STEEL WELDED B. PROVIDE WITH TETHERED FLOAT SWITCH. BELOW GRADE 2" AND SMALLER SCHEDULE 40 STEEL MALLEABLE IRON THREADED, WROUGHT SEE FITTINGS STEEL WELDED C. PROVIDE WITH SINGLE SEAL PUMP GENERAL NOTES: 1. WHERE MULTIPLE TYPES ARE SHOWN, CONTRACTOR MAY CHOOSE PREFERRED OPTION. 2. COMPLY WITH LOCAL AND 2018 IPC CODE REQUIREMENTS FOR AIR PLENUMS. 3. REFER TO PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. D. ELEVATOR PIT SHALL HAVE A 2'x2'x2' PIT IN BOTTOM OF ELEVATOR PIT. PLUMBING PIPING MATERIALS SCHEDULE SUMP PUMP SCHEDULE GAS FIRED WATER HEATER SCHEDULE ALLOWABLE PIPING MATERIALS FITTINGS CONNECTION METHOD REMARKS ELECTRICAL ABOVE GRADE CODE MFR MODEL. SERVICE TYPE NO. OF PUMPS GPM(EA) FT HD (EA) DISCHARGE SIZE (EA) RPM 2.0 120 1 ELECTRICAL ELECTRICAL REMARKS HP VOLT PH FUSE DISC. FEEDER (AT 90 TR) SP -1 ZOELLER 61HD STORM DRANAGE DUPLEX ALTERNATING 1 235 20 3 1750 3 208 3 i5A-FR-N-R 30A/3P (4#12,#12G)3/4"C (1)(2)(3x4)(5)(6) 40 SP -2 ZOELLER 61 HD STORM DRANAGE DUPLEX ALTERNATING 1 235 20 3 1750 3 208 3 iSA FRN -R 30A/3P (4#12, #12G)3/4"C (1)(2)(3x4)(5)(6) 40 40 0.63 3.5" W.C. 14" W.C. NATURAL GAS 120 1 5 CORD/PLUG (2#12,#12G) 3/4"C (1)(2)(3x4) GWHS RHEEM PRO+G5040N RH67 PDV LEVEL ONE 50 GENERALNOTES 40 SCHEDULE 40 CAST IRON, SCHEDULE 40 PVC 0.63 3.5"W.C. 14"W.C. NATURAL GAS 120 1. PROVIDE CHECK VALVE AND SHUT OFF VALVE ON EACH PUMP. SEE GENERAL DETAIL ON DRAWINGS. CORD/PLUG (2#12,#12G)3/4"C (1)(2)(3)(4) GENERALNOTES 2. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HIS AND OVER PER MENA STANDARD MG1-2003, TABLES 12-12 AND 12-13. BELOW GRADE ALL SIZES CAST IRON SCHEDULE 40, SCHEDULE 40 PVC HUB AND SPIGOT, HUBLESS 1. FUEL = NATURAL GAS. ELEVATION = 5400 FT. REMARK NOTES (HUBLESS), SOLVENT WELD (PVC) 1. PROVIDE ZOELLER NEMA4 DUPLEX ALTERNATING CONTROL PANEL WITH ALARM, BECON, HOA SWITCHES AND DRY CONTACTS FOR REMOTE ALARM MONITORING. 2. PROVIDE 2-1/2" DRAIN PAN AND ROUTE 1-114" DRAIN PIPE TO FLOOR DRAIN. MALLEABLE IRON THREADED (STEEL), OUTDOOR 2. PROVIDE CONTROL PANEL WITH THERMAL SHUT-OFF RELAYS AND MOISTURE DETECTION INDICATOR- (Zoeller 10-1111X). WROUGHT STEEL WELDED (STEEL), SEE FITTINGS 3. PROVIDE CONDENSATE NEUTRILIZING KIT. 3. PROVIDE FOUR FLOAT SWITCHES WITH WEIGHTS (ZOELLER 10-1883) AND FOUR POSITION FLOAT SWITCH BRACKET (ZOELLER 10-0253). BELOW GRADE, ALL SIZES PE, SCHEDULE 40 STEEL PE FITTINGS, WROUGHT STEEL WELDED 4. PROVIDE PUMP WITH 3" HORIZONTAL FLANGE OUTLET, 3" CHECK VALVE (ZOELLER #30-0160) AND 3" SLIP TO SLIP PVC BALL VALVE (ZOELLER 30-0221) FOR EACH PUMP. OUTDOOR WIRING NATURAL GAS 5. PROVIDE 3" HORIZONTAL FLANGED RAIL SYSTEM (ZOELLER #39-0094) AND STAINLESS STEEL LIFTING CABLE FOR EACH PUMP. CORRUGATED SS TUBING, SCHEDULE 40 MATCH ADJACENT (SS), MALLEABLE IRON SOCKET OR THREADED (SS), THREADED PIPING INDOOR 1"ANDSMALLER 6. PROVIDE WITH ZOELLER NEMA 4 CONTROLS. (STEEL) ABOVE GRADE, LARGER THAN 1" SCHEDULE 40 STEEL MALLEABLE IRON THREADED, WROUGHT PLUMBING PIPING MATERIALS SCHEDULE SYSTEM GAS FIRED WATER HEATER SCHEDULE ALLOWABLE PIPING MATERIALS FITTINGS CONNECTION METHOD REMARKS ELECTRICAL ABOVE GRADE 2" AND SMALLER HARD COPPER TYPE L, PEX SEAMLESS, CASTOR WROUGHT COPPER, SOLDER STORAGE RECOVERY INPUT EFFICIENCY MIN.INLET MAX INLET 2.0 120 1 ABOVE GRADE ELECTRICAL HARD COPPER TYPE L SEAMLESS, CASTOR WROUGHT COPPER, CODE MFGR MODEL LOCATION (GALS) (AT 90 TR) (MBH) (1)(2x3) 10 PSI PD (UEF) PRESSURE PRESSURE FLUE REMARKS VOLT PH FLA DISCONNECT FEEDER GWH-1 RHEEM PRO+G4040N RH67 PDV SINGLE UNIT 40 40 40 LARGER THAN 3" 0.83 3.5" W.C. 14" W.C. NATURAL GAS 120 1 5 CORD/PLUG (2#12,#12G) 3/4"C (1)(2)(3)(4) GWH-2 RHEEM PRO+G504ON RH67 PDV DOUBLE UNITS 50 40 40 0.63 3.5" W.C. 14" W.C. NATURAL GAS 120 1 5 CORD/PLUG (2#12,#12G) 3/4"C (1)(2)(3x4) GWHS RHEEM PRO+G5040N RH67 PDV LEVEL ONE 50 40 40 SCHEDULE 40 CAST IRON, SCHEDULE 40 PVC 0.63 3.5"W.C. 14"W.C. NATURAL GAS 120 1 5 CORD/PLUG (2#12,#12G)3/4"C (1)(2)(3)(4) GENERALNOTES BELOW GRADE ALL SIZES CAST IRON SCHEDULE 40, SCHEDULE 40 PVC HUB AND SPIGOT, HUBLESS 1. FUEL = NATURAL GAS. ELEVATION = 5400 FT. (HUBLESS), SOLVENT WELD (PVC) ABOVE GRADE, 2. PROVIDE 2-1/2" DRAIN PAN AND ROUTE 1-114" DRAIN PIPE TO FLOOR DRAIN. MALLEABLE IRON THREADED (STEEL), OUTDOOR ALL SIZES COPPER WROUGHT STEEL WELDED (STEEL), SEE FITTINGS 3. PROVIDE CONDENSATE NEUTRILIZING KIT. WROUGHT COPPER BRAZED (COPPER) BELOW GRADE, ALL SIZES PE, SCHEDULE 40 STEEL PE FITTINGS, WROUGHT STEEL WELDED 4. PROVIDE DIRECT -VENT CONCENTRIC VENT KIT AND ROOF TERMINATION KIT. COMPLY WITH MFR REQUIREMENTS FOR MATERIALS AND MAX LENGTH/FITTINGS. OUTDOOR WIRING PLUMBING PIPING MATERIALS SCHEDULE SYSTEM LOCATION SIZE ALLOWABLE PIPING MATERIALS FITTINGS CONNECTION METHOD REMARKS ELECTRICAL ABOVE GRADE 2" AND SMALLER HARD COPPER TYPE L, PEX SEAMLESS, CASTOR WROUGHT COPPER, SOLDER I DISC. FEEDER EW H-1 RHEEM PROE 30 1 RH95 POU 27 PRESSURE -SEAL, PEX FITTINGS 2.0 120 1 ABOVE GRADE LARGER THAN 2" HARD COPPER TYPE L SEAMLESS, CASTOR WROUGHT COPPER, SOLDER DOMESTIC WATER (LIVING UNITS) DOMESTIC WATER 10 140 120 PRESSURE -SEAL (1)(2x3) 10 PSI PD TMV-2 (HOT AND COLD) 170 -LF GENERALNOTES 1. SEE DETAIL E/P6.01 FOR RECOMMENDED INSTALLATION DETAILS. FURNISH WITH STRAINER. SEAMLESS, WROUGHT COPPER, CAST 120 105-110 1070 BELOW GRADE 3" AND SMALLER SOFT COPPER TUBE TYPE K, PEX BRONZE, PEX FITTINGS BRAZED 2. REFER TO DRAWINGS TO DETERMINE REQUIRED PUMP ROTATION. 5 BELOW GRADE LARGER THAN 3" SOFT COPPER TUBE TYPE K, PEX SEAMLESS, WROUGHT COPPER, CAST BRAZED (2) ALL MIXING VALVES TO HAVE CHECK VALVES ON BOTH HOT AND COLD SUPPLIES. SOME UNITS HAVE INTEGRAL CHECK VALVES. VERIFY EACH LOCATION HAS CHECK VALVES. BRONZE, PRESSURE -SEAL, PEX FITTINGS ABOVE GRADE ALL SIZES SCHEDULE 40 CAST IRON, SCHEDULE 40 PVC HUB AND SPIGOT, HUBLESS ALL STAINLESS STEEL HEAVY DUTY SANITARY WASTE (HUBLESS), SOLVENT WELD (PVC) AND VENT PIPING ALL STAINLESS STEEL HEAVY DUTY BELOW GRADE ALL SIZES SCHEDULE 40 CAST IRON, SCHEDULE 40 PVC HUB AND SPIGOT, HUBLESS (HUBLESS), SOLVENT WELD (PVC) ABOVE GRADE ALL SIZES CAST IRON HUB AND SPIGOT, HUBLESS ALL STAINLESS STEEL HEAVY DUTY STORM DRAIN PIPING BELOW GRADE ALL SIZES CAST IRON SCHEDULE 40, SCHEDULE 40 PVC HUB AND SPIGOT, HUBLESS ALL STAINLESS STEEL HEAVY DUTY (HUBLESS), SOLVENT WELD (PVC) ABOVE GRADE, SCHEDULE 40 STEEL, ANNEALED -TEMPER MALLEABLE IRON THREADED (STEEL), OUTDOOR ALL SIZES COPPER WROUGHT STEEL WELDED (STEEL), SEE FITTINGS WROUGHT COPPER BRAZED (COPPER) BELOW GRADE, ALL SIZES PE, SCHEDULE 40 STEEL PE FITTINGS, WROUGHT STEEL WELDED PROVIDE TRACER OUTDOOR WIRING NATURAL GAS ABOVE GRADE, CORRUGATED SS TUBING, SCHEDULE 40 MATCH ADJACENT (SS), MALLEABLE IRON SOCKET OR THREADED (SS), THREADED PIPING INDOOR 1"ANDSMALLER STEEL (STEEL) (STEEL) ABOVE GRADE, LARGER THAN 1" SCHEDULE 40 STEEL MALLEABLE IRON THREADED, WROUGHT SEE FITTINGS INDOOR STEEL WELDED BELOW GRADE 2" AND SMALLER SCHEDULE 40 STEEL MALLEABLE IRON THREADED, WROUGHT SEE FITTINGS STEEL WELDED GENERAL NOTES: 1. WHERE MULTIPLE TYPES ARE SHOWN, CONTRACTOR MAY CHOOSE PREFERRED OPTION. 2. COMPLY WITH LOCAL AND 2018 IPC CODE REQUIREMENTS FOR AIR PLENUMS. 3. REFER TO PLUMBING SPECIFICATIONS FOR ADDITIONAL INFORMATION. THERMOSTATIC MIXING VALVE SCHEDULE ELECTRIC WATER HEATER SCHEDULE CODE MANUFACTURERIMODEL NO. STORAGE (GALLONS) RECOVER Y(100 TR) ELECTRICAL REMARKS KW VOLT PH FUSE I DISC. FEEDER EW H-1 RHEEM PROE 30 1 RH95 POU 27 S 2.0 120 1 25A FRN -R I 30AGP (2#10, #10G) 3/4"C LEONARD TM-26.BDT-LF DOMESTIC WATER (LIVING UNITS) LF709 10 140 120 1017 (1)(2x3) 10 PSI PD TMV-2 LEONARD 170 -LF GENERALNOTES 1. SEE DETAIL E/P6.01 FOR RECOMMENDED INSTALLATION DETAILS. FURNISH WITH STRAINER. THERMOSTATIC MIXING VALVE SCHEDULE MODEL SERVICE PLAN MFR. MODEL SERVICE TYPE TOTAL INLET TEMP. OUTLET TEMP. ABBE REMARKS CODE REDUCED PRESSURE BACKFLOW PREVENTER 3" FURNISH WITH STRAINER. CAPACITY GPM WATTS F STANDARD 1" TMV-1 LEONARD TM-26.BDT-LF DOMESTIC WATER (LIVING UNITS) LF709 10 140 120 1017 (1)(2x3) 10 PSI PD TMV-2 LEONARD 170 -LF POINT OF USE (LAVATORY) FURNISH WITH STRAINER. 2.3 120 105-110 1070 (1)(2)(3) 10 PSI PD TMV-3 POWERS INTELLISTATION JR DOMESTIC WATER (LEVEL 1 AMENITY) 2. REFER TO DRAWINGS TO DETERMINE REQUIRED PUMP ROTATION. 5 140 120 1070 1)(2)(3)10 PSI PD (1) LOCATE IN ACCESSIBLE LOCATION OR PROVIDE ACCESS DOOR. (2) ALL MIXING VALVES TO HAVE CHECK VALVES ON BOTH HOT AND COLD SUPPLIES. SOME UNITS HAVE INTEGRAL CHECK VALVES. VERIFY EACH LOCATION HAS CHECK VALVES. (3) PROVIDE THEMOMETER DOWNSTREAM OF MIXING VALVE. DOMESTIC WATER CIRCULATION PUMP SCHEDULE CODE BACKFLOW PREVENTER SCHEDULE MODEL SERVICE PLAN CODE SERVICE MANUFACTURER MODEL TYPE SIZE REMARKS RPBP-1 DOMESTIC WATER SERVICE WATTS LF909 REDUCED PRESSURE BACKFLOW PREVENTER 3" FURNISH WITH STRAINER. RPBP-2 IRRIGATION WATTS LF009 REDUCED PRESSURE BACKFLOW PREVENTER 1" FURNISH WITH STRAINER. DCBP-1 FIRE SERVICE WATTS LF709 DOUBLE CHECK BACKFLOW PREVENTER DCV -1 SEE PLANS WATTS SDS DUALCHECKVALVE 1/4" FURNISH WITH STRAINER. NOTES: GENERALNOTES DOMESTIC WATER CIRCULATION PUMP SCHEDULE CODE MFR MODEL SERVICE PUMPTYPE GPM RPM HEAD (FT) 1 ELECTRICAL REMARKS HP VOLT I PH I DISCONNECT FEEDER DWCP-1 GRUNDFOS UP 15-29 DOMESTIC INLINE 2.0 3600 1 11.0 1 0.121 115 Ill $TO (2#12,1#12G)3/4"C NOTES: GENERALNOTES 1. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP ANDOVER PER MENA STANDARD MGI. 2. REFER TO DRAWINGS TO DETERMINE REQUIRED PUMP ROTATION. 3. PROVIDE ALL LEAD-FREE BRONZE CONSTRUCTION COMPLIANT WITH NSF -372. 4. ELECTRONICALLY COMMUNTATED MOTOR (ECM) SHALL HAVE SPEED CONTROLLED TO 95F HWC TEMPERATURE SET POINT. PUMP PROVIDED WITH OPTIONAL TEMPERATURE SENSOR. 5. COMPLIANCE TO SECTION C403.2.10 FROM THE 2018 IECC KEPHART community •planning •architecture 2555 W,LNnT STREET DENVER, COLORMDO 80208 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720-399-2410 KGAKLOKGROUP.COM UI Z W M O 00 ^, 0 cf) LU LLV ^LLJ C) I..L Z F_ LL Q LU Qw U) / LLJ w r�r^^ vJ O w U 2 � LU CD 0 ,0 CLICf��f o f Oly Fff�ONAL E�6�� 03.25.2021 No. Code Issue E&A.20 MRTN t iz cmc 5 Rn imd DJV Profen pesyDer DMB Dade 07/25/2019 00000 218094 Door By So CP cmWtlBy DS Two PLUMBING SCHEDULES Bbeel Number P0mm0e6 DOMESTIC WATER EXPANSION TANK SCHEDULE PLAN CODE MFGR MODEL SERVICE CHARGE PRESSURE TANK VOLUME (GAL) ACCEPT. FACTOR OPERATING WEIGHT (LBS.) REMARKS DET -1 THERM-X-TROL STS DOMESTIC WATER BUILDING PRESSURE 2.0 0.45 22 NOTES: KEPHART community •planning •architecture 2555 W,LNnT STREET DENVER, COLORMDO 80208 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720-399-2410 KGAKLOKGROUP.COM UI Z W M O 00 ^, 0 cf) LU LLV ^LLJ C) I..L Z F_ LL Q LU Qw U) / LLJ w r�r^^ vJ O w U 2 � LU CD 0 ,0 CLICf��f o f Oly Fff�ONAL E�6�� 03.25.2021 No. Code Issue E&A.20 MRTN t iz cmc 5 Rn imd DJV Profen pesyDer DMB Dade 07/25/2019 00000 218094 Door By So CP cmWtlBy DS Two PLUMBING SCHEDULES Bbeel Number P0mm0e6 23 B Dw t TTNwPwS I I /1 OVERA1'-0" 1/16" = LL LEVEL 0 PLUMBING UNDERGROUND PLAN Ll GENERAL NOTES: ALL INVERT ELEVATIONS SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. REFER TO CIVIL PLANS FOR CONTINUATION. 2. STORM AND SANITARY LEAVING THE BUILDING SHALL HAVE A 2 - WAY CLEANOUT INSTALLED. SHEET NOTES: N KEY PLAN ® ®Z PROJECT 11i �7, r KEPHART community . planning . architecture 251 WP NUT STREET DENVER, COLOM00 00206 wmr.FepNeRwm 2NKLOK GROUP BOX 914 GOLDENII 80402 Phone: 720399-2470 KGDKLOKGROUP.COM c/ ) FEMM Z LU M O O GD U cf)W Q LU ^Lu 9 I..L Z L a~ H L Q LU Q W W = '^ W (J, W Q H O W U 2 � co (LU c i V N� .Q��PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Orte Issue f&A.10 MRTPL 1 12 CI YC ] 01 1 jWIERR 5 FC iad DJV Rood Despner DMB Na 07/25/2019 JONI 218094 Drowni CP CheGeL By DS Two OVERALL UNDERGROUND PLUMBING PLAN Sheet Number P1=0e1 Y INCOMING DOMESTIC WATER SERVICE. REFER INCOMING FIRE SERVICE. REFER TO CIVIL CW INCOMING GAS SERVICE. REFER TO F ----- CIVIL DRAWINGS FOR ,r6'G UP Dw Fw I I I I I I I I I I I I r_ 3'W UP 3"W 2'W UP —3-W— �L 3" W — — UP 2'W UPi 10��—EMERGANCY 3'W UP 9 I DRAINS=0DFU 7 DFU=B� 4-ryV UP 3"V UP DFU =20 EMERGANCY 3 11 Di=0 DFU g 3'W UP 5 5 13 5 MERGANCY13MINS=0DFU 3•W UP 3'W UP 2"w UP� 3"IN UP 1 31 UP 2W UP 3'W UP 3'W 3"W UP I 12 2'W UP 3'V UP 2"W UP+i� 3'W UP 11=81 UP 2 'W UP I / `` 2'W UP I 3V UP 3'W UP +,F�I1 3 DFU=B I I 4W-3mVV UP3W i / 31W UP 3'W� fDFUkB I 3 g 3 6 I 14 3'W UP UP S ' 3 2"W UP 3'W UP 3 N 10 2"W UP 3'W UP i 3"lN UP 3 31W UP 2'W UP 4'W UP 1 ; i I m11/2"W UP 2•W UP ST UP - 4'•w —2"W UP 3'W UP — — 2 6 4"W UTP "ST UP 2"W UP 4"W UP 8 DFU=g ItDFU=BDFU 1 — 2'WUP�gryyUp DFU=20 DFU=B DFU=16 DFU=8+1 1 DFU=4� 3�W�1 I CFU =52 g -W —6" yp_ I 3'W UPI _TOTALfiDTAt____ 2•W UP 1 DFU=MID 5 IJ DFU =98 3'W UP —3"W- DFU=8 3 a"wuP 2'W UP 4 I a 3'W UP _ 3"IW� DFU=18 2UP _ 3 — 1 DFU=18 'W 4" W — — 4"W UP 2"W UP I 41W UP� 3"WUP 3-W DFU=8 JI, 2 LWUP 3"W UP D 2"W UP +{]—w 3"W— OFU=S "S/OUP 4"SIO UPI e —4'W UP -a6 I a 4 -WO UP I "S/O UP 43 DFU=24 0 IJ� N IRE SERVICE UP 4NJ U� —4' W II 1 I 4'S/O UP /-4'W UP d"W UP 4'ST UP 4" S/O 4"W UP� 11 4"ST / ______________4'W____4 -VU }-- w 11 4"W UP j Ii I I I —6'ST- 1 61• ST — — — rl LEVELO PLUMBING UNDERGROUND PLAN-AREAA DFU=11 GENERAL NOTES 1. ALL INVERT ELEVATIONS SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. REFER TO CIVIL PLANS FOR CONTINUATION. 2. STORM AND SANITARY LEAVING THE BUILDING SHALL HAVE A 2 - WAY CLEANOUT INSTALLED. SHEET NOTES: P6 ALL DRAINSARE TO BE ROUTED THROUGH A 750 GALLON SANWOIL INTERCEPTOR. — 19 ENLARGEDI ENLARGED AREA 'A' AREA'B' ENLARGEDENLARGEI AREA'D' I AREA'C' N KEY PLAN ® 4z PROJECT 11i �7, r KEPHART community . planning m architecture 2M6 WPLNUT STREET DENVER, COLORADO 00206 •vmr.FepleRwm �KLOK GROUP BOX 914 rPh DEN,CO. 90902 e: 720399-2410 LOKGROUP.COM FEMM Z LU M O 00 O V1� l) W �U�1 / LL V 9 N Z L.L L LQ W 0.w �r n^ WLL T V ) LU Q O W U I. 2 Wc .Q� ,"CLICf��f o yq � FffIONAL E�6�� 03.25.2021 rmwny Issue DJVDMB 07/25/2019 JobNi 218094 CPDS PLUMBING UNDERGROUND PLAN-AREAA LPMWNi-0.14 IK L Nw I I I L______________-------------- F--],F— TVI _____________F--]IF- 3'W UP 3"W UP Fn 19 DFU=16 DFU=8 ♦ 1— —A -w— — Pw R S I I 10" SANITARY WASTE. REFR TO CNIL DRAWINGS FOR CONTINUATION TO LDFU=1592 I I I INVERT ELEVATION: 383'-10" b 3'W UP TVI UP 3'W UP ,3" W 2' W- �fZVI UP DFU =10 27 DFU=25 -w UP Al 1 112R UP DFU=10� 28 3'W UP 311W UP 1 31W i 3W UP .3. W 31 REFER TO BASEMENT TOTAL DFU=10 .3"VV D�3'W UP PWEPTO BA OR TDFUOTAL 2 'W UP �1+ CONTINUATION 2 W UP 4"STUP DFU=25 29 3"W UP —14"ST— 1I 4"W UP I 1 DFU=20 — — — — — — 33 — — DFU=20 1 f10"W"GF 32 OFU-380 L — DFU=766 I I I Y TOTALDFUAL TOT ,T 3�IPL DFU =538 111J TOT4 I � ESP3 6^ WASTE DOWN TO BELOW BASMENT SLAB. INSTALL CLEANOUT 18' ABOVE FINISHED FLOOR 4"S/O 6 -ST 6' ST - — I —6' ST— — w I INVERT ELEVATION: 84'a^ R.3 -W — �V=25 4"W_ — — 2'W UP UP 29 3'W UP PDFU=10 3 34UP 35 —6" ST .+4-4' Si 2"vY U= �3'W-- — — 2RN UP • 4"810 UP, 6 -ST UP = /�1�L'ryyl]—TTI DFU=10 — 3-W P"W OF 3"W UP I 3'W UP INVERT ELEVATION: 85'-1" INVERT ELEVATION: 83'-10' -6" ST � STORM WATER VAULT 6'X12'Xe'DEEP 6^ Ila F i0 1 LEVEL 0 PLUMBING UNDERGROUND PLAN -AREA B DFU=10 3'W— 3"W UP 1 1/2'W UP 33 3] 38 ILtF31 3.W-- U=10 TW UP I I I y 3'W UP ZL 3" W — �R2"W UP I 2] OFU=10 B'ST ON 3 I .I P9 I 1 1/2"VV UP Ip 11/2 UP DFU=25 I\ 42 2"W UP 3'W UP TOTAL DFU =25 20W UP 39 73"W UP UP 2'W Qe R S UP GENERAL NOTES 1. ALL INVERT ELEVATIONS SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. REFER TO CIVIL PLANS FOR CONTINUATION. 2. STORM AND SANITARY LEAVING THE BUILDING SHALL HAVE A 2- WAYCLEANOUTINSTALLED. SHEET NOTES: P6 ALL DRAINSARE TO BE ROUTED THROUGH A 750 GALLON SANDIOIL INTERCEPTOR. P33 STORM WATER VAULT BY COPLAND CONCRETE. 6' X12' X8DEEP. PROVIDE WITH TRAFFIC RATED LID WITH 30' MANHOLES. CONTROLLER SHALL BE PROVIDED WITH SECURE ENCLOSURE TO PREVENT VANDALISM REFER TO DETAIL 60N SHEET PM 4 FOR SPA AND SP -2. N KEY PLAN ® 4z PROJECT 11i �7, r KEPHART community . planning . architecture 2565 WPLNUT STREET DENVER, COLOMOn 80206 wmr.FepNeRwm �KLOK GROUP Box 914 GOLDEN,00. 80402 Phone: 720399-2410 KG@KLOKGROUP.COM UI FEMM Z W M O O 00 O V1� l) LU (DLV ^LLJ C) I..L Z l< L Q W0.w LL T I LW vU Q O LU U 2 W co co .Q��PN CLICf��f o i; FffIONAL E�6�� 03.25.2021 No. Case Issue wa&XV imosi 1 12,0= crwoomoi 041 a. 5 mwn ima DJV Pmbd Dagner DMB eeem Dale 07/25/2019 eeem JobMumiaer 218094 CP eeem ChaGa6 By DS LMWNUmMW'j NG UNDERGROUND LAN -AREA B =0.1 B Me Oe Qe DFU=25 TOTAL 42 2'W UP �\ 12n) DFU=25 2'W UP j39 2'W UP 3'W UP 3] 31 `0 U=30 2'W UP EE 2"W UP 2'W U - - - - - - 1� �rp u=1p 10 2"W UP INVERTE NATION: jll,__!'/ 3"W UP 3"W UP fi" 5 363' 3 4" STOM REFER TO SHEET 2•W--0r2•W UP 1] in F243f FOR CONTINUATION Sew UP 4"ST U 2] _ - - - - -4•W UPS - - - - -N - - - - - - 9 /2'W UP —4' ST I— - b 4"W UP .' - 22 "W UP_ _U 3 q��ST a — _�— T"•W 8n DFU=2� pFU=15�_ 2021 OFU=30� 2",V UP 2",V UP I ______ I _ 6. W_ I 6'W` �I�_ 3"W UP DFU=6 OFU=d GWASTE DOWN TO OF vv TOTAL TO AL TOTAL / DFU=74�• 18 D 2]3 3 DFU=421 18 DFU=f0 I� BELOW BASMENTS B DFU=516 DF1=10 38 3"W UP 31 �3"W UP 1n.CW UP n - - 1----4- -- 3" UP �r _3. - _ - - - - 7s 3'W UP in"HW UP - --� I 18 in"CW UPS 29W UP 2"W UP y 2•W UP 22 T----- - ?t U D =10 2"W UP 3'W UP 2•W UP 3"W UP 1l2"HW UP 23 2• W �2"W UP 3'W UP e 2'W UP 4"L VDFU=5 2] 2'W UP I II I I 2'W UP.QQ�3'W UP I _______________i I 29 FU=10 �• .W UP 4^N UP 6 - - - - - - �i 1n"w UP _____________ 23 2'W UP FU 35- 40 4"ST UP 3 1/2"W UP fi'SANRARV. REFER LI TO POOL DRAWINGS FOR CONTINUATION _i fi" W 3"W UP ~DPU=76 6 VVI UP 2" W ­40�2"W UP w z] 3 W UP 3-W UP DFU-ID 38 - - - —I - - - I - —� - �+ - - � - VI UP— UP 3"W -3IW_ •W UP 31 24 TIN UP 6 6 37 41 3] - - - - - 2n 2"W UP; 3"W "W UP A'W �d 'FU kkkkk 83 5 1 in"W UP 3"W UP DFU=60 3 3•W UP 3"W UP- I 2'W UP 5 TVI UP itl2"W UP DF<{=63 �3"W 3'W UP r B e 3 v UP e 14 I rDFU 16 14 di WW UP 2"W UP Twitil 0 "w UP -g _0. W— 13"yY UP ® 3'W UP UPr m I I J ILF INVERTINVERT ELEVA�TF'N: TOT =28111 S01FT OT =BP GPM 10" STORM PIPE. REFER TO CNIL DRAWINGS L Me Oe FOR CONTINUA ON Qe R S LEVEL 0 PLUMBING UNDERGROUND PLAN -AREA C GENERAL NOTES 1. ALL INVERT ELEVATIONS SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. REFER TO CIVIL PLANS FOR CONTINUATION. 2. STORM AND SANITARY LEAVING THE BUILDING SHALL HAVE A 2 - WAY CLEANOUT INSTALLED. SHEET NOTES: P32 6'PUMPED DISCHARGE FORM SP -1 AND SP -2 IN STORM WATER VAULT. N KEY PLAN ® 4z PROJECT 11i �7, r KEPHART community. planning . architecture 2515 WPLNIIi STREET DENVER, COLOMOn 00206 wmr.Nyl.n.wm �KLOK GROUP Box 914 GOLDEN,00. 90402 Phone: 720399-2410 KG@KLOKGROUP.COM FEMM Z LU M O 00 U V1� l) W �U�1 / LL V LLJNC) Z LL F Q LUQw A 1� _ U) i/ • w LU Q O �w U 2 W Ci .Q��PN CLICf��f o 2, FffIONAL E�6�� 03.25.2021 No. Drte Issue f&A.10 MRTP1 CIT C 5 Nn Ibd DJV Emwny DMB 07/25/2019 JobNi 218094 CP DS PLUMBING UNDERGROUND PLAN -AREA C SRWNi P1-0.1 C UP /Y1 3"W te Ee I I I I DFU = 24 4'W UP I Q L I I UP ,oiDFU -40 3"W UP '• 2'VV UPi .6. W . W_ 3"W UP \ 3"W UP 2'W UP 8 - T#� - 2"W UP - - - - - - 4'WUP �+ RFU-�2I8 7 up 2"W L 3'AV UP I - 3"W UP I \ EMERGANCY �4 ST - I11 2"W UP 3'W UP — -3-W� — DrU=8 I TOFU =35 DRAIN =0DFU--��p 3"W UP 13 15 I DI'U=20 TOTAL I DFU=6�� �` 39W UP 3'W UP 1 DFU =15 TOTAL 2•W UP 4' U pryV UP DFU I 4••W UP 21 DFU =421J 10— 18 I 3"W UP 18 -3NV UP - - - - - - - - —3 - - - - - -- 14 3'W UP+ 4NV UP 3'W UP 3 U_20 J�EMERGANCY 7 •W 2UP } I DRAIN =O DFU 5 3 �hff Q 3•W UP 2-W UP -4"W— i6 3"w UP 4s ——- 2•W 19 DFU=ifi -- -- 11/4'G UP &3.1-1 low UP DFU =20i 2.1w UPI - - - - - - - - - - - I D2"W UP 1114- GAS @14-W.C. REFER TO 1 LANDSCAPE DRAWINGS FOR FU =1 11 3"W I� 3'W UP CONTINUATION TO FIRE PR Q I 2'W UP 3'W UP Iy DFU jB 21dW UP - W 3"W UP L TY 10 2"W UP DRU J A2"W 30W UP 2WU11P�IT T J 3'W UP 19 — DFU=B 7- DFU=72 FU60 - - - - - - - - - - - - �� VW UP 2"W UP 3"W UP v L -d" W— t 6 1P 3"W UP J 4•M1NUP 3•W UP _-_�_-_� - - r - - - - - - - _ 2'W UP-�{4"W UP 8 15 y 5 2"W UP 7 3•W UP li 31W UP 3'W UP 11/2"W UP 11/2'W U 7 2-W UP 8 1 1 8 I a 3"W UP 3"W UP [^ 10 2"W UP+0— id id 10 --0�29W UP li 3"w UP DP 3RN �c_ i�-------- - - - - - u �A �B Ce Ee He J� C n LEVEL 0 PLUMBING UNDERGROUND PLAN -AREA D 118 GENERAL NOTES: ALL INVERT ELEVATIONS SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. REFER TO CIVIL PLANS FOR CONTINUATION. 2. STORM AND SANITARY LEAVING THE BUILDING SHALL HAVE A 2 - WAY CLEANOUT INSTALLED. SHEET NOTES: N KEY PLAN ® 4z PROJECT 11i �7, r KEPHART community a planning . architecture 2S6 WPLNUT STREET DENVER, COLORADO 00206 •vmr.FepleRwm �KLOK GROUP BOX 914 GOLDENi 90402 Phone: 720399-2410 KGQKLOKGR0UP.COM FEMM Z LU M O 00 U cf)LUF'1 L �V Lu Q N Z L.L F- LQ w^ 0.Q W U) I LU W Q O LU U 2 Lu co co .Q��PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 N0. De[e Issue f&28.20 MRTPL 1 CITYC 2 01 12 t jC10R OM5 FC ibd Di Mjj Despner DMB SS 07/25/2019 JobNi 218094 Di By mi CP CIreWtlBy DS Tae PLUMBING UNDERGROUND PLAN -AREA D SRWNemEer P1 -0e1 D SHEET NOTES: P6 ALL DRAINS ARE TO BE ROUTED THROUGH A 750 GALLON SANDIOIL INTERCEPTOR. GA GB GC GD GE GF n OVERALL GARAGE LEVEL 0 PLUMBING PLAN Vl 3/32" = 1'-0" 111 �� ■ KEPHART community a planning a architecture 2555 WPLNUT STREET DENVER, COLORADO 00206 wmr.F"pNeRmm NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2470 K LOKGROUP.COM Cf) FEMM Z LU M M O O GD O QCf)W L CD ^Lu 9 I..L Z L a~ H L < LU Q W W = '^ W (J, W Q H 0 �W U 2 � LU ' ^ M V � 0N "Q��PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Orte Issue f&A.16 MRTP1 5 Rn ibd DJV 140FOI Dagrier DMB Ne 07/25/2019 JONI 218094 Down By CP CNOwd By DS Tae GARAGE LEVEL 0 PLUMBING PLAN SM1eel Number P1-1 a0 GA GB GC GD GE GF 4 n OVERALL GARAGE LEVEL 1 PLUMBING PLAN 3/32" = 1'-0" SHEET NOTES E42 PROVIDE EXIT SIGN WITH W MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORM& CIRCUIT AHEAD OF ANY SWITCHING P6 ALL DRAINS ARE TO BE ROUTED THROUGH A 750 GALLON SANDIOIL INTERCEPTOR. 111 �� ■ KEPHART community • planning a architecture 25SS WPLNUT STREET DENVER, COLORADO 00206 losses wmr.FepN"Rmm NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2470 K LOKGROUP.COM c/ ) FEMM Z W M O O GD U cf)W Q LU ^Lu 9 I..L Z L a~ H L Q w Q W W = '^ W (J, W Q H O W U 2 � LU c (coD N� I. "Q� ,"CLICf��f o yq � Fff�ONAL E�6�� 03.25.2021 No. Drte Issue wmX MRTA1 5+ 5 RC ibd DJV Hohn pesyNer DMB Ne 07/25/2019 218094 Down By CP CIRdaJ By DS Tae GARAGE LEVEL 1 PLUMBING PLAN SM1eel NumWr P1-1 a1 G1 G2 G3 GA GB GC (GD GE GF n OVERALL GARAGE LEVEL 2 PLUMBING PLAN (. ) 3/32. _ �,_G„ SHEET NOTES: P6 ALL DRAINS ARE TO BE ROUTED THROUGH A 750 GALLON SANDIOIL INTERCEPTOR. 111 �� ■ KEPHART community a planning a architecture 2555 WPLNUT STREET DENVER, COLORADO 00206 wmr.FepNeRwm NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2410 K LOKGROUP.COM Cf) FEMM Z W M M O O CD U QCf)W L CD ^Lu 9 I..L Z L a~ H L Q w Q W W = '^ W (J, W Q H 0 �W U LU c ' ^ co V � N� .Q��PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Orte Issue f&A.16 MRTP1 5 RC ibd DJV Hohn DesyNe, DMB Ne 07/25/2019 JONI 218094 Down By CP CNOwd By DS Tae GARAGE LEVEL 2 PLUMBING PLAN S WNumber P1-1 a2 G1 G2 G3 GA GB (GC (GD GE GF OVERALL GARAGE LEVEL 3 PLUMBING PLAN U 3/32" = T-0" SHEET NOTES: P6 ALL DRAINS ARE TO BE ROUTED THROUGH A 750 GALLON SANDIOIL INTERCEPTOR. 111 �� ■ KEPHART community a planning a architecture 2555 WPLNUT STREET DENVER, COLORADO 00206 wmr.FepNeRwm NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2410 K LOKGROUP.COM Cf) FEMM Z W M M O O CD U QCf)W L CD ^Lu 9 I..L Z L a~ H L Q Q W W w = '^ W (J, W Q H �W 0 U 2 � LU c ' ^ V co � N� CLICf��f o .Q��PN Fff�ONAL E�6�� 03.25.2021 No. Orte Issue f&A.16 MRTP1 5 RC ibd DJV Hohn DesyNe, DMB Ne 07/25/2019 JONI 218094 Down By CP CNOwd By DS Tae GARAGE LEVEL 3 PLUMBING PLAN MWNumber P1 -1a3 111 �� ■ KEPHART community a planning a architecture 2555 WPLNnT STREET DENVER, COL0R4UD0 00206 wmr.FepNeRmm NKLOK GROUP BOX 914 GOLDENI 90402 Phone: 720399-2470 KGOICLOKGROUP.001111 Cf) FEMM Z W M M O O M 0 QCf)W L CD ^Lu 9 I..L Z L a F- L Q w Q W LU W = W GA GB GC GD GE GF NN Y �W o z ELEV.3 014 LU � M EL98 2 __ f n REFUSE CKUT V RG7 Q 1 (OPEN TO BELOW) SA lO 4'FD-0 4'FD4 FFD -5 STWIR ENTRY 2 6 -FD -5 SE103 2 2 It I I I I Q�ppDU UCENs I : =o I �T` r. I� I I Fff�ONAL EN6\�,�, 1 I 4^FD-4 lie I _ _ 03.25.2021 INo. Dale Issue _V 71.14 MRTPL uP _�� —-------- ----� z ou iarvraenn w Be I I I 9 8 I DJV a I I I I Rob'UagSIT rier DMB NB � o7i2srzo7s a JONI 279094 17' mei Y CP - Cheded BY DS Tae m GARAGE LEVEL 4 PLUMBING n OVERALL GARAGE LEVEL 4 PLUMBING PLAN PLAN u0 3/32" = 1'-0" I— SM1eelNumEer = i7 lY P1-1 a4 0 111 �� ■ KEPHART community a planning • amhitectum 25SS WPLNIIT STREET DENVER, COLORADO 00206 seems wmr.FepleRmm NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2470 K LOKGROURCOM Cf) FEMM Z W M M O O GD 0 QCf)W L CD ^Lu 9 I..L Z L GA GC GD GF H Y Q W a= W Uj Q U) O �W Q (OPEN TO BELOW) LU 1 FFD -5 676"FO-5 0 CD O r1/ 1 � 1 RE ERTOARCHRECTU L 1 < DDRA RAT GE FOR ROOF 93 1 / 8'FDd YN" C(lC(N�f �N O 93 1 A 37 M A 7 I FffIONAL ENb�t\ I 1 03.25.2021 I ' 1 No. Orta Issue ' 1 2 01.14.201 SIGN 1 I � 5 E_ RC Ibd DJV a FT0F01 paltrier DMB Ne 07/25/2019 JobNumlxV 218094 n OVGARAGE ROOF LEVEL PLUMBING PLAN mWe y ERALL CP V 3/32" = 1'-0'• reWtlBy DS TBe o GARAGE LEVEL 5 PLUMBING PLAN p H SNal Number 2 29 29 lY L 1 P1-1.5 0 C Nw Pw R S II I I I I I I i i I I n OVERALL LEVEL 0 BASEMENT PLUMBING PLAN 1 1/16! = 1L -0t 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFERTO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLANS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PIAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENTIFIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIMURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING FIBERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 13. ALL FLOOR DRAWINGS AAE 2' FD -1 UNLESS NOTED OTHERWISE. 14, ALL FLOOR SINKS ARE Y FS -1 WITH la GRATE UNLESS NOTED OTHERWISE. 15. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 16. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 17. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CALLOUS, AND PIPE SIZE. 18. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. N KEY PLAN ® ®Z PROJECT 111 �� ■ KEPHART community a planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80208 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGOIKILOKGROUP.001111 U) Z LU 5 M O 00 O LL V a^1 1 Lu N9 m Z L.L L Q W0.w LL T U) I W W Q O �w U co CLU c i V N� 1.0c 1. . o yq i; Fff�ONAL E�6�� 03.25.2021 No. Date Issue f&A.10WwRI 5+ ogr 5 Fn , DJV Rojecl Designer DMB Due 07/25/2019 JobNuI 218094 Dmwn8y CP Cloned By DS Two OVERALL BASEMENT PLUMBING PLAN 1;MWNumber P2mm0m1 L Nw I I I I I n PLUMBING BASEMENT PLAN -AREA B 1/8" = 1'V 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFERTO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLANS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PIAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENTIFIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIMURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING FIBERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 13. ALL FLOOR DRAWINGS AAE 2' FD -1 UNLESS NOTED OTHERWISE. 14, ALL FLOOR SINKS ARE Y FS -1 WITH la GRATE UNLESS NOTED OTHERWISE. 15. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 16. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. P. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CALLOUS, AND PIPE SIZE. 18. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFER TO TYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. PIS REFER TO PARKING GARAGE DRAWINGS FOR ROUTING OF PARKING DRAINS. SHOWN FOR INFORMATION ONLY. P26 2' PUMPED DISCHARGE UP FROM ESP -2. P30 REFER TO DETAIL 4 ON SHEET R4.4. N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning a architedure 2555 WALNUT STREET DENVER, COLORADO 80208 �KLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2470 KGOIKILOKGROUP.001111 U) Z W M 5 O 00 O V ^1 1 LL Lu N9 aaa m Z L.L L Q Qw LU '^ W LU vr�^^ rJ O w U 2 LLJ ci V � N� 1.0c yq 1. o . i; FffIONAL E�6�� 03.25.2021 No. Dale Issue f&A.10WoRI 5+ Or 5 roN ibd DJV Pmbd pesyDer DMB Dale 07/25/2019 JobNumlxV 218094 Drawn By CP CIRded By DS Tae BASEMENT PLUMBING PLAN -AREA B Meet Number P2-0836 C D PLUMBING BASEMENT PLAN -AREA C O 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFERTO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PIAN OF SLOB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENTIFIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP ANDWATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHITE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3' FS -1 WITH In GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PIAN FOR PLUMBING FIXTURES AND EQUIPMENT CALLOUTS. AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFERTOTYPICAL ENIUMGEDUNITPLANS WATERED PLUMBING FIXTURES AND MECIL PLANS FOR MORE INFORMATION. P28 REFER TO DETAIL 2 AND 3 ON SHEET RUA. N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • amhitecture 25S WALNUT STREET DENVER, COLORADO 00206 memo NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM U) Z LU 5 M O 00 U V1� l) LU (DLL V Lu 9 N Z L.L F_ LLQ LU Qw '^ W (J, w Q O �w U CLU c i V N0 1.0c 1. o FffIONAL E�6�� 03.25.2021 No. Dale Issue f&A.10WorshmI 04, Or 5 Fn l Iw DJV PmjId Designer DMB Me 07/25/2019 JONI 218094 Down By CP CNORId By DS Tae BASEMENT PLUMBING PLAN -AREA C sree: Number P2=0.3C I I I I I I I I I I 7 F f B3e.,, ^ UNITA1., UNIT 47.7 UNIT B2.1 PEEN17 7N1TA1;1 UNIT 32.1 9NI 7NIT�1;1 n AO.1 FN_ �I/f11A� 1 r— III II° .,o 771La sa Ia UNIT A2., 6 - 5 UNIT A2.1 I L7 AI UNIT Bill cai IN Ji IIII � Jz � I •z II 1 cis I AI 1 I�I o'�I±11�1�' I I I AA al milli�N1 9,i[e+n.�.,•— -= ■ !, .. .`Iitl���r�11��J� �ee�_ it � �� �'� 0 '11Q I�n"diil- ::.. '� I ■r._�sa��a; I _I�, �j, Itl e0I ■� I�J� � 11� �� I - I3 IBL����- — ,Q - ■'. 1 i ���j�jI�T) � jl•� an I l�L IJ�° '�.C�71■Im Ia �- - • IL—'ria III 1 s' . .ea�s•J - �r Alois w., IIIS'I� tit Y km 1 HIM GENERAL NOTES: 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR RUNS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WRHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. D 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL 13e•1 BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. 19 AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING FIBERS WITH WALL TYPES AND STRUCTURAL STEEL. 5104 12, PLUMBING FIxTURE$ SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. AO., 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. -- 14. ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15 ALL FLOOR SINKS ARE 3"FS-1 WITH 1n GRATE UNLESS NOTED OTHERWISE. AO'1 16. ALL INVERT ELEVATIONS LIE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING is INSTALLED. 17. ALL CIRCUIT SETTERS(BVE) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO �14n) PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR FLUMBING FIXTURES AND EQUIPMENT CALLOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. UNITB20.1 SHEET NOTES: L is 12 ) In UNIT A2.1 UNIT B2e., UNIT Wei N KEY PLAN ® ®z PROJECT 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLORADO 80208 �KLOK GROUP BOX 914 GOLDENI 90402 Phone: 720399-2470 KGONULOKCIRCILIP.0011101 v I FEMM Z W M O 0 (b O cl /L�UPA Lu o_ Z NL.L F_ LL <W Qw '^ w (�, w Q F= O �w U W of .o� pPN CLIi ICE��fo Ll 03.25.2021 s Fff�ONAL E�6�� 03.25.2021 No. Dale Issue f&A.10 MTDP1 5 � FC ibd DJV Projecl0ayner DMB ee 07/25/2019 JobiNtotor 218094 CP CIaWtl By DS Two OVERALL LEVEL, PLUMBING PLAN Steel Number P2=1 e 1 n LEVEL 1 PLUMBING PLAN -AREA A e3:Q1�:7_1��[��� 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFERTO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PIAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WRHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIMURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COIR WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING FIBERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHITE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3" FS -1 WITH In GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CALLOUS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: 2�ilo94:l[Of19[N]\g114ViHgBig] 11119sA211gol W1110112[do]2:I9C1:IDue] It: WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. P10 GAS SERVICE: PROVIDE 314'GAS@14'W.C. TO GAS WATER HEATER. INSTALL GAS METER, GAS REGULATOR, GAS COCK AND 6' DIRT -LEG. REFER TO DETAIL 4 ON SHEET EMS. PIS REFER TO PARKING GARAGE DRAWINGS FOR ROUTING OF PARKING DRAINS. SHOWN FOR INFORMATION ONLY. ENLARGEDI ENLARGED AREA 'A' AREA'B' ENLARGEDENLARGEI AREA'D' I AREA'C' N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLORADO 00206 some NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2470 KG@KLOKGROUP.COM U) Z LU 5 M O 00 U l^ LU (DLV 9 N see Z L.L F_ LLQ LU Qw 0_ _ '^ W (J, w Q 0 �w U 2 co CLU c i V et N0 1.0c 1. o FffIONAL E�6�� 03.25.2021 No. Drte Issue f&A.10 MPTA1 04, 5 FC ibd DJV Prmecl Designer DMB ele 07/25/2019 JobNumIxV 218094 Dew By CP ClaGaa By DS Tae LEVEL 1 PLUMBING PLAN-AREAA sree: Number P2=1.3A /1 LEVEL 1 PLUMBING PLAN -AREA B 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFERTO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLANS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PIAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COIR WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING FIBERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHITE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3' FS -1 WITH In GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CALLOUS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFERTOTYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. PIS REFER TO PARKING GARAGE DRAWINGS FOR ROUTNG OF PARKING DRAINS. SHOWN FOR INFORMATION ONLY. N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLORADO 00206 NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2470 KG@KLOKGROUP.COM U) Z W 5 M O 00 U l ^ LU (DLV 9 N Z L.L F_ LLQ w Q W '^ W (J, w Q O �w U 2 LLJ ci V � N� 1.0c 1. . o yq i; FffIONAL E�6�� 03.25.2021 No. Dale Issue f&A.10 MPTAL 5+ Or 5 mpw ibd DJV Pmjeq pagr,er DMB Dale 07/25/2019 JobNumlxV 218094 Dew By CP CSeGaL By DS Tae LEVEL 1 PLUMBING PLAN -AREA B sree: Number P2=1.3B rl LEVEL 1 PLUMBING PLAN -AREA C O 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFERTO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PIAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COIR WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING FIBERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHIM EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3' FS -1 WITH 1/2 GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CALLOUS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFERTOTYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. P2 REFER PARKING GARAGE SHEETS FOR CONTINUATION. P19 REFER TO PARKING GARAGE DRAWINGS FOR ROUTING OF PARKING DRAINS. SHOWN FOR INFORMATION ONLY. N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLORADO 00206 memo NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2470 KG@KLOKGROUP.COM U) Z W 5 M O GD U l ^ LU (DLV 9 N mm Z L.L F_ LLQ w Q W '^ W (J, w vr�^^ rJ O w U 2 LLJ ci V � N� .Q��PN CLICf��f o FffIONAL E�6�� 03.25.2021 No. Date Issue f&A.10 MTDA1 04, Or 5 FC ibd DJV Project Designer DMB Dale 07/25/2019 JobNumIxV 218094 Drawn By CP CSeclaL By DS Tae LEVEL 1 PLUMBING PLAN -AREA C sree: Number P2=1.3C GI IN'. Tc Tc Tc n LEVEL 1 PLUMBING PLAN -AREA D GENERAL NOTES: 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLANS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WRHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHITE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3" FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFERTOTYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. P2 REFER PARKING GARAGE SHEETS FOR CONTINUATION. P18 1' GAS REGULATOR AND GAS COCK. REGULATE FROM 2 PSI DOWN TOW W.C. N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLORADO 00208 memo NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM UI Z LU 5 M O 00 U l ^ LU (DLL V 9 N Z L.L F_ LLQ w Q W '^ W (J, w Q O �w U co CLU c i V N� 1.0c 1. " o yq i; FffIONAL E�6�� 03.25.2021 No. Cabe Issue f&A.10 MPTP1 04, Or 5 Fn l DJV F10)e1 Designer DMB Fmwny 07/25/2019 JobNumlxV 218094 CP DS 1 PLUMBING PLAN -AREA D Sree: Number P2=1.3D 111113HE1111 CeNN14CL1noM 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFERTO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PIAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3' FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. N KEY PLAN ® ®z PROJECT 111 �� ■ KEPHART community • planning • architecture 25S WALNUT STREET DENVER, COLORADO 00206 seem NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM U) Z LU 5 M O 00 U l ^ LU (DLL V N9 Z L F_ LLQ LU Qw U) I LU w Q O �w U co CLU c i V N� 1.0c 1. . o yq i; Fff�ONAL E�6�� 03.25.2021 No. Dale Issue f&A.10WiRLDMI 04, 5 p ibd DJV Pmol Designer DMB 0000000 Dole 07/25/2019 000000 JobNumlxV 218094 000000 Dmwn8y CP 000000 CheGeL By DS 000000 Two OVERALL LEVEL 2 PLUMBING PLAN L;P2=2ml 23 � Dw Fw T I n LEVEL 2 PLUMBING PLAN -AREA A GENERAL NOTES: 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WRHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3" FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFERTOTYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. PIS REFER TO PARKING GARAGE DRAWINGS FOR ROUTING OF PARKING DRAINS. SHOWN FOR INFORMATION ONLY. ENLARGEDI ENLARGED AREA 'A' AREA'B' ENLARGEDENLARGEI AREA'D' I AREA'C' N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 25S WALNUT STREET DENVER, COLORADO 00206 memo NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM Z W 5 M O 00 U l ^ LU (DLL V 9 N Z L.L F_ LLQ LU Qw 0_ _ '^ W (J, w Q O �w U 2 LLJ ci V � N� 1.0c 1. " o yq i; FffIONAL E�6�� 03.25.2021 No. Cale Issue f&A.10WorshmI 04, Or 5 FC ibd DJV F10)e1 Designer DMB Fmwny 07/25/2019 JobNumlxV 218094 CP DS 2 PLUMBING PLAN-AREAA Sree: Number P2mm2.3A 19 - K L Me Oe Qe 11 rl LWj2 PLUMBING PLAN -AREA B 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFERTO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PIAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3' FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFERTOTYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. PIS REFER TO PARKING GARAGE DRAWINGS FOR ROUTING OF PARKING DRAINS. SHOWN FOR INFORMATION ONLY. N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLORADO 00206 NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2410 KG@KLOKGROUP.COM U) Z W 5 M O GD U l ^ LU (DLL V om_ N Z L.L F_ LLQ LU Qw '^ W (J, w Q O �w U 2 LLJ ci V � N� Q�.0CLIC. . o yq i; FffIONAL E�6�� 03.25.2021 No. Dale Issue f&A.10 MPTA1 5+ Or 5 mpw ibd DJV Pmbd pesyNer DMB Dale 07/25/2019 JoaNumlaer 218094 Dmwn By CP CIreWtl By Da, Tae LEVEL 2 PLUMBING PLAN -AREA B Sree: Number P2=2.3B GENERAL NOTES: 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SITE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3' FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFER TO TYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 25S WALNUT STREET DENVER, COLORADO 00206 memo NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM U) Z LU 5 M O 00 U l ^ LU (DLL V 9 N Z L.L F_ LLQ LU Qw '^ W (J, w Q O �w U co CLU c i V N� 1.0c 1. . o yq i; Fff�ONAL E�6�� 03.25.2021 No. Cale Issue f&A.10WorshmI 04, Or 5 Fn l DJV F10)e1 Designer DMB Fmwny 07/25/2019 JobNumlxV 218094 CP DS 2 PLUMBING PLAN -AREA C sree: Number P2=2.3C GENERAL NOTES: 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SITE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLANS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3' FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFER TO TYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 25S WALNUT STREET DENVER, COLORADO 00206 memo NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM U) Z LU 5 M O 00 U l ^ LU (DLL V 9 N Z L.L F_ LLQ LU Qw '^ W (J, w Q O �w U co CLU c i V N� 1.0c 1. . o yq i; Fff�ONAL E�6�� 03.25.2021 No. Cale Issue f&A.10WorshmI 04, Or 5 Fn l DJV F10)e1 Designer DMB Fmwny 07/25/2019 JobNumlxV 218094 CPDS 2 PLUMBING PLAN -AREA D Sree: Number P2=2.3D 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WRHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. '" 9 //9 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. �1 12. PLUMBING FIXTURES SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR 8n) IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15. ALL FLOOR SINKS ARE 3" FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 6n) 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 4n) 18 REFERTOARGEDP AN FOR PLUMBING FIXTURES AND EQUIPMENT CA LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. 2n) 10 25 D n OVERALL LEVEL 3 PLUMBING PLAN SHEET NOTES: N KEY PLAN ® ®z PROJECT 111 �� ■ KEPHART community • planning • architecture 25S WALNUT STREET DENVER, COLORADO 00206 seem NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2410 KG@KLOKGROUP.COM U) Z W 5 M O 00 U cf) W ��I�1 / L V mLu Q N Z L.L �L LLQ w Q W W = '^ W (J, W Q H 0 �W U CLU cr) V N0 .Q� PN CLICf��f o FffIONAL E�6�� 03.25.2021 No. Dale Issue f&A.10WiRLDMI 04, 5 pc , DJV 0000000 Pmol Designer DMB D ole 07/25/2019 0000000 JobNumlxV 218094 CP000000 DS SIT 000000 EVEL 3 PLUMBING PLAN S5eel Numlr°r P2=3e1 23 � t t Y n Y n n LEVEL 3 PLUMBING PLAN -AREA A GENERAL NOTES: 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SITE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3" FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFER TO TYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. ENLARGEDI ENLARGED AREA 'A' AREA'B' ENLARGEDENLARGEI AREA'D' I AREA'C' N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 25S WALNUT STREET DENVER, COLORADO 80208 memo NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM Z LU 5 M O GD U l ^ LU (DLL V 9 N Z L.L F_ LLQ LU Qw '^ W (J, w Q O �w U co CLU c i V N� Q�.0CLIC. " o yq i; FffIONAL E�6�� 03.25.2021 No. Cale Issue f&A.10WorshmI 04, Or 5 FC ibd DJV F10)e1 Designer DMB Fmwny 07/25/2019 JobNumlxV 218094 CP DS 3 PLUMBING PLAN-AREAA sree: Number P2mm3.3A rl LEVEL 3 PLUMBING PLAN -AREA B 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFERTO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLANS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PIAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3" FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFERTOTYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. PIS REFER TO PARKING GARAGE DRAWINGS FOR ROUTING OF PARKING DRAINS. SHOWN FOR INFORMATION ONLY. N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLORADO 00206 NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM U) Z W 5 M O 00 U l ^ LU (DLL V 9 N Z L.L F_ LLQ LU Qw '^ W (J, w Q O �w U 2 LLJ ci V � N� 1.0c 1. " o yq i; FffIONAL E�6�� 03.25.2021 No. Dale Issue f&A.10 MPTA1 5+ Or 5 mpw ibd DJV Pmbd pesyNer DMB Dale 07/25/2019 JoaNumlaer 218094 Dmwn By CP CIreWtl By Da, Tae LEVEL 3 PLUMBING PLAN -AREA B Sree: Number P2 -3.3B /1 LW,3 PLUMBING PLAN -AREA C O GENERAL NOTES: 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SITE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLANS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3' FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFER TO TYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 25S WALNUT STREET DENVER, COLORADO 00206 memo NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM U) Z LU 5 M O GD U l ^ LU (DLL V 9 N Z L.L F_ LLQ LU Qw '^ W (J, w Q O �w U co CLU c i V N� Q�.0CLIC. . o yq i; FffIONAL E�6�� 03.25.2021 No. Cale Issue f&A.10WorshmI 04, Or 5 Fn l DJV F10)e1 Designer DMB Fmwny 07/25/2019 JobNumlxV 218094 CP DS 3 PLUMBING PLAN -AREA C sree: Number P2 -3.3C 23 l rs / Ce Ee He T l I I I I I n LEVEL 3 PLUMBING PLAN -AREA D 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SITE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFERTO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PIAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3" FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFER TO TYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 25S WALNUT STREET DENVER, COLORADO 00206 losses NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM U) Z LU 5 M O 00 U l ^ LU (DLV Lu 9 am Z NL.L �L LLQ LU Qw '^ W (J, w Q O �w U co CLU c i V N� Q�.0CLIC. " o yq i; FffIONAL E�6�� 03.25.2021 No. Cale Issue f&A.10WorshmI 04, Or 5 FC ibd DJV F10)e1 Designer DMB Me 07/25/2019 JobNumlxV 218094 Dawn By CP CIRdaJ By DS Tae LEVEL 3 PLUMBING PLAN -AREA D sree: Number P2 -3.3D Dw Fw � K � Nw Pw R S I I I I I I I I "SU SE -0ATI(Y" 1 UNITAi 7UNIT2 UNIT B2 UNITA7 UNITA1 SUNSE ROOM O 40 BR KOUT LO t'��1ai 4 T Al I m UNITl We Im., ,.•r�.!mlaur�as��ll ,. ma�e..la!�I�•D-1r1.�a a■ L'r=1: L. � - ���- = u u '_-— -� of IIIIIIIIIIIIIIIIII li 405 Lim L.._ fat p, I I �Ce41;�ia"R1� --- fir.:=-- ---- • a Jill�!°L� , It ! Iii lop Ll Ing wa�aile� 'I� �I IFyy `{e i I 1111 LVlI _; a_!I =L �a��'I,IIr�� I1�1 �a� i..0 .owl :�� �� s,:.: i� � J • I�aa,es.mII �_ ._.� '/ III • sweeping N• iS.u_2�1, i MF xa yl 1D - r N `mil : _1 ISI ISI �yyil ° 1 I� lL pa=.�I � �I � LL u J, L_ _J IanlinN� L_— 1 I ILII —J ISL- -JL_ _J� � II- I—I-.,n�,_•�I 11 w: -r _ rryv SIC q1 a tl;i cl6' i�3E.. s's9 I� SII X111 I■11°_ - _NIT B2e i IiNch�i I , 1 ,1 OVERALL LEVEL 4 PLUMBING PLAN 1/16" = 1'-0'• 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLANS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3" PS -I WITH 1/2 GRATE UNLESS NOTED OTHERWISE. 16 ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV 1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. N KEY PLAN ® ®z PROJECT 111 �� ■ KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLORADO 00206 .,..,..x.Rn.n.Po,,, NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM U) Z W 5 M O 00 U will cl LU (DLV oN_ Z11< LL F_ L.L < LU Q W W = '^ W (J, W Qcio H O �W U LU C`') (D .Q��PN CLICf4�f o i r y f KWh FffIONAL E�6�� 03.25.2021 No. Deft Issue f&a1.10 MPTN 5 � DJV Rojecl Dayner DMB loolooloo Ne 07/25/2019 loolooloo JobNumpxl 218094 Ron y CP ChBGeL By DS Two OVERALL LEVEL 4 PLUMBING PLAN Steel Number P2-4.1 n LEVE_4P LUMBIINIG PLAN -AREA A GENERAL NOTES: 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WRHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHRE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3' FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFERTOTYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. P17 4'VENTUPTO4NTR. PZ2 3'VENTUPT03^RR. ENLARGEDI ENLARGED AREA 'A' AREA'B' ENLARGEDENLARGEI AREA'D' I AREA'C' N KEY PLAN ® 4z PROJECT 111 �� ■ KEPHART community • planning • architecture 25S WALNUT STREET DENVER, COLORADO 00206 memo NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM Z LU 5 M O 00 U l ^ LU (DLL V 9 N Z L.L F_ LLQ LU Qw '^ W (J, w rUr^^ vJ ow U co CLU c i V N� Q�.0CLIC. . o yq i; FffIONAL E�6�� 03.25.2021 No. Cale Issue f&28.20WorshmI 04, Or 5 FC ibd DJV PYO)e1 Designer DMB Fmwny 07/25/2019 JobNumlxV 218094 CP DS 4 PLUMBING PLAN-AREAA Sree: Number P2mm4.3A GENERAL NOTES: 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLOB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. K L NW �A 1 R C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. Y O 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPUES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING FIBERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHITE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. Sesames -- - --- — 13. REQUIRED PIPE GIZES ARE SHOWN NEXTTO KEY NOTE. SUNsEr RATIO 14, ALL FLOOR DRAWINGS PRE 2'FD-1 UNLESS NOTED OTHERWISE. 7 15, ALL FLOOR SINKS ARE 3'FS-1 WITH W GRATE UNLESS NOTED OTHERWISE. P22 P22 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS P22 27 INSTALLED. P1] UNIT Al UNIT Al 3O 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO UNIT B2 pi Po ---- ------ UNITB30 PLANS FOR REQUIRED GPM. I p1 P22 p1 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CALLOUTS, BREAK OUT LOUNGE I 5 AND PIPE SIZE. 410E Pt] LIZ P17 5 1 P22 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. —o od 1A 13 12 28 ........... ® 9 ® ao Lo 3, SHEET NOTES: ° o BD P2z P22 (WFU3UEC= (WED (WFU 4"CW Piz (WFU=11) p17 (WED 7) - (WFU=].44 ) P17 (WFU=7) P1 REFERTO TYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD j ..... ..... j WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED oil _.: _� O -....;- .... O RUNS FOR MORE INFORMATION. RMATION. P11 d VENT UP TOdNTR. 3'V DN 1 10 8 1 — O 32 19 PIS REFERTO PARKING GARAGE DRAWINGS FOR ROUTING OF PARKING DRAINS. 2"CW — — — — 1112'CW — 1112'CW- SHOWN FOR INFORMATION ONLY. (WFU=98) 5 4 P22 3'VENT UP TO 3'VTR. PZ3 4' STORM UP TOeRD1. 3 1 STAIR4 P24 4'STORMOVERFLOWUPT04'OF01. 5104 014 CO RADO I H _ A/ N I I I e 29 AD P22 P22 P1 (WFU- 34 35 FU U 6 Limu 4 -ST ON 3/4,C ----- P 2 P22 (WFU- P22 P22 AD ®1 29 P1 3'V /A ... ....... 7�3�7I P17 33 3 V O 38 31 771L j Q P I I I PARKINGGARAGE L4 �RncE>�3 V UNIT B2e P7 I I P 2 27 (WFU (WFU=11) 629 II ENLARGED ENLARGED l JI AREA'A' AREA'B' I I I ENLARGED ENLARGED AREA'D' AREA'C' /1 LEVEL 4 PLUMBING PLAN -AREA B 1/8" = 1'-0" N KEY PLAN ® 4 PROJECT 111 �� ■ KEPHART community Is planning • architecture 2555 WALNUT STREET DENVER, COLORADO 80208 NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2410 KG@KLOKGROUP.COM U) Z W 5 M O O cf) W ��I'1 / L V Lu Q z L Q w Q W W = '^ W J, W Q O �W U 2 CD W lM/ 0 15 00 Lie" 4�f o FffIONAL 03.25.2021 No. DeLe Issue f&A.10 MTDAL 114, 5 � egg roNn iER DJV Pmbd pagner DMB Dale 07/25/2019 JobNumlxV 218094 men y CP eeaeae CIRded By DS TBe LEVEL 4 PLUMBING PLAN -AREA B sree: Number P2=4s3B mommommommommmom Me Oe II I I I I I I I I I I CLOSET 402 OF DN EV: CVV___1_'—'3 Ink '�-- �® -- I I w iMIS V Imp p ,� ■ NI ® bra UNITAI UNITAP_ GENERAL NOTES: 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION pVCOORDINATE RER LOCATIONS WITH FLOOR ALVES NOT SHOWN ON FLOOR PUNS. R S 3.U SLAB PENETRATIONS SHALL BE SLEEVED. ALL PIPINOF SUBG RSERSASHALLBALL FLOOR E NS INSTALLED Qe WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL 42 L J ��� �� CONNECTION. _ B THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. r- - C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. ` 99 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER U > Pt7 SUPPLY FIXTURE STOPS AND VALVES. 3] V T. ON THE DOMESTIC HOT &COW WATER PIPING WATER HAMMER ARRESTERS SHALL 3� a 31 BE PROVIDED AT ALL QUICK SHUTOFF DEVICE BVALVES. IV I A IS. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE t I' a LOCATED ABOVE HARD CEILINGS. Mosses IN • ■I= II ■ ;all N_I I!I UNIT All -Ir- - - I UNIT B2 P1 I I I - — —20 — — — — I �- I 2n B C P 1n o I I o 5 P22 ] Q B QI P17 3-V UNIT Bae P1 3-v I ig 14 ob P2YX I I I ji — I rl LEVEL 4 PLUMBING PLAN -AREA C (WFU=11) 1 Q 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. g I. COORDINATE ALL PLUMBING FIBERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHITE EXCEPT WHERE NOTED OTHERWISE OR o IMPLIED BY MODEL NUMBER. 7q 0 P17 8n 13. REQUIRED PIPE SIZES ARE SHOWN NI KEYNOTE. 3 3•V VV 38 14, ALL FLOOR DRAWINGS PRE 2 -FD -I UNLESS NOTED OTHERWISE. 3" V 15, ALL FLOOR SINKS ARE 3" FS -1 WITH 1/2 GRATE UNLESS NOTED OTHERWISE. I -------------- v 31 16. ALL INVERT ELEVATIONS (E) SHALL BE FIELD VERIFIED BEFORE ANY PIPINGS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. ® 27 UNIT B2e 18. REFER TO ENIARGED PIAN FOR PLUMBING FIXTURES AND EQUIPMENT CALLOUTS, AND PIPE SIZE. P1 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. P22 340MSHEET NOTES: (WFU=11) U P1 REFER TO TYPICAL GMIXTUENLARGED MIXTURES FOR L UNIT. REF RT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. — — — — P22 4'VENTUPT0TR. 6` P22 3'VENT UP T03^3NRR. 40 ——— I n® T. cm I�hL'�■�i'�7 � li ,- Ir """"""'" ■1 -� 11 � III ���1 M N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community Is planning • amhitecture 25S WALNUT STREET DENVER, COLORno0 80208 losses �KLOK GROUP BOX 914 GOLDEN,OO. 90402 Phone: 720399-2410 KG@KLOKGROUP.COM U) Z LU 5 M O 00 O cf) LU P1 LU Q N Z L.L F_ LLQ w/ Q W L U) U W Q LU O 0 U LU co Cco N� I. .Q� , CL/Cf4�fo FffIONAL E�6�� 03.25.2021 No. Date Issue f&A.10 MRTP1 5 � Nn iIW DJV Rojecl Dayner DMB Ne 07/25/2019 JobNumlxV 218094 CP CIRdaJ By DS Tae LEVEL 4 PLUMBING PLAN -AREA C sree: Number P2=4.3C —q 4 sessel I■r m 3 1 Q 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. g I. COORDINATE ALL PLUMBING FIBERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHITE EXCEPT WHERE NOTED OTHERWISE OR o IMPLIED BY MODEL NUMBER. 7q 0 P17 8n 13. REQUIRED PIPE SIZES ARE SHOWN NI KEYNOTE. 3 3•V VV 38 14, ALL FLOOR DRAWINGS PRE 2 -FD -I UNLESS NOTED OTHERWISE. 3" V 15, ALL FLOOR SINKS ARE 3" FS -1 WITH 1/2 GRATE UNLESS NOTED OTHERWISE. I -------------- v 31 16. ALL INVERT ELEVATIONS (E) SHALL BE FIELD VERIFIED BEFORE ANY PIPINGS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. ® 27 UNIT B2e 18. REFER TO ENIARGED PIAN FOR PLUMBING FIXTURES AND EQUIPMENT CALLOUTS, AND PIPE SIZE. P1 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. P22 340MSHEET NOTES: (WFU=11) U P1 REFER TO TYPICAL GMIXTUENLARGED MIXTURES FOR L UNIT. REF RT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. — — — — P22 4'VENTUPT0TR. 6` P22 3'VENT UP T03^3NRR. 40 ——— I n® T. cm I�hL'�■�i'�7 � li ,- Ir """"""'" ■1 -� 11 � III ���1 M N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community Is planning • amhitecture 25S WALNUT STREET DENVER, COLORno0 80208 losses �KLOK GROUP BOX 914 GOLDEN,OO. 90402 Phone: 720399-2410 KG@KLOKGROUP.COM U) Z LU 5 M O 00 O cf) LU P1 LU Q N Z L.L F_ LLQ w/ Q W L U) U W Q LU O 0 U LU co Cco N� I. .Q� , CL/Cf4�fo FffIONAL E�6�� 03.25.2021 No. Date Issue f&A.10 MRTP1 5 � Nn iIW DJV Rojecl Dayner DMB Ne 07/25/2019 JobNumlxV 218094 CP CIRdaJ By DS Tae LEVEL 4 PLUMBING PLAN -AREA C sree: Number P2=4.3C CeNN14CL1noM 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SIZE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFERTO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLAINS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PIAN OF SLAB ABOVE. ALL FLOOR SLOB PENETRATIONS SHALL BE SLEEVED. ALL PIPING RISERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY LINE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH -IN AND CAP UNTIL FINAL CONNECTION. B) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT& COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES & VALVES. S. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FIXTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FIXTURES SHALL BE WHITE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 13. REQUIRED PIPE SIZES ARE SHOWN NEXT TO KEY NOTE. 14, ALL FLOOR DRAWINGS PRE 2' FD -1 UNLESS NOTED OTHERWISE. 15, ALL FLOOR SINKS ARE 3' FS -1 WITH W GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CA -LOUTS, AND PIPE SIZE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SIZES. SHEET NOTES: P1 REFERTOTYPICAL ENLARGED UNIT PLANS FOR ROUTING OF HOT AND COLD WATER TO PLUMBING FIXTURES AND MECHANICAL UNIT. REFER TO ENLARGED PLANS FOR MORE INFORMATION. P17 4'VENTUPTO4YTR. P22 3'VENTUPTO3NTR. N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community Is planning • architecture 25S WALNUT STREET DENVER, COLORADO 00206 memo NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2470 KG@KLOKGROUP.COM U) Z LU 5 M O 00 U l ^ LU (DLL V N9 Z L F_ LLQ LU Qw '^ W (J, w Q O �w U co CLU c i V N� 1.0c 1. . o yq i; Fff�ONAL E�6�� 03.25.2021 No. Dale Issue f&A.20WorshmI 04, Or 5 FC ibd DJV Flme1 Designer DMB Me 07/25/2019 JobNumlxV 218094 Dawn By CP CIRdaJ By DS Tae LEVEL 4 PLUMBING PLAN -AREA D Sree: Number P2=4.3D 23 B Dw Fw n K n Nw Pw R S I I I I I Y I I I I j WR tWR Q 4'VTR 4 R Q 6"WR 4wt�VYR Q;', �; m4VTR 3^ CC Q Q COmm m NWm- 3VTR 3 R m 00Wbm3N7R m Q --- --- ris 1 DSO 4-0 D-11 lr`Shlvl 1440SOIFT ImS 4"RD-, - �18n) 31 GP Fi 100050ffT 2155W (17s� 31 GP 31 GPM 0) t3WR e _ (3� Q - E� - - - --�14n) 3"VTR Q 8 4"OFD4 Q 4YIR p� B50 Sa 2] GPM I 3'ViTi �' 8 mom'" 12n) �i1 1 mm �i Q 4"FD.l 4'RD-0 10WWFT d'OF 1 11305 Fi d.0FD-1 3'VrR 4'VTR 10 4GPM 38 GPM — 10 TVTR FC — - 9 101 Q Q m 3'V1W m mion m 3"VTRm m m m 3NTR m m3VTR m o;IVTR m 3'17 8n 4"VTR Q d 3. 3'VTR } Q Q 3'VTR —3'VTR — Q 4"WR 13"VTR �'``���'' 3NTR 7$ — 3"VTR 3VT (.� 3'VrR Q 0 34VTR y �3NTR 8 317R H� TR-- — 111111 41 6 — — — 3"VTR mm 47 GPM 0:�"vr VTR 1� 3"WR � l 4"0f0-1 b3"VTR B 8 3^RRQ O3' — — — — — - — — — — — — — — — — 8 ® R — — — T -I- 3s R—� — — — — — — — 4VR 6 — XVT 4°VIR1n 4"VTR — — — O 3'vrR 8 4 -WR m O - Q 3"WR o 3'VTR 23 B Ce Ee He J I I Me Oe Qe R S /,1 OVERALL ROOF LEVEL PLUMBING PLAN U 1/1 B..=�0.. N KEY PLAN ® ®Z PROJECT 111 �� ■ KEPHART community a planning a amhitectwe 2555 WPLNnT STREET DENVER, COLORADO 00206 MENEM wmr.FepNeRwm NKLOK GROUP BOX 914 GOLDENI 90402 Phone: 720399-2410 KGDKLOKGROUP.COM V ) FEMMZ W M 5 M O 00 O cf) Lu (DL V LLJ Q N Z L.L F LQ w Q W W = U) W� W Q O W U 2 W co ' ^ M V � 0 .Q��PN CLICf��f o i r Fff�ONAL 03.25.2021 No. Dale Issue *21 MIMI 5 an ibd DJV PSI Designer DMB ele 07/25/2019 JONI 215094 mwn Y CP CNI By DS Two OVERALL ROOF LEVEL PLUMBING PLAN %%Number P2=5a1 Ee 4"W 2W OF 2'W LL 1 1/� 4"G ON I ENLARGED LEVEL 4 AMENITIES PLUMBING PLAN �3 118j J MAIL u'J 4"W UP/DN 17 2"YV UP 3"W UP 2'W UP 105 U. 2"W UP 3'W UPIDN UP - TW UP TO 31W G 5 - - - 2"G @2N I Q2 1 1/4'G @14"W.C. P11 I 1'G @14"W. 1 WORK 105 1'G U 2'W LL 1 1/� 4"G ON I ENLARGED LEVEL 4 AMENITIES PLUMBING PLAN �3 118j J L GENERALNOTES 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SITE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLANS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLAB ABOVE. ALL FLOOR SLAB PENETRATIONS SHALL BE SLEEVED. ALL PIPING FIBERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY UNE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH IN AND CAP UNTIL FINAL CONNECTION. S) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT 8 COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES 8 VALVES. 8. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FUTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FUTURES SHALL BE WHITE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 1 9 13. REQUIRED PIPE SEES ARE SHOWN NEXT TO KEY NOTE. 14. ALL FLOOR DRAWINGS PRE T FD -1 UNLESS NOTED OTHERWISE. 15. ALL FLOOR SINKS ARE T FS -1 WITH 112 GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CALLOUTS, AND PIPE SEE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SEES, Me Oe TV ON - LIBRARY 112 - - 2"W UPLvv- 3"W UP 20 TW UP im u'J 4"W UP/DN 17 2"YV UP 3"W UP 2'W UP ---' u-2 ' p 12-W TMV- U. M 45 T W YV U UP - TW UP TO 31W G '3"W UP I I 31W UP/DN P11 I MECH CW �1"HW - 5-2/ 41W UP/DN los 1 2'W UP 3'W UP/DN GD -1 -3/4" Hl _ _ PK "W UP FP3rWDN- 1"HW- - 2YY U. a_ _ _ _ 1 1'HW 10T _ I S 2- = 2'W UP 2"W UP 3'W UP T UPS 3' UP= o 118a �. G.4"G- 4" G- 11/2"CW :::7 1112"CW - - - nil - - - - - MSB -1 2W UP 3'W ON 3"W UP/DN 1 IleG DN 1'G @14".C. 2"W U sell UP 1'G UP I 22 3'W UPIDN 3'W UP [FM�ll 5-2/ 1DN SUN ROOM MGR. 2'W UP OFF CONF. 03 LOBBY LOB 121 104 1/2"CW CW ODN 120 1 1/4 "G UP L GENERALNOTES 1. FOR CONTINUATION OF PLUMBING OUTSIDE OF BUILDING SEE SITE UTILITIES PLAN (SEE CIVIL DRAWINGS). 2. REFER TO PLUMBING ISOMETRICS FOR PLUMBING PIPING SIZES AND ISOLATION VALVES NOT SHOWN ON FLOOR PLANS. 3. COORDINATE RISER LOCATIONS WITH FLOOR PLAN OF SLAB ABOVE. ALL FLOOR SLAB PENETRATIONS SHALL BE SLEEVED. ALL PIPING FIBERS SHALL BE INSTALLED WITHIN WALL OR PIPE CHASE. 4. PROVIDE GAS COCK AND PRV ON GAS SUPPLY UNE AT EACH GAS EQUIPMENT LOCATION. 5. PLUMBING EQUIPMENT A) THE PLUMBING CONTRACTOR SHALL ROUGH IN AND CAP UNTIL FINAL CONNECTION. S) THE PLUMBING CONTRACTOR WILL SET HIS EQUIPMENT/FIXTURES. C) THE PLUMBING CONTRACTOR WILL MAKE FINAL CONNECTIONS. 6. WHERE APPLICABLE, ROUGH -IN SHALL INCLUDE THE FIXTURE P -TRAP AND WATER SUPPLY FIXTURE STOPS AND VALVES. 7. ON THE DOMESTIC HOT 8 COLD WATER PIPING WATER HAMMER ARRESTERS SHALL BE PROVIDED AT ALL QUICK SHUTOFF DEVICES 8 VALVES. 8. PROVIDE ACCESS PANELS WHERE WATER AND NATURAL GAS BRANCH VALVES ARE LOCATED ABOVE HARD CEILINGS. 9. PROVIDE LOOSE KEY STOPS FOR FUTURE SUPPLIES. 10. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE AND SOIL STACK. AVOID FLOOR CLEANOUTS EXCEPT WHERE SHOWN ON DRAWINGS. ORIENT WALL CLEANOUTS TO OPEN IN THE LEAST PUBLIC ROOM WHERE POSSIBLE. 11. COORDINATE ALL PLUMBING RISERS WITH WALL TYPES AND STRUCTURAL STEEL. 12. PLUMBING FUTURES SHALL BE WHITE EXCEPT WHERE NOTED OTHERWISE OR IMPLIED BY MODEL NUMBER. 1 9 13. REQUIRED PIPE SEES ARE SHOWN NEXT TO KEY NOTE. 14. ALL FLOOR DRAWINGS PRE T FD -1 UNLESS NOTED OTHERWISE. 15. ALL FLOOR SINKS ARE T FS -1 WITH 112 GRATE UNLESS NOTED OTHERWISE. 16. ALL INVERT ELEVATIONS (IE) SHALL BE FIELD VERIFIED BEFORE ANY PIPING IS INSTALLED. 17. ALL CIRCUIT SETTERS (BV -1) SHALL BE SET TO NO LESS THEN 0.5 GPM. REFER TO PLANS FOR REQUIRED GPM. 18. REFER TO ENLARGED PLAN FOR PLUMBING FIXTURES AND EQUIPMENT CALLOUTS, AND PIPE SEE. 19. REFER TO RISER DIAGRAMS FOR ROUTING OF PIPE AND MORE PIPE SEES, Me Oe TV ON - LIBRARY 112 - - 2"W UPLvv- 3"W UP 20 TW UP im u'J 4"W UP/DN 17 2"YV UP 3"W UP 2'W UP ---' u-2 ' p 12-W TMV- U. M 45 T W YV U UP - TW UP TO 31W G I I I I I P11 I 2 CW �1"HW - - 1 3'W UP/DN UP~ti "W UP FP3rWDN- T fl2"W = WOMENS � 118a - - MSB -1 BAR P35 11-9 1 [FM�ll 5-2/ 1DN LOUNGE 11/4"G UP GD -1 t-2 L- 1/2"CW CW ODN 120 1 1/4 "G UP TW DN z IN 2"VUPTO 3 Wel Lq TAAV-1 2"W UP 27D 2"W UP 19 3'NV UP/DN WC -3 UP TO 1/2" CW ON PATIO 2'AAV-1 (TYPICAL OF 3) WH -1 12a EYPICALOF3) - _ _ _ _ OFFICE VST _ _ _ - 102 180 1 Ph 3"OFD-2 3TD-2 I I I ® I WH -1 S258 SQ/FT 8 GPM PM --------------- 3"USN1 - - - - -T- - - -- - - - - - s I I I I I I I I I I P11 I Iftimmk5lik T. 3'W m 4'W SHEET NOTES: P8 REFER TO POOL DRAWINGS FOR LAYOUT OF EQUIPMENT AND ROUTING OF PIPING. P9 3/4 - GAS @W"WC. TO GAS GRILLS. INSTALL GAS REGULATOR, GAS COCK AND B' DIRT -LEG. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL LOCATION Pl1 FOR EACH LIVING UNIT, PROVIDE I' STOP VALVE AND 314' WATER SUBMETER. VERIFY EXACT LOCATION WITH ARCH. REFER TO DETAIL 100N SHEET P00.1. P25 2- GAS TO (2) BOILERS FOR THE FOOL PB -1@242 CFH AND SC -1@ 182CFH. PROVIDEANDINSTALLI'GASREGULATORANDGAS COCK REGULATE FROM 2 PSI DOWN T014' W.C.. REFER TO POOL EQUIPMENT DRAWINGS FOR CONTINUATION. P28 REFER TO DETAIL 2 AND 30N SHEET PO -0.4. P29 REFER TO DETAIL I ON SHEET Po -0.4. P33 STORM WATER VAULT BY COPLAND CONCRETE. S'X12'X8'DEEP. PROVIDE WITH TRAFFIC RATED LID WITH 30" MANHOLES. CONTROLLER SHALL BE PROVIDED WITH SECURE ENCLOSURE TO PREVENT VANDALISM REFER TO DETAIL 60N SHEET P00.4 FOR SP -1 AND SP -2. P34 ROUTE BOTH STORM AND STORM OVERFLOW ABOVE CEILING AND INSULATE PIPING TO PREVENT FREEZING. P35 10CW AND 10HW DOWN TO BELOW FLOOR AND ROUTE TO SINK 32. P36 2- WASTE DOWN AND T VENT UP TO T'AAV-1.112' HOT AND IIT'COLD WATER UP FROM BELOW SLOB TO S2. EXTEND 12' HOT WATER TO DISHWASHER. RUNE GRAIN PIPE FROM DISHWASHER TO AN APPROVED AIR GAP. REFER TO DETAIL 4 ON SHEET PO -0.2. 0 ;W Dl7s zAAv� 5 UPIDN ON 5� - 3s U UPIDN "4V UP !D - 2n 1n I KEPHART community •planning •architecture 2MS WPLNLT STREET DENVER, coLORnoo eoma GROK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2410 KG@KLOKGROUP.COM c/ ) FEMM Z W 5 M O 00 Feel O V1� l) W �UP1 / LV LLJ C)_ z� L Q w Q W 0. 1:A 1 U) i/ • w LU Q �w O U 2 I. W .Q� ,IN CLICf4�f o y Fff�ONAL E�b�t\ 03.25.2021 No. Dale Issue E&A.20 ME& z 01.1 1 CWNERk CN m mv 5 Pill SP Dl Rohn DesyNa DMB Done 07/25/2019 JobNi 218094 CP Chided By DS Toe ENLARGED AMENITIES PLUMBING PLAN S6eel NumEer P3 -0e1 UNIT - AO HW VOLUME REVIEW: PER 2015 IECC C404.5.2 HIGHEST VOLUME RUNS ARE NOTED BELOW MAXIMUM VOLUME OF 0.5 GALLONS IS PERMITTED CONTRACTOR TO VERIFY LENGTHS BELOW ARE NOT EXCEEDED TO LAVATORY (L-1) PIPE LENGTH (FTI VOL(GALI 3/4" PIPE 8.0 0.188 1/2" PIPE 22.0 0.258 TOTAL 0.445 TO SHOWER (SH -1) PIPE LENGTH fFT) VOL(GALI 3/4" PIPE 8.0 0.188 1/2" PIPE 24.0 0.281 I PI F1 IIx L--1 TO KITCHEN SINK (S-1) PIPE LENGTH (FTI VOL (GAL) 3/4" PIPE 1 8.0 1 0.188 1/2" PIPE 21.0 0.246 TOTAL 0.434 UNIT - Al HW VOLUME REVIEW: PER 2015 IECC C404.5.2 HIGHEST VOLUME RUNS ARE NOTED BELOW MAXIMUM VOLUME OF 0.5 GALLONS IS PERMITTED CONTRACTOR TO VERIFY LENGTHS BELOW ARE NOT EXCEEDED TO LAVATORY (L-1) PIPE LENGTH (FTI VOL(GALI 3/4" PIPE 5.0 0.117 1/2" PIPE 32.0 0.375 TOTAL 0.482 TO SHOWER (SH -1) PIPE LENGTH tFTI VOL(GALI 3/4" PIPE 5.0 0.117 1/2" PIPE 26.0 0.305 TOTAL 0.422 TO KITCHEN SINK (S-1) PIPE LENGTH (FTI VOL(GALI 3/4" PIPE 4.0 0.094 1/2" PIPE 34.5 0.404 TOTAL 0.498 IMB-1 -o, 1Y1"CW DNJ 1/2'CW DNI 1/2'HW DNI Pt6 P21 GWH 1 H- 2-FD-2 DN Q 1Y2"HW DN p3 1,ITHW DN 1Y1"CW DN 2 CW ON n U1"_P OLUMBING PLAN NI 341- HWFF xx LIVINGIDININGli I- 00 =� rvl m clBEDROOM 00 I I � II II PIPE IN I I I I CEILING BELOW I 114 d S-11 III GIT J /2 "HW ON 1 T'CW ON �WWB-1f W 1 KITCHEN 00 n UNIT AI P11- LUMBING PLAN SH -2 WC -1 , ON ON ON 314" UNIT AO -HOT AND COLD WATER RISER DIAGRAM U I \A rr6 � � f � P13 P12 d \ SH -2 � 000s 4. / CW ��\ \ 14- HW O-\ _ �� WWB-1 3l4" CW CP; ' GWH P21 1 3 UNIT Al -HOT AND COLD WATER RISER DIAGRAM SHEET NOTES P3 REFER TO PLUMBING PLANS FOR CONONUATION. 310 GAS SERVICE: PROVIDE 314" GAS @ 14" W.C. TO GAS WATER HEATER. INSTALL GAS METER, GAS REGULATOR, GAS COCK AND 6' DIRT -LEG. REFER TO DETAIL ON SHEET PPD.3. P12 ALL HOT AND COLD WATER PIPING IN LIVING UNIT SHALL BE 314'EXCEPT WHERE SHOWN OTHERWISE AND 10TO INDIVIDUAL PLUMBING FIXTURES. DO NOT LOCATE WATER PIPING IN ATTIC OR EXTERNAL WALLS. ON TOP FLOOR ROUTE WATER PIPING BENEATH FLOOR IN HEATED AREA RESPECTIVE TO FI)TURES. P13 VERIFY LENGTH OF HOT WATER PIPING FROM GAS WATER HEATER TO REMOTI HOT WATER FIXTURE IS LESS THAN 50 FTTOAL PER 2018 IECC CODE -NO HOT WATER CIRC PUMP OR PIPING NEEDED. P14 11THW AND 112"CW DOWN IN WALL. ROUTE PIPING IN CEILING BELOW TO ISLAND SINK IN HALF WALL TO Si. P16 EXTEND 112' HOT WATER TO DISHWASHER. RUNE DRAIN PIPE FROM DISHWASHER TO AN APPROVED AIR GAP. REFER TO DETAIL 4 O SHEET P00 2 P20 CONNECT XCIAWS AND 311 FROM WATER HEATER TO FAN COIL UNIT CONNECTIONS. REFER TO MECHANICAL PLANS FOR FINAL LOCATION. REFER TO PLUMBING DETAIL 10 ON SHEET R-0.1. P21 WATER HEATER ROOM REFER TO DETAIL 10 ON SHEET PG -0.1. I 111 �� ■ KEPHART community • planning • architecture 2S6 WPLNUT STREET DENVER, COLORADO 80208 �KLOK GROUP BOX 814 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKUOKGROUP.COM UI Z W M O GD O cf) LU LL V LU 0 N Z L.L L Q W0.w LL T U) I W W Q O �w U 2 � W 1. I..L •Q� ,0 C o UI. 03.25.2021 No. Dale Issue f&28.20 MRTPL z 0vl 1 CWNERR aN 5 9 Nn iNa DJV mom D"ner DMB Dole 07/25/2019 JONu 218094 mwn Y CP CheGe6 By DS TBe ENLARGED TYPICAL UNIT PLUMBING PLAN Sbeel Number P3-0.2 LIVING wl 00 O' S-1/ a GD -1 KITCHEN 00 BEDROOM Ux cm 11I WWBA 1/2" HW 3/4" HWR Oe We HWS 3 1R15 2R2S x 12 H- P13 i CW112"CW L10 um HW — : Irl 11112 DN Q 1Y2"HW DN p3 1,ITHW DN 1Y1"CW DN 2 CW ON n U1"_P OLUMBING PLAN NI 341- HWFF xx LIVINGIDININGli I- 00 =� rvl m clBEDROOM 00 I I � II II PIPE IN I I I I CEILING BELOW I 114 d S-11 III GIT J /2 "HW ON 1 T'CW ON �WWB-1f W 1 KITCHEN 00 n UNIT AI P11- LUMBING PLAN SH -2 WC -1 , ON ON ON 314" UNIT AO -HOT AND COLD WATER RISER DIAGRAM U I \A rr6 � � f � P13 P12 d \ SH -2 � 000s 4. / CW ��\ \ 14- HW O-\ _ �� WWB-1 3l4" CW CP; ' GWH P21 1 3 UNIT Al -HOT AND COLD WATER RISER DIAGRAM SHEET NOTES P3 REFER TO PLUMBING PLANS FOR CONONUATION. 310 GAS SERVICE: PROVIDE 314" GAS @ 14" W.C. TO GAS WATER HEATER. INSTALL GAS METER, GAS REGULATOR, GAS COCK AND 6' DIRT -LEG. REFER TO DETAIL ON SHEET PPD.3. P12 ALL HOT AND COLD WATER PIPING IN LIVING UNIT SHALL BE 314'EXCEPT WHERE SHOWN OTHERWISE AND 10TO INDIVIDUAL PLUMBING FIXTURES. DO NOT LOCATE WATER PIPING IN ATTIC OR EXTERNAL WALLS. ON TOP FLOOR ROUTE WATER PIPING BENEATH FLOOR IN HEATED AREA RESPECTIVE TO FI)TURES. P13 VERIFY LENGTH OF HOT WATER PIPING FROM GAS WATER HEATER TO REMOTI HOT WATER FIXTURE IS LESS THAN 50 FTTOAL PER 2018 IECC CODE -NO HOT WATER CIRC PUMP OR PIPING NEEDED. P14 11THW AND 112"CW DOWN IN WALL. ROUTE PIPING IN CEILING BELOW TO ISLAND SINK IN HALF WALL TO Si. P16 EXTEND 112' HOT WATER TO DISHWASHER. RUNE DRAIN PIPE FROM DISHWASHER TO AN APPROVED AIR GAP. REFER TO DETAIL 4 O SHEET P00 2 P20 CONNECT XCIAWS AND 311 FROM WATER HEATER TO FAN COIL UNIT CONNECTIONS. REFER TO MECHANICAL PLANS FOR FINAL LOCATION. REFER TO PLUMBING DETAIL 10 ON SHEET R-0.1. P21 WATER HEATER ROOM REFER TO DETAIL 10 ON SHEET PG -0.1. I 111 �� ■ KEPHART community • planning • architecture 2S6 WPLNUT STREET DENVER, COLORADO 80208 �KLOK GROUP BOX 814 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKUOKGROUP.COM UI Z W M O GD O cf) LU LL V LU 0 N Z L.L L Q W0.w LL T U) I W W Q O �w U 2 � W 1. I..L •Q� ,0 C o UI. 03.25.2021 No. Dale Issue f&28.20 MRTPL z 0vl 1 CWNERR aN 5 9 Nn iNa DJV mom D"ner DMB Dole 07/25/2019 JONu 218094 mwn Y CP CheGe6 By DS TBe ENLARGED TYPICAL UNIT PLUMBING PLAN Sbeel Number P3-0.2 UNIT - A2 HW VOLUME REVIEW: PER 2015 IECC C404.5.2 HIGHEST VOLUME RUNS ARE NOTED BELOW MAXIMUM VOLUME OF 0.5 GALLONS IS PERMITTED CONTRACTOR TO VERIFY LENGTHS BELOW ARE NOT EXCEEDED TO LAVATORY (L-1) PIPE LENGTH (FT) VOL (GAL) 3/4" PIPE 1 6.0 1 0.141 1/2" PIPE 1 18.0 1 0.211 TOTAL 0.352 TO SHOWER (SH -11) PIPE LENGTH (FT) VOL (GAL) 3/4" PIPE 6.0 0.141 1/2" PIPE 20.0 0.234 TOTAL 0.375 TO KITCHEN SINK (S-1) PIPE LENGTH (FTI VOL (GAL1 3/4" PIPE 6.0 0.141 1/2" PIPE 25.01 0.293 TLggi�IKNLI UNIT - A2 -A HW VOLUME REVIEW: PER 20151ECC C404.5.2 HIGHEST VOLUME RUNS ARE NOTED BELOW MAXIMUM VOLUME OF 0.5 GALLONS IS PERMITTED CONTRACTOR TO VERIFY LENGTHS BELOW ARE NOT EXCEEDED TO LAVATORY (L-1) PIPE LENGTH (FTI VOL (GALL 3/4" PIPE 15.0 0.117 1/2" PIPE 18.0 0.211 TOTAL 0.328 TO SHOWER (SH -1) PIPE LENGTH (FTI VOL (GALI 3/4" PIPE 5.0 0.117 1/2" PIPE 20.0 0.234 TOTAL 0.352 TO KITCHEN SINK (S-1) PIPE LENGTH (FTI VOL (GAL) 3/4" PIPE 5.0 0.117 1/2" PIPE 25.0 0.293 TOTAL 0.410 /1 UNITA2 PLUMBING PLAN rl UNIT A2a PLUMBING PLAN Ll 1/4" = 1'-0" V V V V ON I 5-11 GD -1 U UNIT A2 - HOT AND COLD WATER RISER DIAGRAM 0 1 :'GmM. P21 i E6 .4051 co-i /1 UNIT A2a - HOT AND COLD WATER RISER DIAGRAM U 3' 1 SHEET NOTES: P3 REFER TO PLUMBING PLANS FOR CONTINUATION. 310 GAS SERVICE: PROVIDE 314" GAS @ 14' W.C. TO GAS WATER HEATER. INSTALL GAS METER, GAS REGULATOR, GAS COCK AND 6- DIRT -LEG. REFER TO DETAIL ON SHEET P00.3. P12 ALL HOT AND COLD WATER PIPING IN LIMING UNIT SHALL BE 314"EXCEPT WHERE SHOWN OTHERWISE AND 10TO INDIVIDUAL PLUMBING FIXTURES. DO NOT LOCATE WATER PIPING IN ATTIC OR EXTERNAL WALLS. ON TOP FLOOR ROUTE WATER PIPING BENEATH FLOOR IN HEATED AREA RESPECTIVE TO FIXTURES. P13 VERIFY LENGTH OF HOT WATER PIPING FROM GAS WATER HEATER TO REMOTI HOT WATER FIXTURE IS LESS THAN 50 FTTOAL PER 20181ECC CODE -NO HOT WATER CIRC PUMP OR PIPING NEEDED. P14 1/2'HW AND 1YYCW DOWN IN WALL. ROUTE PIPING IN CEILING BELOW TO ISLAND SINK IN HALF WALL TO Si. P16 EXTEND W' HOT WATER TO DISHWASHER. RUNE DRAIN PIPE FROM DISHWASHER TO AN APPROVED AIR GAP. REFER TO DETAIL 4 O SHEET P00.2 P20 CONNECT XCIAWS AND 314'HWR FROM WATER HEATER TO FAN COIL UNIT CONNECTIONS. REFER TO MECHANICAL PIANS FOR FINAL LOCATION. REFER TO PLUMBING DETAIL 10 ON SHEET R-0.1. P21 WATER HEATER ROOM REFER TO DETAIL 10 ON SHEET PO -0.1. 111 �� ■ KEPHART community • planning a anchiteclwe 25FS WALNUT STREET DENVER, COLORADO 80208 ;NKLOK GROUP BOX 814 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM c/ ) FEMM Z LU M O O OD U w Lu Q� 9 N Z L.L F— LQ LU Q W '^ W (J, W Q H O W U 2 � co (LU c i V 1. .Q� ,0 C o yq i; Ff00h I. 03.25.2021 No. Dale Issue f&A.10 MTDPL z 0vi 1 CWNERR aN m 5 RC ibd DJV ROFd paltrier DMB loolooloo Me 07/25/2019 looloo JobNumloar 218094 CP CBSGe6 By DS Two ENLARGED TYPICAL UNIT PLUMBING PLAN Sbeel Number P3mm0m3 UNIT - 01 HW VOLUME REVIEW: PER 20151ECC C404.5.2 HIGHEST VOLUME RUNS ARE NOTED BELOW MAXIMUM VOLUME OF 0.5 GALLONS IS PERMITTED CONTRACTOR TO VERIFY LENGTHS BELOW ARE NOT EXCEE TO LAVATORY (L-1) PIPE LENGTH (FT) VOL (GAL) 3/4" PIPE 5.0 0.117 1/2" PIPE 22.0 0.258 TOTAL 0.375 TO SHOWER (BT -1) PIPE LENGTH (FT) VOL (GAL) 3/4" PIPE 5.0 0.117 1/2- PIPE 40.0 0.469 TOTAL 0.566 TO KITCHEN SINK (S-1) PIPE LENGTH (FTI VOL (GALT 3/4" PIPE 5.0 0.117 1/2" PIPE 32.0 0.375 TOTAL UA92 UNIT - 02-A HW VOLUME REVIEW: PER 20151ECC C404.5.2 HIGHEST VOLUME RUNS ARE NOTED BELOW MAXIMUM VOLUME OF 0.5 GALLONS IS PERMITTED CONTRACTOR TO VERIFY LENGTHS BELOW ARE NOT EXCEEDED TO LAVATORY (L-1)1 PIPE LENGTH (FT) VOL (GALT 3/4" PIPE 1 5.0 0.117 1/2" PIPE 10.0 0.117 TOTAL 0.234 TO SHOWER (SH -1) 1 PIPE LENGTH fFTI VOL fGALI 3/4" PIPE 5.0 0.117 1/2- PIPE 15.0 0.176 TOTAL 0.293 TO LAVATORY (L-1) 2 PIPE LENGTH(Fn VOL (GAIT 3/4" PIPE 5.0 0.117 1/2" PIPE 32.0 0.375 TOTAL 0.492 11TCW 1/THW TO SHOWER (SH -1) 2 PIPE LENGTH (FT) VOL (GAL) 3/4" PIPE 5.0 0.117 1/2"PIPE 31.0 0.363 TOTAL 0.480 TO KITCHEN SINK (BT -1) PIPE LENGTH (FTI VOL (GALL 3/4" PIPE 5.0 0.117 1/2" PIPE 26.0 0.305 IPA%1�OB94'. n UNIT 61 PLUMBING PLAN rl UNIT B2 PLUMBING PLAN U 1/4" = -POI I [ n UNIT B1 - HOT AND COLD WATER RISER DIAGRAM lJ 14" HWR 40 g 314"HWS 0 rB / P12U ® NN P13 I ♦ 3'A" CW ♦ P3 .12,NW /I ♦ / ♦♦�/ ON llImmo ON I 3.11 �> GD-1cl A�nl 1 N U i ON 1f // D� P16 1 P21 GWH I IM84� 1� SH - UNIT B2 - HOT AND COLD WATER RISER DIAGRAM LJ SHEET NOTES P3 REFER TO PLUMBING PLANS FOR CONTINUATION. P10 GAS SERVICE: PROVIDE 3W'GAS@ 14` W.C. TO GAS WATER HEATER. INSTALL GAS METER, GAS REGULATOR, GAS COCK AND 6' DIRT -MG. REFER TO DETAIL ON SHEET P00.3. P12 ALL HOT AND COLD WATER PIPING IN LIVING UNIT SHALL BE 3/4" EXCEPT WHERE SHOWN OTHERWISE AND 10TO INDIVIDUAL PLUMBING FIXTURES. DO NOT LOCATE WATER PIPING IN ATTIC OR EXTERNAL WALLS. ON TOP FLOOR ROUTE WATER PIPING BENEATH FLOOR IN HEATED AREA RESPECTIVE TO FIXTURES. P13 VERIFY LENGTH OF HOT WATER PIPING FROM GAS WATER HEATER TO REMOTI HOT WATER FIXTURE IS LESS THAN 50 FTTOAL PER 20181ECC CODE -NO HOT WATER CIRC PUMP OR PIPING NEEDED. P14 122 AND 11MW DOWN IN WALL. ROUTE PIPING IN CEILING BELOW TO ISLAND SINK IN HALF WALL TO Si. P16 EXTEND 112" HOT WATER TO DISHWASHER. RUNE DRAIN PIPE FROM DISHWASHER TO AN APPROVED AIR W. REFER TO DETAIL 4 O SHEET P0-0.2 P20 CONNECT 314"HWS AND 314'HWR FROM WATER HEATER TO FAN COIL UNIT CONNECTIONS. REFER TO MECHANICAL PLANS FOR FINAL LOCATION REFER TO PLUMBING DETAIL 10 ON SHEET Po4.1. P21 WATER HEATER ROOM REFER TO DETAIL 10 ON SHEET P A. 111 �� ■ KEPHART community a planning a architedum 2SS WALNUT STREET OENVER, COLORADO 80208 �KLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2410 KGQKLOKGROUP.00M U FEMMZ W M O O O U �QLU L(D Lu 9 z QF- LQ Q 11 W 0. : U) LU �Q� C/) � o U 2 � W co co 1. ,0 C Q� LICf4�f o Wi; Fff�ONAL E�6�� 03.25.2021 No. Dale Issue f&A.20 MRTP1 5 � rd imd DJV Rood D"ner DMB 0000000 [DmwnBy 07/25/2019 218094 000000 CPDS GED TYPICAL UNIT UMBING PLAN 3-0a4 UNIT - BZA HW VOLUME REVIEW: PER 20151ECC C404.5.2 HIGHEST VOLUME RUNS ARE NOTED BELOW MAXIMUM VOLUME OF 0.5 GALLONS IS PERMITTED CONTRACTOR TO VERIFY LENGTHS BELOW ARE NOT EXCEEDED TO LAVATORY (L-1)1 PIPE LENGTH(FT) VOL (GAL) 3/4" PIPE 5.0 0.117 1/2" PIPE 10.0 0.117 TOTAL 0.234 TO SHOWER (SH -1) 1 PIPE LENGTH (FT) VOL (GAL) 3/4" PIPE 5.0 0.117 1/2" PIPE 15.0 0.176 TOTAL 0.283 TO LAVATORY (L-1) 2 PIPE LENGTH (FT) VOL (GAL) I/THW 3/4" PIPE 5.0 0.117 1TCW 1/2" PIPE 32.0 0.375 TOTAL 0.492 1/TcVV TO SHOWER (SH -1) 2 PIPE LENGTH(FTI VOL(GAL) 3/4" PIPE 5.0 0.117 1/2" PIPE 31.0 0.363 TOTAL U.9iW TO KITCHEN SINK (BT -1) PIPE LENGTH (FT) VOL (GAL) 3/4" PIPE 5.0 0.117 1/2" PIPE 26.0 0.305 TOTAL 0.42211 UNIT - 02-E HW VOLUME REVIEW: PER 20151ECC C404.5.2 HIGHEST VOLUME RUNS ARE NOTED BELOW MAXIMUM VOLUME OF 0.5 GALLONS IS PERMITTED CONTRACTOR TO VERIFY LENGTHS BELOW ARE NOT EXCEEDS TO LAVATORY (L-1)1 PIPE LENGTH IFTI VOL IGALI 3/4" PIPE 5.0 0.117 1/2" PIPE 23.0 0.270 TOTAL U.367 TO SHOWER (SH -1)1 PIPE LENGTH IFTI VOL IGALI 3/4" PIPE 5.0 0.117 1/2" PIPE 10.0 0.117 TOTAL U.234 TO LAVATORY (L -i) 2 PIPE LENGTH (FT) VOL (GAL) 3/4" PIPE 5.0 0.117 1/2" PIPE 15.0 0.176 TOTAL 0.293 TO SHOWER (SH -1)2 PIPE LENGTH (FT) VOL (GAL) 3/4" PIPE 5.0 0.117 1/2" PIPE 32.0 0.375 TOTAL 0.492 TO KITCHEN SINK (S-1) PIPE LENGTH [FT) VOL (GAL) 3/4" PIPE 4.5 0.105 1/2" PIPE 31.0 0.363 TOTAL 0.469 n UNIT B2a PLUMBING PLAN ON ON ON G UNIT B2EP LUMBING PLAN ON DN DN ON ON n UNIT B2a -HOT AND COLD WATER RISER DIAGRAM n UNIT B2e -HOT AND COLD WATER RISER DIAGRAM SHEET NOTES: P3 REFER TO PLUMBING PLANS FOR CONTINUATION. P10 GAS SERVICE: PROVIDE 3l4"GAS @14'W.C. TO GAS WATER HEATER. INSTALL GAS METER, GAS REGULATOR, GAS COCK AND 6' DIRT -LEG. REFER TO DETAIL ON SHEET P00.3. P12 ALL HOT AND COLD WATER PIPING IN LIVING UNUSHALL BE 314"E%CEPT WHERE SHOWN OTHERWISE AND 10TO INDIVIDUAL PLUMBING FIXTURES. DO NOT LOCATE WATER PIPING IN ATTIC OR EXTERNAL WALLS. ON TOP FLOOR ROUTE WATER PIPING BENEATH FLOOR IN HEATED AREA RESPECTIVE TO FIXTURES. P13 VERIFY LENGTH OF HOT WATER PIPING FROM GAS WATER HEATER TO REMOTI HOT WATER FIXTURE IS LESS THAN 50 FTfOP1 PER 20181ECC CODE -NO HOT WATER CIRC PUMP OR PIPING NEEDED. P14 1ITHW AND 111 -CW DOWN IN WALL. ROUTE PIPING IN CEILING BELOW TO ISLAND SINK IN HALF WALL TO Si. P18 EXTEND W' HOT WATER TO DISHWASHER. RUNE DRAIN PIPE FROM DISHWASHER TO AN APPROVED AIR GAP. REFER TO DETAIL 40N SHEET PM.2 P20 CONNECT 314"HWS AND 314'HWR FROM WATER HEATER TO FAN COIL UNIT CONNECTIONS. REFER TO MECHANICAL PIANS FOR FINAL LOCATION. REFER TO PLUMBING DETAIL 10 ON SHEET Po -0.1. P21 WATER HEATER ROOM REFER TO DETAIL 100N SHEET PO -0.1. 1 111 �� ■ KEPHART communitMoslem FEMM 00 cf) LU LU 0 y. planning . architecture 25SS WPLNIIi STREET DENVER, coLORnoo eoma ;N pr GROUP BOX 914 GOLDEN,CO. 80902 Phone: 720399-2470 K LOKGROUP.GOM v I Z W 5 M L O O �zL Q F- �- LQ W Qw LU W O w U 2 � LLJco Vc0000000 000000 o PNCLICf4�f o i; FffIONAL E�6�� 03.25.2021 No. Dale Issue E&A.20 MRTP1 5 Nn ibd DJV Hohn pesyntt DMB Me 07/25/2019 J000000 obNum� 218094 � y CP CBSWtlBy DS TBe ENLARGED TYPICAL UNIT PLUMBING PLAN Sbeel Number P3-0.5 M UNIT - B3 HW VOLUME REVIEW: PER 20151ECC C404.5.2 HIGHEST VOLUME RUNS ARE NOTED BELOW MAXIMUM VOLUME OF 0.5 GALLONS IS PERMITTED CONTRACTOR TO VERIFY LENGTHS BELOW ARE NOT EXCEEDED TO LAVATORY (L-1)1 PIPE LENGTH (FTI VOL (GAL) 3/4" PIPE 5.0 0.117 1/2" PIPE 25.0 0.293 TOTAL 0.410 TO SHOWER (SH -1) 1 PIPE LENGTH (FTI VOL (GAL) 3/4" PIPE 5.0 0.117 1/2- PIPE 11.0 0.129 IVIAL U.248 TO LAVATORY (L-1) 2 PIPE LENGTH (FT) VOL (GAL) 3/4" PIPE 1 5.0 12.117 1/2- PIPE 1 15.0 0.176 TOTAL 0.293 TO SHOWER (TB -7)2 PIPE LENGTH (FT) VOL (GAL) 3/4" PIPE 5.0 0.117 1/2- PIPE 10.0 0.117 TOTAL 0.234 TO KITCHEN SINK (S-1) PIPE LENGTH IFTI VOL (GALT 3/4" PIPE 1 4.5 1 0.105 1/2"PIPE 1 32.0 1 0.375 TOTAL OA60 UNIT - B3 -E HW VOLUME REVIEW: PER 20151ECC C404.5.2 HIGHEST VOLUME RUNS ARE NOTED BELOW MAXIMUM VOLUME OF 0.5 GALLONS IS PERMITTED CONTRACTOR TO VERIFY LENGTHS BELOW ARE NOT EXCEEDED TO LAVATORY (L-1)1 PIPE LENGTH (FTI VOL (GAL) 3/4" PIPE 5.0 12117 1/2% PIPE 25.0 0.293 TOTAL OA10 TO SHOWER (SH -1) 7 PIPE LENGTH IFT) VOL (GAL) 3/4" PIPE 5.0 0.117 1/2- PIPE 11.0 0.129 TOTAL 0.246 TO LAVATORY (L-1) 2 PIPE LENGTH IFTI VOL IGALI 3/4" PIPE 5.0 0.117 1/2- PIPE 15.0 0.176 TOTAL 0.293 TO SHOWER (BT -7)2 PIPE LENGTH PTI VOL IGALI 3/4" PIPE 5.0 0.117 1/2" PIPE 10.0 0.117 TOTAL 0.234 TO KITCHEN SINK (S-1) PIPE LENGTH IFTI VOL IGALI 3/4" PIPE 4.5 0.105 1/2- PIPE 32.0 0.375 IDJIa1�UE8111 LIVING 00 1/2'HW 1/2'CW DINING 00 UNIT B3 PLUMBING PLAN NP wl \ll ooc L 3/4' HWS M. BEDROOM 00-1 M. BATH 00 — — I q WC 7/2'CV I1THW DN 1/2'CW ON 1/TCW ON 1/2'HW ON UNI1/4"T =Bae1¢ PLUMBING PLAN 0 BEDROOM 1Y2"CW ON 00 /2'HW ON IMB-1 1Y2"CWON 1/2"HWON 7/2'CW R15 rK L -t we -1 GWH-y P2 I BATH DET -1F 00 2 -FD -2 1/2'HW ON BT -1 1/2'CW DN ' P12 P131RlS� I 3/4' C 2'HW ON I WWB-1 V 2'CW )N N a P73 i ' P72 ❑ C _C s 3 U W3/4'HWS WW1 H 3/4' H S I 1 B1 I I SH --1 J GWH P21 1 3 UNIT B3 - HOT AND COLD WATER RISER DIAGRAM 1 P13 x U P12 m7m 3 3l4" HWS 1 3l4" HWR I I 4Te 1 I 0000 5H.1 1 L L-IGWH P21 v I N1. Pt4 131 toll Ill IM&1 . ♦ By co - §m VaeHOT AND COLD WATER RISER DIAGRAM SHEET NOTES: P3 REFER TO PLUMBING PLANS FOR CONONUATIOM P10 GAS SERVICE: PROVIDE 314"GAS @14' W.C. TO GAS WATER HEATER. INSTALL GAS METER, GAS REGULATOR, GAS COCK AND 6- DIRT -LEG. REFER TO DETAIL ON SHEET P0-0.3. P12 ALL HOT AND COLD WATER PIPING IN LIVING UNIT SHALL BE 314"EXCEPT WHERE SHOWN OTHERWISE AND 10TO INDIVIDUAL PLUMBING FIXTURES. DO NOT LOCATE WATER PIPING IN ATTIC OR EXTERNAL WALLS. ON TOP FLOOR ROUTE WATER PIPING BENEATH FLOOR IN HEATED AREA RESPECTIVE TO FIXTURES. P13 VERIFY LENGTH OF HOT WATER PIPING FROM GAS WATER HEATER TO REMOTI HOT WATER FIXTURE IS LESS THAN 50 FTTOAL PER 20181ECC CODE -NO HOT WATER CIRC PUMP OR PIPING NEEDED. P14 1/PHW AND 11TCW DOWN IN WALL. ROUTE PIPING IN CEILING BELOW TO ISLAND SINK IN HALF WALL TO Si. P16 EXTEND W' HOT WATER TO DISHWASHER. RUNE DRAIN PIPE FROM DISHWASHER TO AN APPROVED AIR GAP. REFER TO DETAIL 4 O SHEET PM.2 P20 CONNECT XCIAWS AND 314'HWR FROM WATER HEATER TO FAN COIL UNIT CONNECTIONS. REFER TO MECHANICAL PLANS FOR FINAL LOCATION. REFER TO PLUMBING DETAIL 10 ON SHEET P0-0.1. P21 WATER HEATER ROOM REFER TO DETAIL 10 ON SHEET PIMA. JI c WG1 L-1 JII L-1 J 111 �� ■ KEPHART community • planning a architecture 25SS WALNUT STREET DENVER, COLORADO 80208 �KLOK GROUP BOX 814 GOI DEN,00. 80402 Phone: 720399-2410 KGQKU0KGROUP.COIA FEMM z LULU M L O GD O cf) LU \` L V ` z LQ LU Qw U) / LU W Q LU O C) U 2 � CLU c i V '^0 "Q��PN CLICf4�f o S t. FffIONAL E�6�� 03.25.2021 No. Owns Issue f&A.10 MTDPl 5 � an iaa DJV ROFd paltrier DMB Me 07/25/2019 JobNu 218094 mwn Y CP 000000 CIeGe6 By DS 0000000 Two ENLARGED TYPICAL UNIT PLUMBING PLAN B6eel Number P3mm0m6 SH -1 SH -1 SH -1 REFER TO RISER 2 FOR CONTINUATION SH; II `REFER TO 4TH FLOOR PLUMBING PLANS FOR II CONTINUATION L-1 II T V II II WD-, L2"W II 3"V 1 II L-1 2" V WC-, II II I I [2" W I I 3"V 3 W4 Al 2"V II WC -1 II II !2 W IIS �3"W II TV II ALL SHOWERS AND BATHTUBS ARE TO BE WET VENTED. REFER TO IPC SECTION 912 L-1 - 141T1:5 WW81 WWB1 —REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION I I~3" V I I I I W W 112"W WC -1 3" W �\ DFU=B WW81 W 3" W DFU=28 3.w W \ / / REFERTO \ UNDERGROUND DFU=BREFER TO UNDERGROUND PLUMBING PLANS FOR PLUMBING PIANS FOR CONTINUATION CONTINUATION DFU=S DFU=15 WASTE AND VENT RISER DIAGRAM -2 4" W /,1 WASTE AND VENT RISER DIAGRAM - 1 n�REFER TO 4TH FLOOR qq REFER TO 4TH FLOOR PLUMBING PLANS FOR II~ PLUMBING PIANS FOR II CONTINUATION CONTINUATION 3. Vy IL3"V II II II BT -1 0.1 lL1' � II 2'FD.1 2"FD-1 EMERGANCY DRAIN DFU = 0 i"FIJ' REFERTO UNDERGROUND PLUMBING PIANS FOR CONTINUATION / 3.. W n WASTE AND VENT RISER DIAGRAM - 7 3' BT -1 BT -1 S. G S -1i GO S-1, GD- S -1 GC REFER TO 4TH FLOOR PLUMBING PLANS FOR II CONTINUATION I If3" V I I I:RI S-11 GD -1 SI GD -1 W V -PREFER TO DFU=16 UNDERGROUND PLUMBING PLANS FOR CONTINUATION n WASTE AND VENT RISER DIAGRAM - 3 REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION Q V 3" Vy f/ II II 113"V II II II II L-1 I I WC_1 II 3"V 4" W II II L-1 I I WG1 I I ��I I II " I I I I 3" W 11-3" V 4 W BT -1 I I 3"W LDFU=8Ll REFERTO b"✓C1 UNDERGROUND _ PLUMBING PLANS FOR rREFERTO CONTINUATION UNDERGROUND REFER TO DFU=20 4 VV -Fm PLUMBING PLANS FOR UNDERGROUND CONTINUATION PLUMBING PLANS FOR / CONTINUATIOIv n WASTE AND VENT RISER DIAGRAM - 8 n WASTE AND VENT RISER DIAGRAM - 9 MR TO 4TH FLOOR I I PL MBING PLAINS FOR II CONTINUATION II~3^V IITFnd DRAIN f��REFER TO DFU=161 UNDERGROUND PLUMBING PLANS FOR CONTINUATION n WASTE AND VENT RISER DIAGRAM -4 rREFER TO 4TH FLOOR / PLUMBING PLANS FOR IR/I CONTINUATION I I III 2 -MV -1 3 VII s' I I I I II 2"W r1 3"W 11 REFER TO `2" W UNDERGROUND PLUMBING PLANS FOR - CONTINUATION DFu-B n WASTE AND VENT RISER DIAGRAM - 10 fl~REFERTO 4TH FLOOR PLUMBING PLAINS FOR I CONTINUATION 3VJ II WWB, II � 3" 3"W WWB.1 WWB1 NWB -1 REFERT04THFLOOR PLUMBING PLAINS FOR CONTINUATION SH -1 3" V_� 13" W I I II W 3..W BN-, II 2•w WC -1 II L-1 1 L-1 i3" W I I II 2..W V--� �I 1 SH II u W WC, II L-, L-1 II 3 W ZL II II 12PW 4"W ALL SHOWERS AND BATHTUBS ARE TO BE WET VENTED. REFER TO IPC SECTION 912 II 21PV� SH.1 D11=20 REFERTO IC 1 12 V �PNDERGROUND LUMBING PLANS FOR TILL �1 M.W CONTINUATION Dm -S L-1 REFERTO �IIIDIIIV� 3'W UNDERGROUND PLUMBING PLAINS FOR CONTINUATION 2.. W n WASTE AND VENT RISER DIAGRAM - 5 U WASTE AND VENT RISER DIAGRAM - 6 REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION I I II 20 AAV -1 {� I T V S-1 I I I I B., 2 -MV -1 W I 55-1 3'W T MV -1 `2'p W 2 -MV -1 2• Aa' -1 w a _S1 {�/ \ 2,. W 2 -MV -1 3" W S-1 Ai2^ W 2" AA. 1 S-1 / DFu-16 REFER TO / / 2"W UNDERGROUND PLUMBING PLANS FOR CONTINUATION WASTE AND VENT RISER DIAGRAM - 11 REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION ------ 1r3 V I 1 1 OUT SH_1 REFERT04TH FLOOR PLUMBING PLAINS FOR CONTINUATION I I I If3" V I I I I I I 13'W 1/2^W 11Y1"W REFERTO t UNDERGROUND DFU=8 REFER TO DFU=8 PLUMBINGPLANSFOR UNDERGROUND 3"W CONTINUATION REFER TO PLUMBING PLANS FOR / UNDERGROUND CONTINUATION wWJ PLUMBING PLAINS FOR CONTINUATION WASTE AND VENT RISER DIAGRAM - 12 WASTE AND VENT RISER DIAGRAM - 13 111111 „ ■ KEPHART community • planning a amhitectwe 2555 WPLNUT STREET DENVER, COLORADO 00206 wmr.FepNeRmm NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2470 KCMLOKGROUP.COM U) Z W co M O CD 00 U Vlaa� l^ /W�U�7 LL V UJ NC) Z LL LL Q W< w LL T U) W W vJrUr^^ O w U 2 LU co co 0 .Q�PN CLICf4�f o y� _: Fff�ONAL E�b�t\ 03.25.2021 No. Dale Issue f&A.10 MPTPl 1 12 CI C 5 � an l DJV FT0F01 paltrier DMB Dole 07/25/2019 JobNI 218094 Down By CP CNOwd By DS Tea PLUMBING WASTE AND VENT RISER DIAGRAM SBeel NumEer P4-01 W, u AAV -1 5-1 '-2'W AAV -1 �1 r1 3"W 11 REFER TO `2" W UNDERGROUND PLUMBING PLANS FOR - CONTINUATION DFu-B n WASTE AND VENT RISER DIAGRAM - 10 fl~REFERTO 4TH FLOOR PLUMBING PLAINS FOR I CONTINUATION 3VJ II WWB, II � 3" 3"W WWB.1 WWB1 NWB -1 REFERT04THFLOOR PLUMBING PLAINS FOR CONTINUATION SH -1 3" V_� 13" W I I II W 3..W BN-, II 2•w WC -1 II L-1 1 L-1 i3" W I I II 2..W V--� �I 1 SH II u W WC, II L-, L-1 II 3 W ZL II II 12PW 4"W ALL SHOWERS AND BATHTUBS ARE TO BE WET VENTED. REFER TO IPC SECTION 912 II 21PV� SH.1 D11=20 REFERTO IC 1 12 V �PNDERGROUND LUMBING PLANS FOR TILL �1 M.W CONTINUATION Dm -S L-1 REFERTO �IIIDIIIV� 3'W UNDERGROUND PLUMBING PLAINS FOR CONTINUATION 2.. W n WASTE AND VENT RISER DIAGRAM - 5 U WASTE AND VENT RISER DIAGRAM - 6 REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION I I II 20 AAV -1 {� I T V S-1 I I I I B., 2 -MV -1 W I 55-1 3'W T MV -1 `2'p W 2 -MV -1 2• Aa' -1 w a _S1 {�/ \ 2,. W 2 -MV -1 3" W S-1 Ai2^ W 2" AA. 1 S-1 / DFu-16 REFER TO / / 2"W UNDERGROUND PLUMBING PLANS FOR CONTINUATION WASTE AND VENT RISER DIAGRAM - 11 REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION ------ 1r3 V I 1 1 OUT SH_1 REFERT04TH FLOOR PLUMBING PLAINS FOR CONTINUATION I I I If3" V I I I I I I 13'W 1/2^W 11Y1"W REFERTO t UNDERGROUND DFU=8 REFER TO DFU=8 PLUMBINGPLANSFOR UNDERGROUND 3"W CONTINUATION REFER TO PLUMBING PLANS FOR / UNDERGROUND CONTINUATION wWJ PLUMBING PLAINS FOR CONTINUATION WASTE AND VENT RISER DIAGRAM - 12 WASTE AND VENT RISER DIAGRAM - 13 111111 „ ■ KEPHART community • planning a amhitectwe 2555 WPLNUT STREET DENVER, COLORADO 00206 wmr.FepNeRmm NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2470 KCMLOKGROUP.COM U) Z W co M O CD 00 U Vlaa� l^ /W�U�7 LL V UJ NC) Z LL LL Q W< w LL T U) W W vJrUr^^ O w U 2 LU co co 0 .Q�PN CLICf4�f o y� _: Fff�ONAL E�b�t\ 03.25.2021 No. Dale Issue f&A.10 MPTPl 1 12 CI C 5 � an l DJV FT0F01 paltrier DMB Dole 07/25/2019 JobNI 218094 Down By CP CNOwd By DS Tea PLUMBING WASTE AND VENT RISER DIAGRAM SBeel NumEer P4-01 W, u REFER TO 4TH FLOOR PLUMBING PUNS FOR CONTINUATION I .3"V I I 3" V� I I I� 3"VJ I I I I r3" IN II I� �Wc.1 ~REFER TO UNDERGROUND PLUMBING PLANS FOR \\ CONTINUATION `DFU =16 WASTE AND VENT RISER DIAGRAM - 14 REFER TO 4TH FLOOR PLUMBING PLANS FOR fl CONTINUATION I I �w V I I II WASTE AND VENT RISER DIAGRAM - 20 SH -1 3" SH -1 4" ALL SHOWERS AND BATHTUBS ARE TO BE WET VENTED. REFER TO In SECTION 912 REFER TO 4TH FLOOR PLUMBING PIANS FOR CONTINUATION-31/�Fl�IjIII�fIIIrV n L, L-, II 2" W I I WC -1 II L 3'W L1 II 11 3"V 2" W I I WC -1 3"W II 4'W /-�:f L-, IFlly 61 II II II we -1 2 W T W 11 2° V II �401 L-1 L-1 II/ 4" W `2" W WC -1 3" W 4..,,_ �`I'�\ DEu=zD `REFER TO UNDERGROUND PLUMBING PLANS FOR CONTINUATION n WASTE AND VENT RISER DIAGRAM - 15 -W REFER TO 4TH FLOOR I {t3" `PLUMBING PLANS FOR � 11 CONTINUATION II 1'''I��` Ilfnlll L II WD., II 2"W 1�3.V I I II II II Wim' II 2" w I�zV 3 W W /REFER TO 4TH FLOOR / PLUMBING PLAINS FOR Il PLUMBING ION PLAT 3" V -I I I II L., II - II II II II BT-, -3. W C-1 2" W 3" V�I II I I II II BT, lNC-, 3 V-11 2' W II %� 1,/2 W II II 113W II BT 2' VIII 2" W II II II 113"W ILLI+ BTU Y WG1 `REFER TO 4TH FLOORIA n PLUMBING PNS FOR REFER TO 4TH FLOOR q CONTINUATION PLUMBING PLANS FOR II It3" V CONTINUATIN I I 11 fl REFER TO 4TH FLOOR II 11 PLUMBING ONS FOR CONTINUATION T V'I I 2" V H I L-1 VA REFER TO 4TH FLOOR / p••VJ I II AAV -1 2"FD4 1 tit" b9 B" V jCONTPLUMINUATION PLAINSNG FOR Ir 11 1I 3 V 3• V- I GD -0 3 W III II T v WC -1 I I I I I ��¢ II o "II II B,.w II 3•W II SH -1 2'W t3" W L-1 II SH II r� `' 1 11 2" W WC -1 3" W II 2' W 11 -1 v2 3" W S71 AAV-' 2"FD-1 "VJ II GD -1 II 2 Vyl 113..w 11-2'V WC -1 II II 3..W 2-W 3"W SH -1 �4" W L-1 2" IIyWC -1 SH-, L-1 / II �TW 4.W 0 11 s11, T V-J2113W U 2W GDU II /� / U WC -1 3 W. II � II II3"W SH -1 2 W IL L 1 U Q WC -1 � Tw ww f3'W 4' W 3"pp �EMERGANCV DRAIN UNDERGROUND PLUMBING PLAINS FOR CONTINUATION n WASTE AND VENT RISER DIAGRAM - 16 � f/REFER TO 4TH FLOOR II CONTIN PLUMBING UATIOPLANS FOR 3-V I I 11 3" W SH -1 L L., WG1 3" V -1I t3' W 11 2"" II I I I I 11 3 W Ll WC-, 11 2-W 11 11 4" W 2 V TV l - ALL SHOWERS AND BATHTUBS v'�Illl ARE TO BE WET VENTED. II II 3 REFER TO In SECTION 912 II I"W 3H-1 I�i' I�ulry_I WC4 W DFU=15- 4"W FOR CO L // ^`]ILt�JIjQ� REFER TO ONE T LEVE IN DFU=151W \ \\\ REFER TO UNDERGROUND PLUMBING PLANS FOR CONTINUATION I^1 WASTE AND VENT RISER DIAGRAM - 21 ll WASTE AND VENT RISER DIAGRAM - 22 ��REFER TO UNDERGROUND V✓`' PLUMBING PLANS FOR CONTINUATION lk�N< PREFER TO PLUMBING UNDERGROUND DFU=30 PLANS FOR CONTINUATION WASTE AND VENT RISER DIAGRAM - 17 �YV REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION II 2' II BT-, II 1 1/2' V- L-1 II 1 113 V ` WC -1 y W 2" V-\ //Ij�iljyll rV-,,, �IITV 3"w11/2" vTP 11/2"V 1I REFER TO PLUMBING UNDERGROUND PIANS FOR CONTINUATION DELI 6 3" W WASTE AND VENT RISER DIAGRAM - 18 II FER TO 4TH FLOOR PLUMBNG PLA N$ FOR II CONTINUATION I I~3' V I I SH -1 SH -1 SH -1 3- DFU=6 2"FIT -1 2'FD-, 2'H:-1 rREFER TO UNDERGROUND PLUMBING PLANS FOR CONTINUATION n WASTE AND VENT RISER DIAGRAM - 19 rPWMBNGRER TO QPLANSTH OFOR 3-V�jI CONTINUATION II L L L W - REFER TO 47H FLOOR PLUMBNG PLAINS FOR 11 CONTINUATION 311 V j3'V II II WC -1 I I I I 3 V-�j I 3-V 1�II WC -1 I I I I I I 1 I . 4• IN REFER UNDERGROUND PLUMBING PLAN CONTINUATIN- DFU= 111490 KEPHART community • planning a amhitectura 25M WALNUT STREET DENVER, COLORADO 80205 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKLOIQGR0UI z LU M O Lb O Cf) W Q L U LU 0 N Z L.L \\\\ L Q W0.w LL T U) I W U..I Q O W U WCIO CIO N� 1.1"C o W i; s Fff�ONAL E�b�t\ 03.25.2021 No. Dale Issue E&a5awmMRTPl 1 12 CI YC ol RveRI5 P iso DJV Rmlet Deaipi DMB � 07/25/2019 218094 CP CIRWd By DS Tae PLUMBING WASTE AND VENT RISER DIAGRAM Sheet NumWr P4=02 i REFERTO REFER TO REFERTOLEVEL ONE UNDERGROUND DELI =6 UNDERGROUND FOR CONTINUATION PLUMBING PV4NSFOR PLUMBING PLAINS FOR CONTINUATION 3" W CONTINUATION n WASTE AND VENT RISER DIAGRAM - 23 n WASTE AND VENT RISER DIAGRAM - 24 WASTE AND VENT RISER DIAGRAM - 25 WASTE AND VENT RISER DIAGRAM - 26 111490 KEPHART community • planning a amhitectura 25M WALNUT STREET DENVER, COLORADO 80205 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKLOIQGR0UI z LU M O Lb O Cf) W Q L U LU 0 N Z L.L \\\\ L Q W0.w LL T U) I W U..I Q O W U WCIO CIO N� 1.1"C o W i; s Fff�ONAL E�b�t\ 03.25.2021 No. Dale Issue E&a5awmMRTPl 1 12 CI YC ol RveRI5 P iso DJV Rmlet Deaipi DMB � 07/25/2019 218094 CP CIRWd By DS Tae PLUMBING WASTE AND VENT RISER DIAGRAM Sheet NumWr P4=02 i ~REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION AAV -1 5-11 3" VJ i GU -0 I I I I AAV -1 AAV -1 S.1/ G0.1 4P`*` -2'W 3"W�i) UNDREFERGROUND PLA `DFU=10 UNDERGROUND PLA NS FOR CONTINUATION WASTE AND VENT RISER DIAGRAM - 27 L'l DFU = REFER TO PLUMBING UNDERGROUND PIANS FOR BT -1 FIT BT -1 BT -1 BT -1 REFER TO 4TH FLOOR PLUMBING PIANS FOR II CONTINUATION I1�-3-V I I I I n WASTE AND VENT RISER DIAGRAM - 28 l`J REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION -q II II I F-3' V I I 14'1'285 T W WWB-1 WWB1 REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION �� II 3111, Vy11 If 2 II II L1 II II 2"W Vic 1 I I II 4•W seem I I L1 II II `1112"W II WC., 3" V+II I I I I L-1 II IIim 71 1/2'W I I I I _ 4 W I I I I 1 II II 112"W 11 WC -I I 3"VIII I III O II II 1 1/2'W ��--REFER TO 4TH FLOOR II PLUMBING PLANS FOR CONTINUATION I I I I T VyI I II 2'FD1 2"FD-1 2'FD-1 1111011 2'F0.1 DRAIN 270-1 WWB-1 /f REFER TO PLUMBING REFER TO PLUMBING IREF=ERTO DFU25 %~UNDERGROUND UNDERGROUND PLANS " WPIANS FOR FOR CONTINUATION CONTINUATION =10 / PLUMBING 3'W UNDERGROUND PIANS FOR COMINUATION n WASTE AND VENT RISER DIAGRAM - 29 /1 WASTE AND VENT RISER DIAGRAM - 30 n WASTE AND VENT RISER DIAGRAM - 31 l`J �7 lJ V\ ','—PEFERT04TH FLOOR PLUMBING PIANS FOR CONTINUATION II 7V %ITV 3e W L-1 SH -1 L1 WC I I III 2 W 3 W 11]3" V II 2'V I I 3" W-� L-1 SN4 L1 WG1 I I W II 2'W I I II BeV II yifl 3"W-� L-1 SH -1 L1 II WC-, II 2 W ALLSHOWERSAND BATHTUBSARETOBE II WET VENTED. REFER TO IPC SECTION 912 [�-3- V W II AV III / 3"W 11I�I Lt SH -1 WC II II 2 W 11 4 DFU=25 REFER TO PLUMBING UNDERGROUND 3.. W "' W PLANS FOR Lt II h �nSH-1 CONTINUATION 'V WC -1 2" W p�REFER TO 4TH FLOOR II PLUMBING Pi FOR CONTINUATION 3"VIII 2'V --yy 1 30WT 111 WC -1 II 2"W I I r2' V Y[P 3.WT II "` II 2 II 2" Valiel1 11 DFU=. I ALLSHOWERSAND BATHTUBSARETOBE WET VENTED. REFER TO IPC SECTION 912 REFER TO PLUMBING UNDERGROUND n lJ WASTE AND VENT RISER DIAGRAM - 32 14 WASTE AND VENT RISER DIAGRAM - 33 111 �� ■ KEPHART community • planning • architecture steel WJJJJLT STREET DENVER, COLOR500 00205 wmr.NgleRwm ;NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2410 K KLOKGROUP.COM U) FEMM Z W "' 5 G coO 00 U `^ w�'7 L.L /�V � 9 Z LLL �F/ r L�— Q Wa. w LL T U) / W W a< 'V'!1 O W U W .Q�PN CLICf��f o y 2 It —Y 'v 9Ff4;�ONAL 03.25.2021 No. Date Issue E&A.3t mi 1 12 CI YC s ren DJV Pmlad Des grer DMB Dale 07/25/2019 Jed mee 218094 Dricen Ry CP Checked By DS Title PLUMBING WASTE AND VENT RISER DIAGRAM Sheer Number P4-03 S 1 GD1 _2 W 6 V-1 G-1 60.1 2..W 3"W 111 AAV -1 GD -1 Lj AAV -1 S.1/ G0.1 4P`*` -2'W 3"W�i) UNDREFERGROUND PLA `DFU=10 UNDERGROUND PLA NS FOR CONTINUATION WASTE AND VENT RISER DIAGRAM - 27 L'l DFU = REFER TO PLUMBING UNDERGROUND PIANS FOR BT -1 FIT BT -1 BT -1 BT -1 REFER TO 4TH FLOOR PLUMBING PIANS FOR II CONTINUATION I1�-3-V I I I I n WASTE AND VENT RISER DIAGRAM - 28 l`J REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION -q II II I F-3' V I I 14'1'285 T W WWB-1 WWB1 REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION �� II 3111, Vy11 If 2 II II L1 II II 2"W Vic 1 I I II 4•W seem I I L1 II II `1112"W II WC., 3" V+II I I I I L-1 II IIim 71 1/2'W I I I I _ 4 W I I I I 1 II II 112"W 11 WC -I I 3"VIII I III O II II 1 1/2'W ��--REFER TO 4TH FLOOR II PLUMBING PLANS FOR CONTINUATION I I I I T VyI I II 2'FD1 2"FD-1 2'FD-1 1111011 2'F0.1 DRAIN 270-1 WWB-1 /f REFER TO PLUMBING REFER TO PLUMBING IREF=ERTO DFU25 %~UNDERGROUND UNDERGROUND PLANS " WPIANS FOR FOR CONTINUATION CONTINUATION =10 / PLUMBING 3'W UNDERGROUND PIANS FOR COMINUATION n WASTE AND VENT RISER DIAGRAM - 29 /1 WASTE AND VENT RISER DIAGRAM - 30 n WASTE AND VENT RISER DIAGRAM - 31 l`J �7 lJ V\ ','—PEFERT04TH FLOOR PLUMBING PIANS FOR CONTINUATION II 7V %ITV 3e W L-1 SH -1 L1 WC I I III 2 W 3 W 11]3" V II 2'V I I 3" W-� L-1 SN4 L1 WG1 I I W II 2'W I I II BeV II yifl 3"W-� L-1 SH -1 L1 II WC-, II 2 W ALLSHOWERSAND BATHTUBSARETOBE II WET VENTED. REFER TO IPC SECTION 912 [�-3- V W II AV III / 3"W 11I�I Lt SH -1 WC II II 2 W 11 4 DFU=25 REFER TO PLUMBING UNDERGROUND 3.. W "' W PLANS FOR Lt II h �nSH-1 CONTINUATION 'V WC -1 2" W p�REFER TO 4TH FLOOR II PLUMBING Pi FOR CONTINUATION 3"VIII 2'V --yy 1 30WT 111 WC -1 II 2"W I I r2' V Y[P 3.WT II "` II 2 II 2" Valiel1 11 DFU=. I ALLSHOWERSAND BATHTUBSARETOBE WET VENTED. REFER TO IPC SECTION 912 REFER TO PLUMBING UNDERGROUND n lJ WASTE AND VENT RISER DIAGRAM - 32 14 WASTE AND VENT RISER DIAGRAM - 33 111 �� ■ KEPHART community • planning • architecture steel WJJJJLT STREET DENVER, COLOR500 00205 wmr.NgleRwm ;NKLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2410 K KLOKGROUP.COM U) FEMM Z W "' 5 G coO 00 U `^ w�'7 L.L /�V � 9 Z LLL �F/ r L�— Q Wa. w LL T U) / W W a< 'V'!1 O W U W .Q�PN CLICf��f o y 2 It —Y 'v 9Ff4;�ONAL 03.25.2021 No. Date Issue E&A.3t mi 1 12 CI YC s ren DJV Pmlad Des grer DMB Dale 07/25/2019 Jed mee 218094 Dricen Ry CP Checked By DS Title PLUMBING WASTE AND VENT RISER DIAGRAM Sheer Number P4-03 IT�REFER TO 4TH FLOOR Illi PLUMBING PLANS FOR II CONTINUATION 11�wv I I I I I I 2 F I"r]' )'11)' ) H , 2 F ?FD -1 �EMERGANCYDRAIN DFU=O REFER TO RISER 35 FOR CONTINUATION �3' WW, DFU=2o TFD-1 � 2'FD-1 S-11 GD -1 S-11 GD -1 S-1 cD-1 S-1 GD -1 I I .REFER TO 4TH FLOOR II PLUMBING PLANS FOR IUI CONTINUATION II Ira V I I I I I I S -1l GR, REFER TO UNDERGROUND PLUMBING PLANS FORREFER TO CONTINUATION DFU=20'� UNDERGROUND PLUMBING PLANS FOR CONTINUATION REFER TO UNDERGROUND PLUMBING PLANS FOR CONTINUATION P�Ism—REFER TO 4TH FLOOR II PLUMBING CONTINUATIOPLAINS SFOR N 3-V-jI I I � II 3'VI I WC -1 I I I I I I 3'W I I II we -1 II II I I �3' W II �� II WC -1 3"V -i I I I I 4" W �I II II WC -1 I I I I I 3v-11 4-w W61 n WASTE AND VENT RISER DIAGRAM - 34 n WASTE AND VENT RISER DIAGRAM - 35 n WASTE AND VENT RISER DIAGRAM - 36 REFER TO 4TH FLOOR PLUMBING PLAINS FOR CONTINUATION I I I I I I ILY' V I I SH-1. �3-W REFERTO UNDERGROUND PLUMBINGNS FOR CONTINUATION DFU-10 WASTE AND VENT RISER DIAGRAM - 37 -Zb�REFER TO 4TH FLOOR PLUMBING PLANS FOR II CONTINUATION I I I I loi L-1 L-1 _�—REFERTO DFU=10 UNDERGROUND REFER TO RISER 31 PLUMBING PLANS FOR (EMERGANCY DRAIN DFU= CONTINUATION 0) n WASTE AND VENT RISER DIAGRAM - 38 111 �� ■ KEPHART community • planning a amhitedum 2556WPLNUTSTREET DENVER, COLORADO 80208 losses wmr.FepNeRmm NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2410 KGQKL0KGR0UP.00NI v I FEMM Z W M O O 00 ^' U cf) LU \` L V LU N0 Z LL \\\\ L Q LU Qw ' A w vJl LU Q � O W U LU co co '0 I..L .Q��P yq�N CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Date Issue f&A.10 MIiTAL 5+ 5 RC 1bd DJV FT0F81 paltrier DMB Me 07/25/2019 JobNumIxV 218094 Down By CP ClWda3 By DS Tae PLUMBING WASTE AND VENT RISER DIAGRAM MWNumWr P4-04 3"W 4"W 4"W 4" 4V REFERTO UNDERGROUND PLUMBINGP 1 FOR CONTINUATION Z PREFER TO 4TH FLOOR n PLUMBING PLAINS FOR CONTINUATION I1�3" v I I 2'V UP,1p, 111 II 1�3"V II �2..w II WC -1 2W 7F I II II1I�3" V W 2"V JP,v II II II II II *2' W 1[�2'V WC-, II L., II L-, II 11_2' V II II 2W II WC -1 2"V UP� 41 L-1VB IlyuyIl� / L1 II Al n L7 WASTE AND VENT RISER DIAGRAM - 39 ({ ~REFER TO 4TH FLOOR I I PLUMBING PLANS FOR CONTINUATION �fY V I I I I 2 V, y WC-, I I +- II ST -I 4N BT -1 BT -1 ALLSHOWERSAND BATHTUBS ARE TO BE WET VENTED. REFER TO IPC SECTION 912 BT -1 REFER TO UNDERGROUND n WASTE AND VENT RISER DIAGRAM -40 LJ REFER T04TH FLOOR PLUMBING PLAINS FOR CONTINUATION II 3" V -H I II I II" W WC -1 046 TO RISER 38 PLANS FOR CONTINUATION / i WASTE AND VENT RISER DIAGRAM -41 LJ I�REFER TO 4TH FLOOR PLUMBING PLANS FOR CONTINUATION 3" V -I I 2'V II L-0 II 3"Vj1 \ I I `3• W II WC -1 I I II 1� + 11 PYW II 2"V II L1 II II �3 W II WC -1 3" V -i I II _2• V II II L- II 3 _II "W II WC-, II II L -t II 3"W WC -1 BT-, BT -1 BT -1 ALLSHOWERSAND BATHTUBS ARE TO BE WET VENTED. REFER TO IPC SECTION 912 BT -1 REFER TO UNDERGROUND PLUMBING PLANS FOR CONTINUATION =25 ll v WASTE AND VENT RISER DIAGRAM - 42 REFER TO UNDERGROUND / PLUMBING PLAINS FOR CONTINUATION II 4 V_I 3" VJ 1 III III II II II II 3" VyW n WASTE AND VENT RISER DIAGRAM -43 u KEPHART community • planning a architecture 25SS WPLNUT STREET DENVER, COLORADO 00206 .,.,..x.Rn.n. losses �KLOK GROUP BOX 914 GOLDE11,00. 80402 rPhme:99-2410 L0KG 1111 Z LU M O 00 U cf) Nw (F'� L.L L/ LU Q N z L.L L LQ LU Qw U) w� w Q~ O �w U 2 � W .Q��PN CLICf4�f o i; Fff�ONAL E�6�� 03.25.2021 No. Drte Issue f S&x m"x 1 ,2 CI C 5� 5 RC ibd DJV FT0F0I paltrier DMB Me 07/25/2019 JobNuSIxV 218094 Down By CP CTRdaJ By DS Tae PLUMBING WASTE AND VENT RISER DIAGRAM SRWNumWr P4-05 SHEET NOTES: P10 GAS SERVICE: PROVIDE 314'GAS@ 14' W.C. TO GAS WATER HEATER. INSTALL GAS METER, GAS REGULATOR, GAS COCK AND S" DIRT{EG. REFER TO DETAIL ON SHEET 3. GWH-I TMBH =OTAL 1744 / CONTINUATION CFH =1440J/ n GAS RISER DIAGRAM -AREA "A" 111 �� ■ KEPHART community • planning a architecture 25SS WPLNUT STREET DENVER, COLORADO 80208 .,.,..x.Rn.n. losses NKLOK GROUP BOX 914 GOLDE11,00. 90402 Phone: 720399-2470 KGQKL0KGR0U1P.00NI UI Z LU M O O GD U QCf)W L CD ^Lu 9 I..L Z L a F- L Q LU Q W W = '^ W (J, W Q H 0 �W U 2 � co CLU c i V N� I. "Q� ,"CLICf��f o yq � Fff�ONAL E�b�t\ 03.25.2021 No. Dela Issue f&A.10 MRTP1 5+ 5 RC ibd DJV ROFd Dagrier DMB Ne 07/25/2019 JobNuSIxV 218094 Down By CP CIRdaJ By DS Tae GAS RISER DIAGRAM Sbeel Number P4-06 SHEET NOTES: P10 GAS SERVICE: PROVIDE 314'GAS@ 14' W.C. TO GAS WATER HEATER. INSTALL GAS METER, GAS REGULATOR, GAS COCK AND S" DIRT{EG. REFER TO DETAIL ON SHEET 3. P30 REFER TO DETAIL 4 ON SHEET PG -0.4. GWH-1 rl GAS RISER DIAGRAM - AREA "B" H-1 1=40 P70 1=49 H-1 1=40 P10 1=49 H-1 1=40 PID 1=49 4"G @14'W.C. H-1 1=40 P10 1=49 @14-W.C. H-1 1=40 P10 1=49 111 �� ■ KEPHART community • planning a architecture 25SS WPLNUT STREET DENVER, COLORADO 80208 .,.,..x.Rn.n. losses NKLOK GROUP BOX 914 GOLDEN,CO. 90402 Phone: 720399-2410 K LOKGROUP.COM U) Z W M O O O U QCf)W L CD ^Lu 9 I..L Z L F— L Q W0.w LL T U) I W W Q O �w U 2 � LU co co "Q�I. ,"CLICf��f o yq � Fff�ONAL E�b�t\ 03.25.2021 No. Delay Issue f&A.10 NRTA1 1 12 CI C 5� 5 RC ibd DJV ROFd Dagrier DMB Ne 07/25/2019 JobNuSIxV 218094 Down By CP CIRdaJ By DS Tae GAS RISER DIAGRAM MWNumber P4-07 REFERTOSHEET P2 -1.3D FOR CONTINUATION— TOTAL MEN =2000 CFH = 2421 — GWH-1 MBH =40 P10 CFH =49 1"G GWH-1 MBH -40 P10 CFH =49 1 1/4"G @14"W.0 pi0GWH 1� MBH CFH=49 11/4"G @14"W.C. @14"W.C. 11/4"G @14"W.C. FIREPLACE MBH=80 CFH =97 GWH-1 GVH-1 CFH=49 P10 CBH = 9 1"G @14"W.C. 1"G014'W.C. GWH-2 P10 MBH=40 CFH =49 @16"W.C. GWH-2 P70 MBH=40 CFH=49 f1 1/4"G @14"W.C. ❑ GWH-2 P10 MBH=40 CFH =49 f11/4'G@141W.C. 1 1/4'G @14"W.C. ❑ GWH-2 P10 MBH=40 CFH =49 GWH-1 MBH=M P10 GWH-1 CFH=M P70 GWH-1 1"G @14"W.C. MBH=400 P70 MSH -40 P10 CFH=49 CFH=49 CFH =49 go Gil GWH-2 P70 MEN =40 3"G @14"W.C. P10 MBH=M CFH=49 CFH=M 11/4-G@14'W.C. 1 tld'G @id'W.C. _11/4"G@14"W.C. CIN 49 P70 MBH=M 1 1/4"G @14'W.C. GWH-1 2"G@id'W.0 11/4"G @14"W.C. MBH=40 F10 GWH-1 MBH -40 Pic CFH = 49 @14'W.C. 1 1/4'G @14'W.C. 1 1/4"G @14"W.C. 1 1/2"G @2I CFH=49 GWH-1 GWH-2 CFH 242 (PB -i) P10 MBH=40 CFH=49 CFH=49 11/4"G @14"W.C.', GWH-2 P10 MBH=40 CFH =49 @16"W.C. GWH-2 P70 MBH=40 CFH=49 f1 1/4"G @14"W.C. ❑ GWH-2 P10 MBH=40 CFH =49 f11/4'G@141W.C. 1 1/4'G @14"W.C. ❑ GWH-2 P10 MBH=40 CFH =49 GWH-1 MBH=M P10 CFH=M P70 GWH-1 1"G @14"W.C. GWH-1 GWH-2 MSH -40 P10 CFH=49 CFH=49 1 114'G @14'W.C. GWH-2 P70 MEN =40 3"G @14"W.C. CFH =M GWH-1 MBH=M P10 CFH=M 1"G @14"W.C. 1 tld'G @id'W.C. GWH-2 CIN 49 P70 MBH=M 1 1/4"G @14'W.C. CFH = 49 1 il2"G @14-W.C. 11/4"G @14"W.C. 11/4"G @14"W.C. 0000 0000 00 GWH-1 MBH -40 Pic I tleG@id'W.C. CFH=M Gl P10 MBH=40 1 1/2"G @2I CFH=49 1'G @14'PSW.C. GWH-2 CFH 242 (PB -i) p10 MBH=40 MBH=150(S61) CFH =182 (SC -1) P25 CFH=49 2"G @2PSI 11/4"G @14"W.C.', Gl GWH-2 ABH -ME lo MBH -40 [P CFH=M 4'G @' MBH=40 4"G @14"W.C. GWH-2 P10 MBH=40 CFH =49 @16"W.C. GWH-2 P70 MBH=40 CFH=49 f1 1/4"G @14"W.C. ❑ GWH-2 P10 MBH=40 CFH =49 f11/4'G@141W.C. 1 1/4'G @14"W.C. ❑ GWH-2 P10 MBH=40 CFH =49 1"G (2)GRILLS P11 MBH =3(EACH) CFH =31 (EACH) GAS RISER DIAGRAM -AREA "C" LJn GWH2 P10 MBH=M CFH =49 SHEET NOTES P10 GAS SERVICE: PROVIDE31PG4S@ 14" W.C. TO GAS WATER HEATER. INSTALL GAS METER, GAS REGULATOR, GAS COCK AND 8" DIRT{EG. REFER TO DETAIL ON SHEET .3. P11 FOR EACH LIVING UNIT, PROVIDE I'STOP VALVE AND 314'WATER SUBMETER. VERIFY EXACT LOCATION WITH ARCH. REFER TO DETAIL 100N SHEET PM 1. P25 2- GAS TO (2) BOILERS FOR THE POOL PB -1@242 CFH AND SC -1@ 182CFH. PROVIDE AND INSTALL I" GAS REGULATOR AND GAS COCK. REGULATE FROM 2 PSI DOWN T014" W C.. REFER TO POOL EQUIPMENT DRAWINGS FOR CONTINUATION. EGWH-2 P10 MBH=M CFH =M @14'W.C. GWH-2 p10 MBH= �I'G @14"W.C. P70 GWH-1 MBH=M GWH-2 CFH=49 MBH=40p10 1"G @14"W.C. GWH-2 P70 MBH=40 3"G @14"W.C. CFH=49 P10 Gil GFH =49 MBH=M CIN 49 �1"G @14'W.C. 1 1/4"G @14'W.C. 11/4"G@14"W.C./ GWH-2 P10 11/4"G @14"W.C. GWH-1 P70 MBH=M %410000000001VG 0000 0000 00 CFH =49 CFH=49 @104-WC�— 1 1/4'G @14RN.C. Gl P10 MBH=40 (2)BOILERS CFH=49 MBH =200(PB-1) CFH 242 (PB -i) 2112'G@'14"W'.C. MBH=150(S61) CFH =182 (SC -1) P25 CFH -4 2"G @2PSI GWH-2 MBH=49 pf0 GWH-2 ABH -ME CFH=49 CFH=M EGAH-2 P10 MBH=40 1" G CFH =49 1"G (2)GRILLS P11 MBH =3(EACH) CFH =31 (EACH) GAS RISER DIAGRAM -AREA "C" LJn GWH2 P10 MBH=M CFH =49 SHEET NOTES P10 GAS SERVICE: PROVIDE31PG4S@ 14" W.C. TO GAS WATER HEATER. INSTALL GAS METER, GAS REGULATOR, GAS COCK AND 8" DIRT{EG. REFER TO DETAIL ON SHEET .3. P11 FOR EACH LIVING UNIT, PROVIDE I'STOP VALVE AND 314'WATER SUBMETER. VERIFY EXACT LOCATION WITH ARCH. REFER TO DETAIL 100N SHEET PM 1. P25 2- GAS TO (2) BOILERS FOR THE POOL PB -1@242 CFH AND SC -1@ 182CFH. PROVIDE AND INSTALL I" GAS REGULATOR AND GAS COCK. REGULATE FROM 2 PSI DOWN T014" W C.. REFER TO POOL EQUIPMENT DRAWINGS FOR CONTINUATION. EGWH-2 P10 MBH=M CFH =M @14'W.C. GWH-2 p10 MBH= GWH= P10 MBH= 9 1'G @14'W 1l2"G@2PSI CFH=M GWH-2 i@14-W.C. MBH -4 P10 CFH=M 4 1/2'G @14"W.C. 111 �� ■ KEPHART community • planning • amhitectufe 2SS WPLNUT STREET DENVER, COLORADO 80208 �KLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2410 KG@KLOKGROOP.00M U) Z W 5 M O GD O V1� l) W �U�1 / LL_ V LLJNC) Z LL F— L < LQ W0.w LL T U) I W W r�r^^ vJ O w U 2 � W C 0 .Q� ,0 CLICf�.o y Fff�ONAL E�b�t\ 03.25.2021 No. Dale Issue f&28.X MRTPl 041 me eg 5 I eo W DJV NeFC Dagrier DMB Fmwny 07/25/2019 JobNl 218094 CP DS ER DIAGRAM BbeANumber UP4-08 M M CFH=M GWH-2 1114'G@14"W.C. MBH=40p10 CFH 49 P10 GWH-2 MBH -40 GFH =49 �1"G @14'W.C. 1117G@14'W.C. 11/4"G@14"W.C./ GWH-2 P10 MBH=40 CFH=49 1 1/4'G @14RN.C. 3"G @2PSI P10 GWH-2 MBH=M 11/4'G 14'W.C. @ CFH -4 GWH-2 MBH=49 pf0 GWH-2 ABH -ME CFH=49 CFH=M 1"G @14'W.C. 1 1/4'G @14".C. GWH= P10 MBH= 9 1'G @14'W 1l2"G@2PSI CFH=M GWH-2 i@14-W.C. MBH -4 P10 CFH=M 4 1/2'G @14"W.C. 111 �� ■ KEPHART community • planning • amhitectufe 2SS WPLNUT STREET DENVER, COLORADO 80208 �KLOK GROUP BOX 914 GOLDEN,00. 90402 Phone: 720399-2410 KG@KLOKGROOP.00M U) Z W 5 M O GD O V1� l) W �U�1 / LL_ V LLJNC) Z LL F— L < LQ W0.w LL T U) I W W r�r^^ vJ O w U 2 � W C 0 .Q� ,0 CLICf�.o y Fff�ONAL E�b�t\ 03.25.2021 No. Dale Issue f&28.X MRTPl 041 me eg 5 I eo W DJV NeFC Dagrier DMB Fmwny 07/25/2019 JobNl 218094 CP DS ER DIAGRAM BbeANumber UP4-08 M SHEET NOTES: P10 GAS SERVICE: PROVIDE 314'GAS@ 14' W.C. TO GAS WATER HEATER. INSTALL GAS METER, GAS REGULATOR, GAS COCK AND S" DIRT{EG. REFER TO DETAIL ON SHEET 3. GWH-2 n GAS RISER DIAGRAM -AREA "D" LINCOMING GAS SERVICE, REFER TO CML DRAWINGS FOR CONTINUATION 0 P10 3 914-W.C. 0 P10 3 G @14'W.C. @14RN.C. 0 P10 3 @14"W.C. Q P10 111 �� ■ KEPHART community • planning a architecture 25SS WPLNUT STREET DENVER, COLORADO 80208 .,.,..x.Rn.n. losses NKLOK GROUP BOX 914 GOLDE11,00. 90402 Phone: 720399-2470 KGQKL0KGR0U1P.00M U) Z W M O CD U Cf) LU LLV Lu 9 N Z L.L F— L Q LU Qw 0. A 11 i/ v, • w LU Q O �w U 2 � LU co Cco .Q�I. ,"CLICf��f o yq � Fff�ONAL E�b�t\ 03.25.2021 No. Delay Issue f&A.10 MRTPL 1 12 CI YC ] 01 1 REM . 0940 5 Rn ibd DJV ROFd Dagrier DMB Ne 07/25/2019 JobNuSIxV 218094 Down By CP CIRdaJ By DS Tae GAS RISER DIAGRAM MWNumber P4-09 4"RD-1 1440 SO/7 (45 4" 150 SCIFT 650 saFr(�GPM) .--t !]GPM w_L0004'OF 4"ST Q 4" OF 4'FD-5 3600 SO FT (113 GPM) 8 FD -5 (LEVEL4 PARKING GARAGE) (LEVEL 4 PARKING GARAGE) ONTO ATMOSPHERE OPEN TO ATMOSPHERE 4�� OF . 3600 SO FT 113GPM� 4'ST Q [(0 0 SURE �' 27 GPM 40will1440 SOIFT 45 GPM OPEN TO ATMOSPHERE d'FD 5 dSO SO FT 18GPM� 1080S(IFT� _ 4'DSN-1 1440SOIFT(45GPM) 4"RD-1 BY S"FD5 3800 SWT rae79xyea4N4 -277 87 GPM 3800 SO F 13 GPM 199 GF ffT \ 300GPM FT 000, 99 GPM 6" STY 4' ST-,,Dwwwp \ will 7370 SOIFT 230 GPM <'ST 8"STl 4"RD.1 II\ 4'OFD 4 4" CFS TOFO2 311D 2 �28SCI I FT IS GPM) \ �`l ST 4"DSN-1- 10" ST DSN-1 4" ST 4"OF- 28111 SOIFT 8T]GPM� 1 IL 1496S( 47 GPM 0' ST— TOTAL=28111 SOIFT / TOTPL=877 GPM HE STORM PIPE. REFER TO CNIL DRAWINGS FOR CONTINUATION 6'FD-5 (LEVEL 4 PARKING GARAGE) BOTTOMOFRAMP 36 GPM ST FT u C 1770 \ 555GPM�T \ \325 GIEM FF SOIFi 47 G 47 GPM 4'RD-1 750 GALLON SAND/011- e AND/OILi INTERCEPTOR 4.OFD-1 (4'xll'x4'INSIDE DIM) ` 8' PUMPED DISCHARGE FROM SP -1 AND SP -2 2210 SCIFT fig GPM q^gT_ 8" ST 4"ST- 4" ST sis ST 10 - ST 1O' ST2155 SOIFT 87 GPM fp' A615 SURE R7 830 GPM 4"DSN-1 4"RD-1 4"0F 1000 SO/PT 31 GPM 4" ST- 4"OF- W 4'DSN-1 4" OF 4'RD-1 2155 SCIFT 4"OFD-1 OPEN TO AMOSPHEPARKING RAGE) 67GPM f OPEN TO ATMOSPHERE Q 2280 SO FT 4" ST 4" OF 6"FDF PARKING GARAGE OFRAMP 2200 SO FTJ 4ST� 6 STJ 4' STA 4' ST ST ST 4"Fv OPENTOATMOSPHERE TOTAL =22250 SOFT 694 GPM WATER VAULT ST �4'ST 4480 SO FT 4'FDF TOATMOSPHERE CDSN-1 111 �� ■ KEPHART community. planning a amhitectura 25R6 WPLNNT STREEI DENVER, COLOR4DO 00205 wmr.FepNeRcom owes NKLOK GROUP BO)( 914 GOLDEN,CO. 90402 Phone: 720399-2410 KGOICLICKGROUP.0011111 Cf) FEMM Z W M O 00 U Vlaa� l^ W �UP7 / LV LLJ NC) Z LL F— L < LQ LU Qw 0. A 11 U) i/ • w LU vr�^^ rJ O w U 2 � W co Cco .Q�PN CLICf��f o � :Wh Fff�ONAL EhE'\��. 03.25.2021 No. D!��R Issue f&1 1R2 o1RC DJV ftjeC Desgr DMB Fmwny 07/25/2019 00000 JoblSkirolmar No 218094 CP00000 DS WATAER RISER DIAGRAM Sheet Number P4-10 L /1 PARKING GARAGE RISER 6'X12X8' DEEP TOTAL= 222N SOIFT(6W GPM) so 111 �� ■ KEPHART community • planning a architecture 2SS WP NUT STREET DENVER, COLORADO 00206 wmr.FepNeRmm NKLOK GROUP BOX 914 GOLDENI 90402 Phone: 720399-2470 KGOICILICKGROURCOM Cf) FEMM Z LU M M O O M U QCf)W L CD ^Lu 9 I..L Z L a F- L Q LU Q W W = '^ W (J, W Q H 0 �W U 2 � LU co ' ^ co V � N� .Q��PN CLICf��f o Fff�ONAL E�6�� 03.25.2021 No. Date Issue f&A.10 MRTPL 1 12 CI YC ] 01 1 jWIERR 5 RC ibd DJV 140FC paltrier DMB Ne 07/25/2019 JONI 218094 Down By CP C6eGa6 By DS Tae PARKING GARAGE RISER DIAGRAM S6eel NumWr P4-11 POWER DEVICES (� SINGLE RECEPTACLE QO DUPLEX RECEPTACLE IO' ® FOURPLEX RECEPTACLE �a SPECIAL RECEPTACLES LETTER NEXT TO DEVICE IS G A RECEPTACLE MODIFIER) G DUPLEX RECEPTACLE WITH (2) INTEGRAL USB PORTS Z DUPLEX RECEPTACLE ON DEDICATED POWER CIRCUIT �Tfy ilJ FLOOR MOUNTED DUPLEX RECEPTACLE CONDUIT RUN CONCEALED IN WALLS FLOOR MOUNTED FOURPLEX RECEPTACLE GJL CEILING MOUNTED DUPLEX OUTLET 0 JUNCTION BOX FT SURFACE RACEWAY `® L DIMMER EMERGENCY BATTERY -PACK SINGLE POLE TOGGLE SWITCH K SINGLE POLE KEYED TOGGLE SWITCH 3 THREE WAY TOGGLE SWITCH ^` LU (LOWER CASE LETTERS DENOTES SWITCHING) 3 K THREE WAY KEYED TOGGLE SWITCH $♦♦ GANG LIGHT SWITCH yTO SINGLE POLE THERMAL OVERLOAD SWITCH IF DENOTES PILOT LIGHT) ® MOTIONSENSORSWRCH EQUIPMENT O' DISCONNECT SWITCH QO FUSED DISCONNECT SWITCH IO' ® COMBINATION MOTOR STARTER a MOTOR G ELECTRICAL PANEL G METER Z GROUND ��— FUSE &SWITCH CONDUIT RUN CONCEALED IN WALLS CIRCUITBREAKER GJL GROUND FAULT INTERUPTER BREAKER 0 MECHANICAL EQUIPMENT IDENTIFICATION TAG FT TRANSFORMER ® ELECTRICAL PANEL LABEL SHALL INDICATE SERVING INDICATED ON DRAWINGS L1F26 0 L1A-26 0 0 IL L1A-28 �a 0 0 LIGHTING Q 2 x P FLUORESCENT FIXTURE QO RECESSED DOWNLIGHT A44 RECESSED WALLWASHER ® 1-xC FLUORESCENT FIXTURE 0 SURFACE MOUNTED DOWNUGHT OR GROUND MOUNTED LANDSCAPE UGHT I--O—ti STRIP LIGHT WITH JUNCTION BOX 29 WALL MOUNTED FIXTURE CONDUIT RUN CONCEALED IN WALLS PENDANT K2K2TRACK UGHT WITH HEADS `T7 WALL MOUNTED FIXTURE ��� SURFACE OR PENDANT MOUNTED UNEAR FIXTURE ® EXITUGHT EMERGENCY BATTERY -PACK FIXTURES SHADED OR MAKED 'EM' Vl^ O/ ARE EMERGENCY FIXTURES. RACEWAY LEGEND Q BRANCH CIRCUIT HOMERUN TO PANELBOARD, NUMBER v OF ARROWS INDICATES NUMBER OF CIRCUITS, NUMERAL A44 INDICATES CIRCUIT NUMBER. ® CONDUITUP GROUP CONDUITDOWN CONDUIT RUNS UNDERFLOOR Phone: 720399-2410 KGOICLOKGROURCOM OR BELOW GRADE CONDUIT RUN CONCEALED IN WALLS Z OR CEILING. OR EXPOSED WHEN LU CEILINGSARENOTPRESENT. / _ \ MOTOR CONNECTION COMMUNICATIONS Q DATA OUTLET v TELEPHONE OUTLET Q COMBINATION TELEDATA CUTLET ® TELEPHONE BACKBOARD TYPICAL DEVICE COVERPLATE IDENTIFICATION SCALE: NO SCALE LABELS SHALL INDICATE SERVING BRANCH CIRCUIT PANELBOARD AS NOTED ON THE DRAWINGS AS WELL AS BRANCH CIRCUIT SERVING DEVICE. EX. 11A-26' INDICATES PANEL LIA,CIRCUIT26. LABELS SHALL BE SELF ADHESIVE TYPE, DYMO LABELS OR APPROVED EQUAL WITH MIN. 1/8' HIGH LETTERS VERIFY WITH BUILDING ENGINEER WHICH OF THE ABOVE PRACTICES IS ACCEPTABLE. PROVIDE BUILDING STANDARD DEVICES UNLESS OTHERWISE DIRECTED BY ARCHITECT, DEVICES ARE SHOWN AS EXAMPLES ONLY. 111 �� ■ KEPHART Community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 �vmr.eR m KLOK � GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2410 KGOICLOKGROURCOM U) Z LU M 5 O M� W O Vl^ O/ /LU L/ ^` LU Q I..L Z (If F— H. (If �f awl W ^a. LL T LU A�/■ �/// W — I N U) O w U 2 � LU Mi 0 o�pRroou�F�s V��fLDBF.Yy" Fp °6} 422 i YQ �� SS%ONALE��'\ 03.25.2021 No. Drte Issue 0&]8.10 MRTP1 5+ 5 RC Ibtl DJV R FN Dagne DMB % 07/25/2019 JobNumlxr IT118 218094 Down By CP CNJwd By DS ELECTRICAL LEGEND & ABBREVIATIONS Sbeel Number E0=0a0 ALL FEEDERS ARE CU UNLESS NOTED OTHERWISE ROOF IEVEL4 LEVEL . . . . . . . . . . . . . . . . . . . . . . . . . SHEET NOTES: Fault "i AIC VALUE LENGTH TYPE FDR SIZE SETS UTILITY 52,100 39,936 E1 CU E1 Xi MSB -A 39,936 150 CU 500 8 X2 (D13-1 A) 10,552 330 CU 350 2 X3 DB -2A 13,257 330 CU 300 3 X4 DB -3A 12,618 355 CU 300 3 X5 1313-4A 12,038 380 CU 300 3 X6 HP -2A 7,575 330 CU 3/0 2 X7 (HP -3A) 7,220 20 CU 3/0 2 X8 (HP -4A) 6,397 405 CU 3/0 2 E4f ___________________ ________________________, (TYP) M M M M M M M M M 125A 1254 725A 1254 121A 1254 125A 125A 125A 725A 125A 125A 125A 725A 1254 125A 1254 125A HP3A 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P (B3e) (BGS) (A2a) (B1) (A2) (B3) (B2e) (A1) (A1) (ME) Al) (Ai) (A1) (B2) (A1) (A1) (A0) IAO) E5 DIST BOARD DB -3A MOA, 208/120V, PH, 4W800AAG UKAIC E1 LENGTH E1 FDR SIZE E1 5 E1 39,936 E1 CU E1 8 E1 X10 DB -13 E1 25 E1 3/0 E1 E6 E1 32,978 E1 CU E1 2 E1 X12 (1019-210) E1 155 E1 300 E1 -- E1 --- E4r__ CU __ 3 __ __ __ 195 __ 300 __ PNL __ 26,512 __ CU __ 1 __ X16 HP -1 __ 145 __ 250 __ , ELEVATOR __ 7,966 __ M __ 1 1 __ X18 (HP -3B) (TYE) I M M M Ell M M M 10,378 M CU M (B3e) M X20 HP -EV M 150 M 30004,20&120V, PH, 4W M Q EB M 2 M CU M M E1 ❑ M E1 ❑ _ i1310CU E1 ❑ M E1 ❑ 1254 1254 1254 E1 ❑ 1254 1254 1254 E1 1254 E1 ❑ 1254 E1 ❑ 1254 E1 ❑ 1254 E1 ❑ 1254 E1 ❑ 1254 E1 ❑ 1254 125A 1254 M 1254 E9 — 1254 HP 1254 125A 1254 125A 1254 '12M 1254 12542P2P 8001 125A 2P 2P 2P 2P 2P 2P 2P 1254 2P 2P 2P 1254 2P 2P 2P 2P 2P 2P 2P 2P HP-0A(At) (B3e) (83e) (A2e) (A1) (A2s) B1) IA21 (B3) (B2e) 1B3e1 IB3e) 1B2e1 (A1) (A1) (A1) IB21 (A1) IA11 (A2) (A0) (82) (AO) (A1) (B2) (A1) Al) (Ail Al) ES L______________________________________________________J I E3 —, EIO PROVIDE EXTERNAL GROUND BAR AS DEPICTED. PROVIDE C X 114' X LENGTH AS M M M M L_______________________________________ M DIST. BOARD DB -2A M DIST. BOARD DB4A M M M ________J M M DIST. BOARD D&1A M M BMA,20&120V,3Pi SMA 20&120V, 3PH, 4W M REQUIRED TO ACCOMODATE THE NUMBER OF TERMINATIONS NECESSARY FOR 125A SODA, 20&120V, PH, 4W 1254 13A 80OA4G 13A 22KAIC fi00A4G 22MIC 125A 125A LEVEL UKAIC 125A 1254 125A 1254 13A E4f ___________________ ________________________, (TYP) M M M M M M M M M 125A 1254 725A 1254 121A 1254 125A 125A 125A 725A 125A 125A 125A 725A 1254 125A 1254 125A HP3A 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P (B3e) (BGS) (A2a) (B1) (A2) (B3) (B2e) (A1) (A1) (ME) Al) (Ai) (A1) (B2) (A1) (A1) (A0) IAO) E5 DIST BOARD DB -3A MOA, 208/120V, PH, 4W800AAG UKAIC ASSUMED TRANSFORMER IMOKVA NEW PAD MOUNTED UTILITY E2 Al BYXCEL)20&120V, 3PH,4W M -1�f M CT I CT LEVEL —1 1 1 1 1 1� _ L — BYXCEL Fault mi E1 LENGTH E1 FDR SIZE E1 5 E1 39,936 E1 CU E1 8 E1j X10 DB -13 E1 25 E1 3/0 E1 E6 E1j 32,978 E1 CU E1 2 E2 X12 (1019-210) E1t 155 E1 300 E4 r— -- X13 DB -313 --- -- CU -- 3 -- X14 DB -413 -- 195 -- 300 — PNL — 26,512 — CU -- 1 -- X16 HP -1 -- 145 -- 250 -- , ELEVATOR M 7,966 M M M 1 1 M X18 (HP -3B) (TY9) M M Ell M (A1) M 10,378 M CU M (B3e) M X20 HP -EV M 150 M 30004,20&120V, PH, 4W M Q EB M 2 M CU M M E1 ❑ -- E1 ❑ _ i1310CU E1 ❑ E1 ❑ 1254 1254 1254 E1 ❑ 1254 E1 ❑ 125A E1 125A E1 ❑ 125A E1 ❑ E70 E1 ❑ 125A E1 ❑ 1254 E1 ❑ 1254 E1 ❑ 125A 125A 1254 M 1504 E9 — 1254 HP 125A 125A 1254 125A 1254 125A 1254 8001 125A 2P 2P 2P 2P 2P 2P 2P 1254 2P 2P 2P 1254 2P 2P 2P 2P 2P 2P 2P 2P Hi (B3e) (83e) (A2e) (61) (A2) (83) (B2e) 2P (A1) (B2e) (A1) 2P (A1) (B2) (Al) (B2e) (A2) (82) (AO) (A1) (B2) (A1) Al) (Ail Al) E5 L_____________________________________________J I E3 —, EIO PROVIDE EXTERNAL GROUND BAR AS DEPICTED. PROVIDE C X 114' X LENGTH AS M M M M L_______________________________________ M DIST. BOARD DB -2A M M M M ________J M M DIST. BOARD D&1A M M BMA,20&120V,3Pi M M REQUIRED TO ACCOMODATE THE NUMBER OF TERMINATIONS NECESSARY FOR 125A SODA, 20&120V, PH, 4W 1254 13A 1254 13A 22KAIC fi00A4G 125A 125A LEVEL UKAIC 125A 1254 125A 1254 13A ASSUMED TRANSFORMER IMOKVA NEW PAD MOUNTED UTILITY E2 Al BYXCEL)20&120V, 3PH,4W M -1�f M CT I CT LEVEL —1 1 1 1 1 1� _ L — BYXCEL Fault mi E1 LENGTH El FDR SIZE SETS 5 E1 39,936 E1 CU E1 8 E1 X10 DB -13 E1 25 E1 3/0 E1 E6 E1 32,978 E1 CU E1 2 E1 X12 (1019-210) E1 155 E1 300 E4 r— -- X13 DB -313 --- -- CU -- 3 -- X14 DB -413 -- 195 -- 300 — PNL — 26,512 — CU -- 1 -- X16 HP -1 -- 145 -- 250 -- , ELEVATOR M 7,966 M M M 1 1 M X18 (HP -3B) M 20 M Ell M (A1) M 10,378 M CU M (B3e) M X20 HP -EV M 150 M 30004,20&120V, PH, 4W M Q EB M 2 ( ) CU -- -- E1 ❑ -- E1 ❑ _ i1310CU E1 ❑ M E1 ❑ N] E1 ❑ STEEL PER NEC 250.66 E1 ❑ E1 ❑ ----I E1 DBT. BOARD DB -18 E1 ❑ E1 ❑ E70 E1 ❑ E1 ❑ E1 ❑ 125A E1 ❑ 125A 125A 1254 M 125A E9 — 1254 HP 125A 125A 1254 125A 1254 125A 1254 125A 8001 125A MDA, 208/120V, PH, 4W 125A 125A 1254 125A 1254 125A 1254 I 2P 1254 2P 1254 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P (B3e) (B3e) (81) (A2) (83) (B2e) (A2) (AO) (82) (AO) (A1) (B2) (A1) Al) (Ail Al) I I E3 —, EIO PROVIDE EXTERNAL GROUND BAR AS DEPICTED. PROVIDE C X 114' X LENGTH AS M M M M L_______________________________________ M M M M M ________J M M DIST. BOARD D&1A M M M M M REQUIRED TO ACCOMODATE THE NUMBER OF TERMINATIONS NECESSARY FOR 125A SODA, 20&120V, PH, 4W 1254 13A 1254 42MIC 13A fi00A4G 125A 125A LEVEL UKAIC 125A 1254 125A 1254 13A 1254 ASSUMED TRANSFORMER IMOKVA NEW PAD MOUNTED UTILITY E2 Al BYXCEL)20&120V, 3PH,4W M -1�f M CT I CT LEVEL —1 1 1 1 1 1� _ L — BYXCEL Fault mi AIC VALUE LENGTH TYPE FDR SIZE SETS 5 X9 (1111 39,936 150 CU 500 8 PROVIDE SUB METERING FOR EACH TENANT SUB FEED. PROVIDE SOFTWARE TO X10 DB -13 30,171 25 CU 3/0 2 E6 X11 D13-1 Ell 32,978 25 CU 350 2 POOL EQUIPMENT DESIGN AND POWER REQUIREMENTS TO BE PROVIDED IN X12 (1019-210) 20,530 155 CU 300 3 PRL X13 DB -313 19,608 170 CU 300 3 MA 800A 400A X14 DB -413 18,242 195 CU 300 3 PNL X15 (HPi 26,512 30 CU 350 1 E4 X16 HP -1 16,216 145 CU 250 2 2P X17 (HP -2B) 7,966 155 1 CU 1 3/0 1 1 _ X18 (HP -3B) 7,220 20 CU Ell (A1) (A1) HP -4B 10,378 220 CU ARC REDUG (B3e) E9 X20 HP -EV 11,308 150 CU 30004,20&120V, PH, 4W g3/01X19 Q EB X21 POOL 13,575 75 CU -- -- El PROVIDE 125A LOAD CENTER WITH 1254 MAIN BREAKER. FEEDER FROM iQ DISTRIBUTION PANEL TO BE SUED AS 1253G. REFER TO UNIT PANEL SCHEDULE. PROVIDE SURGE PROTECTION DEVICE (PD) FOR ENTIRE DWELUNG UNIT PANEL BASEMENT — — — — — — — — — — — — — — — — — — — — — PER NEC 2020230.87. E2 PROVIDE GROUND ROD WITH 41 CU FOR CT GROUNDING. E3 ELEVATOR MAMP DISCONNECT WITH INTEGRAL SHUNT TRIP. PROVIDE 60A3P SETS (dg5001N 3-112'C) FRN -R FUSING. E4 PROVIDE SUB METERING FOR EACH TENANT SUB FEED. PROVIDE SOFTWARE TO \ \ \ A 1 1 MONITOR AND BILL EACH TENANT. E5 PROVIDE 1MV,I PHASE, SINGLE CIRCUIT INVERTERS PER PANEL SCHEDULES. PDA 3004 POA 3004 SIPA THEY SHALL PROVIDE 90 MINUTE EGRESS LIGHTING FOR ENTIRE CIRCUIT. E6 PROVIDE SHUNT TRIP MAIN BREAKER. LOCATE TRIP BUTTON NEAR GARAGE PHIL ENTRANCE FOR FIRE DEPARTMENT USE. ROOF E1 — — — — — — — — E7 POOL EQUIPMENT DESIGN AND POWER REQUIREMENTS TO BE PROVIDED IN ELEVATOR 1 Al E1 I C.W.P. PER NEC 250.665) CONCRETE ENCASED E1 BASEMENT — — — — — — — — — — — — — — — — — — — — — E1 ELECTRODE — — — E1 E1 SETS (dg5001N 3-112'C) E1 E1 \ \ \ A 1 1 E1 — FUTURE SUBMITTAL. PDA 3004 POA 3004 SIPA ["I PHIL E1 PHIL E1 PHIL E1 PNL M PNL M PNL M PNL E1 PRL (TYP) PHIL 254 PRL SPARE PHIL MA 800A 400A PHIL 400A 400A PNL ARCREDUC. 3P PNL 3P 400A 3P 2 PNL 3P PNL 7254 PNL 7254 1254 E4 2P 2P 2P 2P 2P 2P r 2P 2P 2P 2P 2P BRK MAIN BRKR L _ _ N _ I_ _ _ _ _ _ _________________J 1254 MIN W/ IAO) (A1) (A1) Ell (A1) (A1) B2e) �AN CU MAIN SWITCHBOARD MSB -A (B3e) ARC REDUG (B3e) E9 (A2) (B1) (B2a) PER NEC 250.102(CN1) 30004,20&120V, PH, 4W -- Q EB PROVIDE SPARE BREAKER FOR FUTURE SOUR PANEL CONNECTION. -- E1 -- E1 ❑ -- E1 ❑ -- E1 ❑ _ i1310CU E1 ❑ M E1 ❑ N] E1 ❑ STEEL PER NEC 250.66 E1 ❑ E1 ❑ ----I E1 DBT. BOARD DB -18 E1 ❑ E1 ❑ E70 E1 ❑ E1 ❑ E1 ❑ MDA, NW120V, PH, 4W E1 ❑ ELECTRODE E1 ❑ M (Typ) E9 — HP I 125A 125A 1254 125A 1254 125A 1254 125A 8001 125A MDA, 208/120V, PH, 4W 125A 125A 1254 125A 1254 125A -2B I 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 42KAIC 2P 2P 2P 2P 2P (A0) E9 PROVIDE pB GROUND TO GAB SERVICE ENTRANCE PER NFPA 54SECTION ].13.2. (A1) r (A1) (Me) (133e) (B3e) (Me) (A1) (A2) (61) (Ma) E5 I —, EIO PROVIDE EXTERNAL GROUND BAR AS DEPICTED. PROVIDE C X 114' X LENGTH AS M M M M M M M M M M M M M M M M M REQUIRED TO ACCOMODATE THE NUMBER OF TERMINATIONS NECESSARY FOR 125A 125A 1254 13A 1254 42MIC 13A 1254 125A 125A 125A 125A 1254 125A 1254 13A 1254 13A THE INSTALLATION (PER NEC 250). 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P(ADI (AO) (A1) (A1) (Me) (A1) (A1) (B2e) (At) (B2e) (Me) (B3e) (Me) (A1) (A2) B1) (B2) F L___________________________________________________JI DIST. BOARD DB -0B MIA, 20&120V, 3PH, 4W ZL 80OA4G 42KAIC ELEVATOR 1 Al E1 I C.W.P. PER NEC 250.665) CONCRETE ENCASED E1 BASEMENT — — — — — — — — — — — — — — — — — — — — — E1 ELECTRODE — — — E1 E1 SETS (dg5001N 3-112'C) E1 E1 \ \ \ A 1 1 E1 — E1 PDA 3004 POA 3004 SIPA ["I �B E1 M E1 M E1 — — M (TY P) M MAIN BRKR I M M E1 M (TYP) 254 1254 SPARE 3000ALSIGWI I 61KA MA 800A 400A 8004 SPACE MOA 400A 400A t00A ARCREDUC. 3P 3P 3P 3P 3P 400A 3P 2 3P 3P 3P 1254 7254 3P 7254 1254 2P 2P 2P 2P 2P 2P 2P 2P r 2P 2P 2P 2P 2P BRK MAIN BRKR L _ _ N _ I_ _ _ _ _ _ _________________J 1254 MIN W/ IAO) (A1) (A1) Ell (A1) (A1) B2e) �AN CU MAIN SWITCHBOARD MSB -A (B3e) ARC REDUG (B3e) E9 (A2) (B1) (B2a) PER NEC 250.102(CN1) 30004,20&120V, PH, 4W -- 2P2P(All -- -- (B3e) -- 65KAIC -- -- Q_ ! _ 1 _ i1310CU M M N] #4 CU * C'W'p' STEEL PER NEC 250.66 M L ----I PER NEC 25QNS) CONCRETE DBT. BOARD DB -18 M M E70 ENCASED M M MDA, NW120V, PH, 4W DIST. BOARD DMB ELECTRODE M M E9 — — _ J _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ —L— — LEVELS LE1 E1 I C.W.P. PER NEC 250.665) CONCRETE ENCASED E1 BASEMENT — — — — — — — — — — — — — — — — — — — — — E1 ELECTRODE — — — E1 E1 E1 E1 \ \ \ A 1 1 E1 — E1 PDA 3004 POA 3004 SIPA ["I M E1 M E1 M E1 — — M (TY P) M - - M M E1 M (TYP) 254 1254 7254 1254 7254 7254 7254 7254 1254 7254 1254 7254 1254 7254 1254 7254 1254 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P2P(ADI r— 1254 -- IAO) (A1) (A1) (B2e) (A1) (A1) B2e) (A1) B2e) (B3e) B3e) (B3e) (A1) (A2) (B1) (B2a) F 2P -- 2P2P(All -- -- (B3e) -- (B2e) -- -- —, I M M M M M M M 601 M DBT. BOARD DB -18 M M M M M MDA, NW120V, PH, 4W DIST. BOARD DMB M M M HP I 125A 125A 1254 125A 1254 125A 1254 125A 8001 125A MDA, 208/120V, PH, 4W 125A 125A 1254 125A 1254 125A -2B I 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 42KAIC 2P 2P 2P 2P 2P (A0) (AO) (A1) (A1) (62e) Al) (A1) (Me) (A1) (Me) LEVELS LE1 E1 I C.W.P. PER NEC 250.665) CONCRETE ENCASED E1 BASEMENT — — — — — — — — — — — — — — — — — — — — — E1 ELECTRODE — — — E1 E1 E1 E1 \ \ \ A 1 1 E1 — E1 PDA 3004 POA 3004 SIPA E1 — — E1 rJ rJ rJ E1 SPARE E1 — — E1 (TY P) E1 - - E1 E1 (T P) M PER NEC 2MA02(CxU 3000A, 2061120V, PH, 4W 1254 (�)M 65KAIC 1254 Mi 1254 IM 125A M1254 1254 2P 2P 2P 2P J12 2P 2P (B3e) (AO) IAO) (B2e) lag) (B2e) 1254 1254 1254 1254 r— 1254 -- -- -- -- -- -- 4W -- -- 2P 2P 2P -- 2P -- 2P -- 2P2P(All -- -- (B3e) -- (B2e) -- -- —, I M M M M M M M 601 M DBT. BOARD DB -18 M M M M M MDA, NW120V, PH, 4W M M M M HP I 125A 125A 1254 125A 1254 125A 1254 125A 1254 125A 1254 125A 125A 1254 125A 1254 125A -2B I 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P (A0) (AO) (A1) (A1) (62e) Al) (A1) (Me) (A1) (Me) (133e) (B3e) (Me) (A1) (A2) (61) (Ma) E5 I DIST. BOARD DB -213 800AAG MOA, MV120V, PH, 4W 42MIC POOL E] HP -0 E5 HPE ELEVATOR 3 ES 9 LEVEL -— — — — — — — — — — — — — — —LEVEL 1 BLDG E1 I C.W.P. PER NEC 250.665) CONCRETE ENCASED E1 BASEMENT — — — — — — — — — — — — — — — — — — — — — E1 ELECTRODE — — — E1 E1 E1JJ A ` A \ \ \ A 1 1 MA \MOA 1 — 300A� SPA PDA 3004 POA 3004 SIPA 3PA� 13 40 pCE SIPJ — — rJ rJ rrJJ rJ rJ rJ E4 -----—— SPARE — — — — — (TY P) ------------------------------------------ 0 �XSDO CU - - M M MAIN SWITCHBOARD MSB -B M PER NEC 2MA02(CxU 3000A, 2061120V, PH, 4W 1254 (�)M 65KAIC 1254 Mi 1254 IM 125A M1254 1254 2P 2P 2P 2P J12 2P 2P (B3e) (AO) IAO) (B2e) lag) (B2e) 1254 1254 1254 1254 1254 400A4G DBE1MV, 1254 4W 125A 2P 2P 2P 2P 2P 2P 2P 2P 2P2P(All (A2) (All (AO) (B3e) (AO) (B2e) (B2e) (83e) (B3e) L___________________________________J I 601 DBT. BOARD DB -18 MDA, NW120V, PH, 4W 65KAIC HPE ELEVATOR 3 ES 9 LEVEL -— — — — — — — — — — — — — — —LEVEL 1 BLDG E1 I C.W.P. PER NEC 250.665) CONCRETE ENCASED E1 BASEMENT — — — — — — — — — — — — — — — — — — — — — E1 ELECTRODE — — — E1 E1 E1 A ` A \ \ \ A 1 1 MA \MOA 1 — 300A� SPA PDA 3004 POA 3004 SIPA 3PA� 13 40 pCE SIPJ — — rJ rJ rrJJ rJ rJ rJ rJ rJ SPARE — — — — — (TY P) ------------------------------------------ 0 �XSDO CU - - M M MAIN SWITCHBOARD MSB -B M PER NEC 2MA02(CxU 3000A, 2061120V, PH, 4W 1254 p310 CU 65KAIC 1254 '� 8 SETS (4#MO IN 3-112"C) E1 I C.W.P. PER NEC 250.665) CONCRETE ENCASED E1 BASEMENT — — — — — — — — — — — — — — — — — — — — — E1 ELECTRODE — — — E1 E1 E1 E1 E4— — — — — — — — — — — — — — — — — — — — — — — (TY P) M M M M M M 1254 1254 1254 1254 1254 125A 1254 2P 2P 2P 2P 2P 2P 2P (B3e) (AO) IAO) (B2e) lag) (B2e) (B2a) L :DISTBOARD — 400A4G DBE1MV, Pill, 4W 42KAIC '� 8 SETS (4#MO IN 3-112"C) ZL I C.W.P. PER NEC 250.665) CONCRETE ENCASED PER NEC 250.66 STEEL BASEMENT — — — — — — — — — — — — — — — — — — — — — — — — — — ELECTRODE — — — BASEMENT — — — — — — —----------------------- — — — — — — — — — I KEPHART community a planning a amhitecWre 2555 WALNUT STREET DENVER, COLORADO 80205 NKLOK GROUP BOX 814 GOLDENI 80402 Phone: 720399-2410 KGDKLOKGROUP.COM UI FEMM Z W M O O 00 U l ^ Lu LP1 L /�V � Lu 9 Z (.L Q W^Q w LL T U) W W N H O w U 2 W ch Cco o��Rp,DO LICF�, F{�0.G�'�•'Fo 422 t SS%ONALE��'� 12.06.2021 No. Drte Issue 0&]9.10 MRTPL 12 CI YC 4 m 1 jFwxcmswem 5 12M.=1 CI Sin 5 Pw ,mu DJV ProFC Deegr,er DMB Due 07/25/2019 JobNumIxT 218094 mwn y CP CNOwd By DS LDIAGRAM CAL ONE -LINE & SCHEDULES imi GENERAL NOTES: t CONTRACTOR SHALL PROVIDE WEATHER PROOF COVER FOR ALL DEVICES WITH VF INDICATED AS PART OF SYMBOL ON PIAN DRAWINGS, U.N.O. KEYNOTES: ❑1 BACK -BOX: FLUSH MOUNTED BOXWITH SINGLE GANG OR DOUBLE GANG COVER PLATE (AS APPLICABLE), SHOWN FOR REFERENCE ONLY. ❑2 COVERPIATE: PROVIDE ULUSTED WEATHERPROOF CAST ALUMINUM SINGLE GANG OR DOUBLE GANG COVER (AS APPLICABLE) THAT WILL ALLOW FOR CABLES TO REMAIN PLUGGED IN WHILE IN THE CLOSED POSITION. rl IN—USE WEATHER PROOF COVER DETAILS U NO SCALE GENERAL NOTES: 1. COMBINATION FLOOR -BOX FOR HOUSING POWER AND COMMUNICATIONS DEVICES.COORDINATE LOW VOLTAGE CONTRACTOR. 2. ALL DATA CONDUITS SHALL BE ROUTED TO NEAREST COMM ROOM OR CABLE TRAY, U.N.O. KEYNOTES: 11] FLOOR BOX PROVIDE CAST -IN-PLACE COMBINATION POWER & DATA DEVICE 2� MOUNTING PLATE PROVIDE MOUNTING PLATE WITH STYLE-LINEDECORA) FRAME OPENING FOR LO VOLTAGE CONNECTORS. PROVIDE BLANK DECORA COVER FOR POWER ONLY FLOOR BOXES. 33] POWER PROVIDE DUPLEX RECEPTACLE. CIRCUIT PER POWER PLANS. 441 DATA CONDUIT: PROVIDE (1) 1 -14 - CONDUIT FOR LOW VOLTAGE CABLING AT EACH APPLICABLE POKE -THROUGH DEVICE. STANDARD CAST -IN-PLACE FLOOR BOX ANO SCALESCALE E H (WPIGFI AS REQUIRED) UNISTRUTBASE PLATES FASTENEDTO FLOOR IIDII FINISHED FLOOR OR ROOF n UNISTRUT MOUNTED RECEPTACLE NO SCALE NOTES: 1. REWORD NAMEPLATE PER APPROVED SUBMITTALS AND INSTALLED CONDITIONS. 2. SEE SPECIFICATION FOR MORE NAME PLATE INFORMATION. 3. WHITE LETTER ON BLACK BACKGROUND FOR NORMAL BRANCH. WHITE LETTERS ON RED BACKGROUND FOR LIFE SAFETY SYSTEM. BLACK LETTERS ON YELLOW BACKGROUND FOR STANDBY SYSTEM. WHITE LETTERS ON GRAY BACKGROUND FOR UPS SYSTEM CIRCUITS. 4. DISCONNECT LABELING PER NEC 2020110.22. /4' U16 116. GROUND LUG IN PROVIDE POUND DOLT O CONCRETE BASE GROAT POLE BASE HEIGHT PER REGISTERED STRUCTURAL SIDEWALK SURFACE OR ENGINEER FINISHED GRADE 4T FLOORH FLOOR PARKING DECK O 3/4'x6' COPPER GROUND ROD O WITH THERMWELD BARE e6 CU. POLE ANCHOR OR TO NEAREST 1'x36"BOLTS WITH 4-HOOKS.17YP O GROUND IN BUILDING. OF4BOLTS.) O OP b P 30" MINIMUM BELOW GRADE. P O O OP THE CONTACTOR SHALL SUBMIT DESIGN AND CONCRETE MILE BASE TO p O P MEET LOCAL WIND LOADING REQUIREMENTS. DESIGN DONE BY REGISTERED STRUCTURAL AS REQUIRED BY REGISTERED STRUCTURAL ENGINEER. ENGINEER n SITE LIGHTING AND 4TH FLOOR GARAGE DECK POLE DETAIL U NO SCALE SYSTEM KEYNOTES: 1❑ MOLDED CASE SWITCH WITH SHUNT TRIP PROVISION, AMPERE RATING PER DRAWINGS AND SCHEDULES. ❑2 FR: FIRE ALARM VOLTAGE MONITORING RELAY. PROVIDE FORM C RELAY AND INTERFACE TO A FIRE ALARM RELAY TO MONITOR CONTROL VOLTAGE. �3 FA: NORMALLY OPEN 12W RATED FIRE ALARM CONTACTS SUPPLIED BY THE FIRE ALARM CONTRACTOR TO TRIGGER ELEVATOR POWER SHUNT TRIP. ® CR: CONTROL RELAY TO ISOLATE THE FIRE ALARM CONTACTS FROM THE LOAD OF THE SHUNT TRIP. ❑5 ST: SHUNT TRIP COIL TO ACTIVATE SHUNT TRIP MECHANISM ON MOLDED CASE SWITCH. © BL: PROVIDE FORM C MECHANICALLY INTERLOCKED AUXILIARY CONTACTS ON SWITCH FOR OUTPUT TO BATTERY LOWERING PERMISSIVE RELAY. IAS REQUIRED) EFF FIA SYSTEM ❑7 FUSES PER DRAWINGS AND SCHEDULES. n ELEVATOR FIRE SAFETY INTERFACE NO SCALE VD_gl PROVIDE WELD CONNECT #41DAWGTYPE — THWN COPPER WIRE TO EXISTING GROUNDING SYSTEM. n ELECTRICAL & DATA ROOM GROUND BAR U NO SCALE 6" FROM WALL FINISHED FLOOR EIEC & MDF) 1WX3'X1T COPPERGROUND BUS-BAR(SUB-ELEC RM & IDF) WIDTH AS REQUIRE MAIN SWITCHBOARD IIi-�1/4' 21/2' 277/480V 30, 4W, 16004 -131163/16 AVAILIBLY FAULT CURRENT 49,7QA =1/8' EQUIPMENT RATING 50.000A DATE XXCOUXXXX PH A BROWN; PH B - ORANGE; PH C- YELLOW 1/8' NEUTRAL GRAY; GROUND GREEN NOTES: 1. VOLTAGE, AMPACITY, AIC RATING AND PHASE COLORS TO BE REWORDED FOR FIELD CONDITIONS. 2. SEE SPECIFICATIONS FOR MORE NAME PLATE INFORMATION. 3. AMP RATING SHALL INDICATE OVERCURRENT PROTECTION. 4. WHITE LETTER ON BLACK BACKGROUND FOR NORMAL SYSTEM. WHITE LETTERS ON RED BACKGROUND FOR LIFE SAFETY SYSTEM. BLACK LETTERS ON YELLOW BACKGROUND FOR STANDBY SYSTEM. WHITE LETTERS ON GRAY BACKGROUND FOR UPS SYSTEM CIRCUITS. S. NEC 2020 REFERENCES 210.5 IDENTIFICATION OF BRANCH CIRCUITS 408.6 SHORT CIRCUIT RATING. rl MAIN SWITCHBOARD NAMEPLATE DETAIL U NO SCALE WIDTH AS REQUIRE 111 �� Arc Flash and Shock Hazard EXHAUST FAN #1 Appropriate PPE Required yr m FED FROM H1A:XX (D 480V 30 HP FLA 3 caVcm2 FLASH HAZARD AT 18INCHES FED FROM MSB PPE LEVEL: [PROTECTIVE EQUIPMENT DESCRIPTION[ NOTES: 1. REWORD NAMEPLATE PER APPROVED SUBMITTALS AND INSTALLED CONDITIONS. 2. SEE SPECIFICATION FOR MORE NAME PLATE INFORMATION. 3. WHITE LETTER ON BLACK BACKGROUND FOR NORMAL BRANCH. WHITE LETTERS ON RED BACKGROUND FOR LIFE SAFETY SYSTEM. BLACK LETTERS ON YELLOW BACKGROUND FOR STANDBY SYSTEM. WHITE LETTERS ON GRAY BACKGROUND FOR UPS SYSTEM CIRCUITS. 4. DISCONNECT LABELING PER NEC 2020110.22. /4' U16 116. GROUND LUG IN PROVIDE POUND DOLT O CONCRETE BASE GROAT POLE BASE HEIGHT PER REGISTERED STRUCTURAL SIDEWALK SURFACE OR ENGINEER FINISHED GRADE 4T FLOORH FLOOR PARKING DECK O 3/4'x6' COPPER GROUND ROD O WITH THERMWELD BARE e6 CU. POLE ANCHOR OR TO NEAREST 1'x36"BOLTS WITH 4-HOOKS.17YP O GROUND IN BUILDING. OF4BOLTS.) O OP b P 30" MINIMUM BELOW GRADE. P O O OP THE CONTACTOR SHALL SUBMIT DESIGN AND CONCRETE MILE BASE TO p O P MEET LOCAL WIND LOADING REQUIREMENTS. DESIGN DONE BY REGISTERED STRUCTURAL AS REQUIRED BY REGISTERED STRUCTURAL ENGINEER. ENGINEER n SITE LIGHTING AND 4TH FLOOR GARAGE DECK POLE DETAIL U NO SCALE SYSTEM KEYNOTES: 1❑ MOLDED CASE SWITCH WITH SHUNT TRIP PROVISION, AMPERE RATING PER DRAWINGS AND SCHEDULES. ❑2 FR: FIRE ALARM VOLTAGE MONITORING RELAY. PROVIDE FORM C RELAY AND INTERFACE TO A FIRE ALARM RELAY TO MONITOR CONTROL VOLTAGE. �3 FA: NORMALLY OPEN 12W RATED FIRE ALARM CONTACTS SUPPLIED BY THE FIRE ALARM CONTRACTOR TO TRIGGER ELEVATOR POWER SHUNT TRIP. ® CR: CONTROL RELAY TO ISOLATE THE FIRE ALARM CONTACTS FROM THE LOAD OF THE SHUNT TRIP. ❑5 ST: SHUNT TRIP COIL TO ACTIVATE SHUNT TRIP MECHANISM ON MOLDED CASE SWITCH. © BL: PROVIDE FORM C MECHANICALLY INTERLOCKED AUXILIARY CONTACTS ON SWITCH FOR OUTPUT TO BATTERY LOWERING PERMISSIVE RELAY. IAS REQUIRED) EFF FIA SYSTEM ❑7 FUSES PER DRAWINGS AND SCHEDULES. n ELEVATOR FIRE SAFETY INTERFACE NO SCALE VD_gl PROVIDE WELD CONNECT #41DAWGTYPE — THWN COPPER WIRE TO EXISTING GROUNDING SYSTEM. n ELECTRICAL & DATA ROOM GROUND BAR U NO SCALE 6" FROM WALL FINISHED FLOOR EIEC & MDF) 1WX3'X1T COPPERGROUND BUS-BAR(SUB-ELEC RM & IDF) WIDTH AS REQUIRE MAIN SWITCHBOARD IIi-�1/4' 21/2' 277/480V 30, 4W, 16004 -131163/16 AVAILIBLY FAULT CURRENT 49,7QA =1/8' EQUIPMENT RATING 50.000A DATE XXCOUXXXX PH A BROWN; PH B - ORANGE; PH C- YELLOW 1/8' NEUTRAL GRAY; GROUND GREEN NOTES: 1. VOLTAGE, AMPACITY, AIC RATING AND PHASE COLORS TO BE REWORDED FOR FIELD CONDITIONS. 2. SEE SPECIFICATIONS FOR MORE NAME PLATE INFORMATION. 3. AMP RATING SHALL INDICATE OVERCURRENT PROTECTION. 4. WHITE LETTER ON BLACK BACKGROUND FOR NORMAL SYSTEM. WHITE LETTERS ON RED BACKGROUND FOR LIFE SAFETY SYSTEM. BLACK LETTERS ON YELLOW BACKGROUND FOR STANDBY SYSTEM. WHITE LETTERS ON GRAY BACKGROUND FOR UPS SYSTEM CIRCUITS. S. NEC 2020 REFERENCES 210.5 IDENTIFICATION OF BRANCH CIRCUITS 408.6 SHORT CIRCUIT RATING. rl MAIN SWITCHBOARD NAMEPLATE DETAIL U NO SCALE NOTES: 1. VOLTAGE, AMPACITY, AIC RATING AND PHASE COLORS TO BE REWORDED FOR FIELD CONDITIONS. 2. SEE SPECIFICATIONS FOR MORE NAME PLATE INFORMATION. 8. AMP RATING SHALL INDICATE OVERCURRENT PROTECTION. 4. WHITE LETTER ON BLACK BACKGROUND FOR NORMAL SYSTEM. WHITE LETTERS ON RED BACKGROUND FOR LIFE SAFETY SYSTEM. BLACK LETTERS ON YELLOW BACKGROUND FOR STANDBY SYSTEM. WHITE LETTERS ON GRAY BACKGROUND FOR UPS SYSTEM CIRCUITS. 5. NEC 2626 REFERENCES 210.5 IDENTIFICATION OF BRANCH CIRCUITS 408.6 SHORT CIRCUIT RATING. PANELBOARD NAMEPLATE DETAIL NO SCALE u4' WIDTH AS REQUIRED 111 �� Arc Flash and Shock Hazard KEPHART Appropriate PPE Required 3 FEET PANEL L1A 3 caVcm2 FLASH HAZARD AT 18INCHES FED FROM MSB PPE LEVEL: [PROTECTIVE EQUIPMENT DESCRIPTION[ r m 120/208V 30, 4W, 225A m 42 INCH LIMREDAPPROACH AVAILABLY FAULT CURRENT 19.222A EQUIPMENT RATING 22,000 DATE XX/XX/XXXX RESTRICTED APPROACH: [PROTECTIVE EQUIPMENT DESCRIPTION[ I INCH PHA - BLACK; PH8-RED; PHC - BLUE Z NEUTRAL WHIM; GROUND GREEN M 5 NOTES: 1. VOLTAGE, AMPACITY, AIC RATING AND PHASE COLORS TO BE REWORDED FOR FIELD CONDITIONS. 2. SEE SPECIFICATIONS FOR MORE NAME PLATE INFORMATION. 8. AMP RATING SHALL INDICATE OVERCURRENT PROTECTION. 4. WHITE LETTER ON BLACK BACKGROUND FOR NORMAL SYSTEM. WHITE LETTERS ON RED BACKGROUND FOR LIFE SAFETY SYSTEM. BLACK LETTERS ON YELLOW BACKGROUND FOR STANDBY SYSTEM. WHITE LETTERS ON GRAY BACKGROUND FOR UPS SYSTEM CIRCUITS. 5. NEC 2626 REFERENCES 210.5 IDENTIFICATION OF BRANCH CIRCUITS 408.6 SHORT CIRCUIT RATING. PANELBOARD NAMEPLATE DETAIL NO SCALE u4' NOTE: SEE SPECIFICATIONS FOR ADDITIONAL NAMEPLATE INFORMATION. n ARC FLASH LABEL U NO SCALE TV SIGNAL CONDUIT. REFER TO TELECOM ANDIORAV 1 TV PLATE DETAIL n N PLATE DETAIL NO SCALE 12OV. AND LOW VOLTAGE CABLE COMPARTMENTS (TYPICAL). AWARNING 111 �� Arc Flash and Shock Hazard KEPHART Appropriate PPE Required 3 FEET FLASH HAZARD BOUNDARY 3 caVcm2 FLASH HAZARD AT 18INCHES 1 PPE LEVEL: [PROTECTIVE EQUIPMENT DESCRIPTION[ 480 VAC SHOCK HAZARD WHEN: COVER IS REMOVED 42 INCH LIMREDAPPROACH 12 INCH RESTRICTED APPROACH: [PROTECTIVE EQUIPMENT DESCRIPTION[ I INCH PROHIBITED APPROACH: [PROTECTIVE EQUIPMENT DESCRIPTION[ NOTE: SEE SPECIFICATIONS FOR ADDITIONAL NAMEPLATE INFORMATION. n ARC FLASH LABEL U NO SCALE TV SIGNAL CONDUIT. REFER TO TELECOM ANDIORAV 1 TV PLATE DETAIL n N PLATE DETAIL NO SCALE 12OV. AND LOW VOLTAGE CABLE COMPARTMENTS (TYPICAL). 111 �� ■ KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGOICLOGGROURCOM Z W M 5 O O Cf)Q �U W Lu �❑ Z IY Q F— H L.L �f �T. ^a WLLJ LL T / /� W W U) N rHr^ vJ O w U 2 LU (D 411- o�pRroou�F�s V��fL056Yy" Fp °6t 422 s } SS%ONALE��'\ 03.25.2021 No. Dale Issue 0&28.20 MRTAL 2 211W1 OANERR CN 9 5 rel IIW DJV DMB 07/25/2019 JobNumlxT kmwny 218094 CP DS ELECTRICAL DETAILS LMM;EO=Om2 L PANEL HP -1 (SECT. 1) Moura ino MMM1atl Fed From Pato IMomu&on SURFACE MSB -B Panel Options VOM: 2081120 Busnatln8: 600 AMP Panel Stows FEED THOU LUGS Plrow 3 Main Breaktr. 00 AMP NEW Wire: 4 ACReting: 22.000 a Nobs Cooke Deacri Loatl Bkr P PM1 PM1 PM1 P BW Loatl Desai on COtle Notes a # I I I Ption I VA I I IAIBICI I I VA I � I I I# 1 3 FCU -1 8330 40 2 • 1 20 500 FIS DAMPERS IST FUR 3 2 _+__+__+_________________+____+___+_+_+_+_+_+___+0000+___________+--+___+_ 9 _ _3 _________________ ___ _I 1 _20 _E.__0 CORRIDO_R_R_E_C_EP_S______ _2 4 -+ -+ -+ -+ -+-}-}-}�}•}1}_- +_ -+-PARE -+ -+ -+6 5 _ 3 F_CW_2_815_0 _W 2 _____________ _ __ }+ -+ 3 + -+ -+ I-}-}•}-}-}2+ 20 + 1M0 +ESP -1 -+ 3 + -+8 9 3 FCU -3 MECH 8&50 W 2 I 3 10 _+__+__+_________________+____+___}_}_}_}_}_}___+____+_________________+__+___+_ 11 _ 3 - _ _I • 2 _40 _6_33_0 F_OU_-A__F_OU_ 1ST FLR CORK _3 __ 12 ( I___________ 13 3 +F_CU_3PA_N_T_RY_________-+_6_49_0 +_40 }2+•}-}-}-} I-+ -+_ + 3 + -+14 15+ -+ 3 + -+ -+ / -}-+-+-+-+2+-20 + -+SPARE -+ + -+16 _ + _ 2990+___}_}_}'}_ _ ---- 17 3 FCU -5 CORE.. 700 W 2 _ _ _ 193+__________+__+___+_}-}- +2+ 20 2000 +EDH-1 FCU_] _________+__ _ _ ( I 4 21 21+ + 3 +FCU-STGMDF + 6330 +-Q +2+-+e+ +_}___+0000++0000----------- 4 +___+� 233-----------1+_+_+_+___+_]9B11E041Wd-f'H +__ ___ 25 3 FCU -7 MASSAGE_+_7300 +-s3+2+ +-1- 3 - -+N 21+--+3+_1-+-+-+-+-+-+-1__________________+328 +--+ 3 +7 ----------------------- YOG4----------+-8330 + 00 +2+ +•+�+3+ 20 + IRI4 +ECUH--VEST---------29 +3+---+0 31+--+3+1-+-+� 0 +____+_332 8+_+_+ 1-+ - _+ 3+ -+34 39 _ 3 EF -B --- RESTROOM 132 20 1 _ -4796- 35+-+3+EF-C PUBLIC RESTROOM -+-Son -+-20}1}-+-}a}3}20+4793+ECOHA ELEVLOBBYISIT FLR+3+---+36 ______________+ 37 2 CORR.&CONV. RECEPS 1000 20 1 I 3 3& __+_________________+_ --- +__}_}--- +---- +----------------- +__+___+_ - _ _2 M_AIL_F_K_G_B_R_EA_K_R_R_R_E_GE_P_B _1_28_0 _2_0 1 _I _3 --- 40 -+ -+ -+ -+ -+ -+-+-+-+•+3} 30 ------ 4]90 ECUH-A BEEN LOBBY BASEMENT 3 + +42 41 A 2 BREAK RM FRIDGE 1000 20 1 43 A 2 BREAK RM AC RECEP WO 20 1 I 3 40 46 A 2 B-----REAK --------- - -- 20 1 I 3 d8 +__+__+_________________+____+___}_}_}_} -}_}___+0000+_________________+__+___+_ 47 2 CREATIVE RM RECEPS 1280 20 1 1 20 _BW LOBBY FIREPLACE 0000_ 2 48 49+-+2 +MGR OFFICE& BREAK R_M REGS+--101+-_20}1}�+-}-}1}-_20+_1280 +SUN ROOM KEEPS -+2+---+30 51+ -+ 2 +WATER HEATER PUMP VALVE + WO + 20 }1 }-+•}-} 1 } 20 + 400 FACE -+ 2 + -+52 +__+_________________+ ---- +--- }_}_+_}_}_}--- +---- +--------------------- +--- +_ 59 6 MDF RECEPS 1000 D 1 • 1 O 1260 CORR&CONVRECEM 2 54 +__+_________________+__+___}___+0______+__+___+_ 55 6 MDF RECEPS_________ Iwo W 1 • 1 20 _190 SUN ROOM AC RECEP ___ 2 55 5]+--+ 6 +MDF RECEPS +-1000 +-A +1+-+�+-+1+-20 + 1WO +SUNROOMUCFRIDGE +-2+-A-+a _+__+__+-----------------+____+---+_+_+-+�+- -- +-1000 +SUN ROOM COFFEE MA_KER+2+-A-+BO SB 6 ----- -- 1000 20 1 +_________________+0000+___+_+_+_+_+____ 61 2 CONF RM RECEP- 540D 1 _______+0000 ___+_+-+-+_ 1+ PO 0000+SPARE ---------------- --- +61 +____________+- fi5 2 WORKARE4 RECEPS 510 D 1 • 1 20 SPARE 66 _+__+__+______+___+_+_+ +0 0+00_+0000+_________________+__+___+_ fi7 2 WOM(ARE4 RECEPS 380 D 1 • 1 20 SPARE 6B ++_+00_+0000+_________________+__+___+- fi_9 SPA_R_E 1 _20 ___ -PARE ____________ _ ]0 • } • 1 } 20 + -+-_PARE+T2 +__ _________________ ]9 _ _6 jr _RE_C_E_P-__________ _1_00_0 _2_0 1 _+ _+ _+ _+ Iwo- _}_}_+_+_+_} _+ _+ _+ ]5 8 MDF RECEPS Iwo 20 1 • 1 20 RECEPTIgJ REGEPBBN 2 ]8 _+__++_}_+_+_}___+0000+_________________+__+___+_ ]l _ _8 MDF RECEP- _100r _20 1 1 _20 6PARE _ 78 �+ -+ 3 +LOBBY E ------R MOTOR- + BW + 20 +1 }•+-+�+1+ Int + - I'vs, -+Bg +SPARE _____________+0000+-D +1+ +�+-+1+-20 +0000+SCARE _____________+__+___+82 83+ + +SPARE + + O +1+ + +�+1+-20 +___ -SPARE __ __________+__+___-- cOde Description Loatl VA Dem Loatl Summary 1 Lighting 1300 125% Per Phase 2 Res; up to 10.000 10000 100% PM1A 41427 VA Rec over 10.000 6720 50% PhB 32249 VA 3 Mohr 75742 100% PhC 37597 VA Largest&bWr 8150 125% 4 Header 2WO 100% Connected 1IM12 VA 5 KIIce n 100% Case Demand 157355 VA 6 Either IWO 100% 7 Sub Panel 100% Case Demand 437.29 Amps NOTES: A PROVIDE GFCI BREAKER IF RECEPTACLE IS NOT ACCESSIBLE C D PANEL HP -1 (SECT. 2) Mounting Method Fed Fmm Panel 1ptarmation SURFACE HP -1 (SECT 1) Panel Options VON: 2081120 Bus Rating: 00 AMP Panel Straus Phase: 3 Main Breaker: MLO NEW Win: d AIC Rating: 22, 000 CM Nobs Cooke Description Load star P PM1 Ph M P BW Load Description Cooke Notaa CM # VA I IAIBICI I I VA I I# 55 _ _2 DINING _R_E_CE_P_S________ _9_3_0 _2_0 1 1 _2_0 _1_000 BAR_ UC_ F_RID_G_E_2 _A_ B_B _+ _+ _+ _+ _+ _+-1+-+-+_+-+--- +-+ } __+ _+ 87 _A _2 L_OU_N_G_E &_B_4_R _RE_C_E_PG_00 _2_0 • 1 _20 _100 BARUCOISHWASHER2 _A kk -+ -+ -+-+-+-+•+1 }_2_0 +_1_0_1 +BAR _U_G_ICE _MAKER ------- -+_2 +_A_-+9_0 89 _ _2 W_G_MEN_BRE_6_T_RO_O_M_H_E_4T_E_R _9_00_ _2_0 1 91 2 MEN'S STROORESTROOM ECEINS ER 900 21 1 • 1 20 ]0 BAR KEGERATOR 2 A 92 93 A 2 RESTROOM RECEF6 ___ 360 NI 1 • 1 20 ]0 BAR KEGERAT_O_R_______ 2 A B1 95+--+ 2 +CORRIDOR& MAS_SA_G_E-+-1080 +-20 +1+-+-+-+1+-2A +-540-+MR RECEPS +-2 +-A-+p# 87+--+ 2 CORRIDOR 0000___-+-1080 +-20+ +1+-m- 540 MR WATER C_O_O_LE_R2+-A-+BB 8#+--+ 2 +FITNESSRECEP -+-1080 +-z0+1+-+e+-+1+-20 +-_1080 FITNESS + -2 +---+180 __+----------------- +0000+___+_+_+_+�+1+ 20 + 1WO +FITNESSRECEP ________+ 2 +___+102 101 2 FITNESS RECEP 1000 D 1 iW+--+ 2 +FITNESSRECEP--------+-1 - + - +- --+-+1 +_20 +_720 +YOGA RECEPS---------+2+ --- IN __+_JECEP------+-----__+_+_+-+-+1+ 20 +_180 +EXTERIORLTG -- 1 + B +109 105 2 FITNESSRECEP 1000 D 1 0000+___+_+_+-+�+- - + 720 +LOBBY RECEPS________________--2 +___+108 107 2 FITNESSRECEP 0000___ 510 D 11 20 109+--+ 2 +EXTERIORGRILL +----+-_20 +- -+-+-+1+-_20 +-IIBU-+SITE LIGHTING +-1 +-_B-+110 111_2_+G_A_RA_G_E_R_E_CE_P_S_- _ +-_5_1_0_ --- +1+ +�+-+1 +_2_0 +_8_0_0 +E_M_E_RIO_R_LT_G_- _-+-_1 +_B_ +112 __ _ ________________ ___ __ _ 1 _2_0 _9_0_ CORRIDOR _i __ 114 115 _ _2 E_XF_E_RIO_R_FIR_E_P_IT______ _0__0 _2_1 1 • 1 _2_0 _1_02_0 C_O_RR_ID_O_R_L_T_G_E_M______ _1 _C_ 118 + -+ -+ -+ -+ -+ -+a+-+-+ -+ -+ -+ -+ -+ 117 2 --------- _ 510 21 1 1 20 1-- A---- COR_RI_DOR-- 1 B MS 119++ 2 +GUNRWMWIREMGLO 0000+-5gg +-20 +1-+_+-+1+-_20+-_990-+AMENITYLTG ---------1----+++In 15 3 TRASH COMPACTOR______+ 3501 + 21 +3 •+ +_+1+ 20 + 1020 AMENITY LTG 0000__+ I+ +122 _+ +__+ +--- +___+_ }_+ +_}___+0000+__ ----- __ +__+___+_ to 3 - / 1 20 800 AMENITY LTG EM 1 C 126 __+_________________+0000+___+0 0}-+0+0}___+0Irma AM _______________ 125 3 / 1 20 800 AMENITY LTG 1 129 _+_________________+0000+___+_ _}_+= _ _ _ _ __________ 127 2 SPINBIKE 100 ZO 1 _ 129 2 SPINBIKE 1000 D 1 2 40 4800 FCU -12 STUDIO 3 130 +__+_________________+0000+___+I -+-++-+---+-___+__________________+--+___+_ 131 _ _2 S_ PI_N_BI_K_E___________ _1_00_0 _2_0 1 _I ___ _______________ 133 2 SPIN BIKE 1000 D 1 2 2/ 2000 EDH-2 (FCU--- 4 139 __+_________________+0000+___+1 1+ +_+___+0000+0000__ +_ 135 2 SPINBIKE 100 D 1 I 6 139 +__+ - ___________+0000+__ +_ -+_+- - - - - - -- - - -- - - - - 131 139+SPARE------------------- 4 p_+� +_+�+_+__1_ ----- __________________+__+___+1411 +1 ------------------------ -+ + 21 +1 -}•+-+2} 20 + -+SPARE -+ + -+142 +__+SPARE 0000 ________+___ +_p }1_}_+_}_}_1_+____+_________________+__+___+iu Cooke Description Lad VA Dem Land Summery 1 LUMin9 8360 125% Per Phase 2 Rec up Is IDIOM 1000 10% PM1A 15987 VA RecoverlOOW 17580 0% PhB 16627 VA 1 Motor 4700 10% PhC 14827 VA Largest Motor 4800 125% 4 Header 200 10% Commu etl 47410 VA 5 Wiclan 100% Code Demand 41940 VA 6 Other 111% 7 Sub Panel 100% Code Demand 118.55 "a NOTES: A PROVIDE GFCI BREAKER IF RECEPTACLE IS NOT ACCESSIBLE B CIRCUIT CONTROLLED VIA TIME CLOCK C PROVIDED MINUTE, pull (SINGLE CIRCUIT) INVERTER FOR THIS LIGHTING CIRCUIT. LOCATE IN ELECTRICAL ROOM PANEL IS IN. PROVIDE UL924. D F -Q PANEL HP -2A Mounting Method Fetl From Panel IMo rnation SURFACE MSB A COPPER ALUMINUM Panel Options VON: 2MI20 Bus RNI 4WAMP Panel Slaws FEED THOU LUGS Phau: 3 Main Breaker: 40DAMP NEW Wire: 4 AIC Rating: 22.000 GAY )Notes Cooke Oescriplbn LBkr P PF 1 IAIBICI PM1 PM1 P Bkr Loatl Deuriptlon Cooke Note• CM 1 1 # VA VA N 1 3 EF-B2ND FUR ---- - 132 20 1 • 1 20 500 F5 DAMPERS LEVEL 3 2 _ _ +____________+___+_+_+a+-+- + ---+_+________________ __+_2_+---+_ _+__1_04_0 3 _ 3 ESP-2_t_S_T_FL_R_E_LEV_A_TO_R_P_I- CORRID_----------- OR KCEPS ME __ 4 _- 2 1 _- _1_6-- 5+ -+ 3 +_ -+ -+ / +-+-+-+•+2}_40 +_8_33_0 +F_CU_-_A(_F_CU_)_2_ND_ RR_C_O_RR_._-+ 3 +__-+6 7 2 CORRIDOR RECEPS 1ST FLR 1080 20 1 _ 9 2 CIXJV RECEPS 1ST FLR 1 2 F_CWA 2ND RR CORK. 3 10 _ ----- _]2D _20 _4D _8_33_1 _F_CU_ 11 2 +GIXJV RECEPS IGT FLR 1000 +_20 +1+-+-+•+-} I-+ -+ + 3-+---+12 ___+ 13 3+E_GU_H_A_2_N_D_F_LR_E_N_T_RY____-+_4_79_3 +_20 +3+•+-+-+2}_40 +_8_33_0 +F_CU_-A_(_F_CU_)2ND PER CORR._-+ 3 +__-+14 15+ -+ 3 + -+ -+ /-+-+-+-+-+-} 1-+ -+ -+ 3 + -+18 17+--+3+-----------------+----+-1-+-+-+-+-+1+-20 +_1000 +CORRIDORRECEPS 2NDFLR_-+ 2 +---+Is 1g+ + 3 +EF-DISTFLRTRASH -+ 156 +-20 +1++-+�+2+-40 + 6330 +FCU-A(FCU)ISTFLRCORR. + 3 +---+20 21+--+ 3 +FIS DAMPERS LEVEL i-----+-500 + 20 +1+-+-+-+-+-1-+----+-----------------+3+--- ----- +____+___+_+_+_+�+_+___+-6330-00+----------------- +__+___+_ 23 2 SHUTOFF VALVE POWER 300 20 1 2 40 FCU-A(FCU) I ST FLR CORR. 3 L �+_+-+_+___+____+0000___ - 0000_+__+___+_ 0 3 ECUHA IST FIR ENTRY 470 20 3 1 3 26 _ 27 3+_____+0000+-I + + +�+-+2+ 40 + 6330 +FCU -A----- ------ +328 29+--+3+_________________+___-+-11 +33# +_________________+____+____+____+_________________+--+---+- 31 3 E_CU_H_A_ IST 3 • 3 E_UH_A_ 1 S_T_F_LR_GARAGE 3 32 _ _FLR _STAIR _3 _4_7W_ _20 _20 _5_OO_0 33+ -+ 3 +_ 1-+-+-+ +-+-+ 1-+ -+_ -+ 3 + all. 95+ -+ 3 + -+ -+ I -+-+-+-+•+-} 1-+ -+ -+ 3 + -+98 __+_________________+____+-i0-+_+_+_+_+_}___+0000+_________________+__ 37 3 EUHA ISTFLR FIRFiWATER 5000 3 • 2 2D 2291 EUH-B 1ST RR GARAGE 3 38 393+_________________+____+_1_}_}_}}-}-+_1_+____+_________________+3+___+� + -+ -+ /-+-+-+-+-+1 }_2_0 +_4_0_0-+ELE_V_#2_SHAFT L_T_G_&_RECEPS +_2 d_2 41+ -+ 3-------------------------- _ 43 3 EUHAIGTFLRMEGH 5000 20 3 2 20 SPARE 44 453+_______+____+_1_}_1_+____+______________+__+___+49 Q+ +3+_________________+____+-I +-+-+-+ +1+ 20 +_0_0_0 +ELEV02CABLIGHTDISC. _ + 1 +--- +- _+ _+ _+ _+ _+ _+_}_+_+�+_} _+ _+ _+ 4B 3 ECUHA IST PER STORAGE 47W 20 3 • 1 20 SPARE W -------------+__+___+52 51+--+3+-----------------+---- -1-+_+_+_+_+1+-20 52 53 53+--+3-1-+_+_+'+-+1+ -------- +-PARE 56 ------------------ __+ +---- +___+_+_+_++_+___+ ---- +-------------- +__+--- +_ 55 2 IN RECEPTACLES 2ND PER 360 20 1 • 1 20 SPARE 56 57 2 OF RECEPTACLES 2ND FLR 20 1 1 20 SPARE 58 no 69 2 FLR 380 20 18+1+-20 +____+ SPARE __## _+__+__+_________________+____+___+_+_+_+_+_+___+0000+_________________+__+___+_ 61 STAIROF LIGHTING low- 1 1 S_PA_R_E_____________ 6_2 S_TA_IR_bLIG_H_TI_NG____ _ _i _10_00_ _2_0 _2_0 ___ _ __ + -+ -+ -+ -+ -+-+-+•+-+-+ -+ -+ -+ -+ -+ 8] 1 STAIR #5 LIGHTING 800 20 1 1 20 SPARE % +__________+__+___+_}_}_}_}_}___+0000+_________________+__+___+_ 65 1 STAIR #2 LIGHTING 1000 20 1 • 1 20 SPARE 68 +__+_________________+____+___+_}_}_+_}_}___+ 8] 1 GORRIWRLTG2NO PILL 1031 20 1 • 2 20 GPARE 68 _______________+____+___+_+_+_+_+_}___+0000+_________________+__+___+_ 89 NE 1 O_O_RR_I_DO_R_L_T_G_E_M_2N_O_F_L_R_ _2_2_5 _2_0 _-- _+ _+ _+ _+ 0+0+0+0}_}_} _+ _+ _ _I ___------------------ ________________ _A -I- 71 1 GORRIWRLTG 1ST FLR 1031 20 1 2 20 GPARE Tl --- -----------------+--+---+26 'O+ A + 1 +CORRIDOR LTG EM IST FLR -+-225 + 20 +1+w+-+-+-+-1-+----TT is - ]5+__+__+SPARE __0000__+__+ -z0+1+ -+-+-+2+-2U +____+SPARE _____________+__+___-- T/+ + +SPARE + + 20 +1+_}_}-}_+_1_+0000+_________________+__+___+n 30SPARE ------- +0000+-20 +1+.+_+�+2+ 20 +0000+SPARE-------------+--+---+BO a,-- +--+SPARE _____________+____+ PO +1+-+ +_+_+__1_+____+_______________+--+___+M ------- ------+--+---+84 88+__+--+SPPRE-------------+0000+-� +1+ + +�+1+ 2U +0000+SPARE Cooke Description Load VA Dem Loatl Bullmary 1 L1911tlnB 5912 125% Pet Pbaee 2 Rec up to 10.000 6940 100% PDA 29676 VA RecoeetigOW 50% PhB 29317 VA 3 Motor 70428 100% PhC 30618 VA Largest MMd 63W 125% 4 Heater 100% Connected 89810 VA 5 Kitchen 100% Cooke Demand 123019 VA 6 Other 100% 7 Sub Panel 100% Cooke Demand 341.87 Amps NOTES: A PROVIDE O MINUTE, 600 WATT (SINGLE CIRCUIT) INVERTER FOR THIS LIGHTING CIRCUIT. LOCATE IN ELECTRICAL ROOM PANEL IS IN. PROVIDE U024 1 C D PANEL HP -2113 Mounting MCMgtl Fed From Panel IMgrmation SURFACE MSBB Panel Option Von: 208/120 Bus Rating: 400 AMP Panel Status FEED THRU LUGS Phase: 3 Main Breaker: 400 AMP NEW Wire: 4 AIC Rating: 22,000 CM Nobs Cooks Daoriplion Lead BW P PM1 Ph Ph P Bkr Loatl Description Cooke Nota CM # 1 1 1 VA I I IAII BICI I VA I 1# 1 _ _3 E_CU_H_A_ L_O_B_BY_2_N_D_F_LR____ _4_70_ _2_0 3 1 _2_D _00 F_5_D_AM_P_E_R_S_LE_V_EL 2_____ _3 __ 2_ 1 _ 3 _______________ ___ _I 1 _20 _00 ITRWMRECEPS -------- 000__ 2 __ 4 5+ -+3+_ -+ -+ /-+-+-}-}•+1+_2_0+_W__0-+IT_R_W__M_R_E_GE_P_S_______-+_2 +__-+8_ T 1 GARAGELIGHTING - 1300No 20 1 1 20 1440 CORRIDOR 2 $- 9 2 IT ROOM RECEPS ago _20 1 • 1 _20 _14 O GORAGE R CEPS 2 10 2 +T ROOM RECEPS --+-900 + 20 +1+ + + +1+ - +_590 +GARAGE RECEPS -- + 2 +---+1-- 11 13+- + 2 +T ROOM RECEPS -+-600 + 20 +1+�+-+�+2+ 40 + 6330 +FCUAgFCU)2NDFLR -----+ 3 +---+14 15+- + 2 +T ROOM RECEPS 600 + 20 +1+_}�1316 17+--+-1 +ELEV#1 CAN LTGDISC------ +-900-+-2A +1+-+-+.+2+-40 + 6330 +FCU-A(FCU)2NDFLR + 3 + +18 19+__+ 1 + CORRIDOR LTG ________+_936_+ 20+1+-+-+-+-+-1-+----+_________________+3+___+20 21+ X+ 1 +CORRIDOR LTG EM 0000__+__226_+-20 +1+_+�+-+2+ 20 ------PARE- +S 22 23+__+ 2 +CORRIDORANDBOHRECEPS + no + 20 +1_1_+__--+_________________+--+---+26 SPARE 25+--+--+SPARE-------------+____+-20 +1+�+-+_+2+ 20 +0000+SPARE-------------+--+---+26 ?7 _____________+____+ P0 +1+-+-+-+-+-1_+____+_________________+--+---+28 2_0 }1+-}-}•+2+_2_D +___-+-+_-+-+9_0 _________ ___ _2_0 1 • / ___ ________________ _ __ 9_2 _+ _+ _}_+_}_+_+_+ _+ _+ _+ _+ _+ 9] _ _ S_PA_R_E_____________ ___ _2_0 1 2 _2_0 ___ S_PA_R_E_____________ _ __ _+ _+ _+ _+ _+ _}_+_}�}_}_+ _+ _+ _+ _+ _+ 3]+ -+ -+-PARE -+ -+ 20-+1+•}-+•+1+ 20-+ -+-PARE -+ -+ -+36 39 iL+__+__+SPARE _____________+____+_20 SPARE 11+__+__ ISPARE _____________+0000+_20 {1+_}-}"I I Iva +0000+SPARE _____________+__+___+%c Cw1e Description Loatl VA Dem Loatl Su mtahry 1 Lighting 3140 125% Per Plane16 9 g 3 Res, war IDIOM ION 8940 100% EPDAND 18352 VA Recover 10,000 50% PhB 12377 VA 3 Motor ROD 1 100% PDC 11972 VA Largles &est Mo330 1 4 Heater 100%00% Commustral 40702 VA 5 Kitchen 100% Cdb Demand 43004 VA 100% 7 SubP Sub Panel 10052 100% Codes Demand 119.70 Amps NOTES: A PROVIDE O MINUTE, BW WATT (SINGLE CIRCUIT) INVERTER FOR THIS LIGHTING CIRCUIT. LOCATE IN ELECTRICAL ROOM PANEL 18 IN. PROVIDE UL924. 8 C D FEEDER SCHEDULE 111 �� ■ COPPER ALUMINUM community • planning • architecture COPPER ALUMINUM OCPD TAG SETS FEEDER[3WI FEEDER[3WI TAG SETS FEEDER [411/1 FEEDER[4WI 20 20436 1 (3#12,#126)3/4"C 20AI 1 (4#12,#126)3/4"C 30 30436 1 (3#10,#106)3/4"C M 30446 1 (4#10,#106)3/4"C 40 4OA3G 1 (3#8,#106)3/4"C - U 40446 1 (4#8,#10G)1"C - 50 504343 1 I3#6,#10611"C - r 504443 1 (4#6, #30611"C - w W ^Q LL T LU A�/■ �/// W SOA4GX 14#6 #843 4"C 1 1 1-1 / U) 60 60A3G 1 (304,#8G)1 w U -1/4"C - 6044E 1 (4#4, #8G) 1-1/4"C - 70 70436 1 (314,#8G)1 -1/4"C 70AI 1 (4#4,#86)1-1/4"C 80 80436 1 (3#3,#8G)1 -1/4"C Vt. "OSS +tlFO 80446 1 (4#3,#86)1-1/4"C 42d• 1 90 90436 1 (302,#8G)1 -1/4"C - 90A4G 1 (4#2, #SG) 1-1/2"C - 100 100436 1 (3111,#8G)1 -1/2"C (3#1/0,#66)1-1/2"C 100A4G 1 (4#1,#8G)TIC (4#1/0, #6G) TIC 100 5 I0OA4GX 1 (4#1,#5G)TIC (4#1/0,#4G)2"C 125 125A3G 1 (3#1/0, #6G) 1-1/2"C (3#3/0,#4612"C DMB 125AI 1 (4#1/0,#6612"C aaaaaa 218094 (4#3/0,#4612"C 150 I50A3G 1 (311 li 1-1/2"C (3#3/0, #443) 2"C 150AI 1 (411 #6G) 2"C (411 #4612"C 175 175436 1 (3#2/0,#66)2"C (3#4/0,#4G)2"C 175A4G 1 (4#2/0,#66)2"C (4#4/0,#4G)2"C 200 200A3G 1 (3#3/0,#66)2"C (3#250, #6G) 2-1/2"C 200A4G 1 (4#3/0,#6G) 2-1/2"C Idling, #6G) 2-1/2"C 225 225A3G 1 (3114/0, li 2-1/2"C 3#300 li 2-1/2"C 225AI 1 (4114/0, #443 2-1/2"C 4#300 li 2-1/2"C 250 250A3G 1 (3#250,#46)2-1/2"C (3#350, #4G) 2-1/2"C 250446 1 (4#250,#4G)TIC (4#350,#46)3"C 250A46X 1 (4#250,#2G13"C 14#350,#2GI 3"C 300 300436 1 (3#350, #4G) TIC (3#500, #4G) TIC 300AI 1 (4#350, IMIG)TIC (4#500, #4G) TIC 350 6 1 13#500, #3GI3"C (3#]00,#3613-1/2"C 350446 1 (4#500,#3GI3-1/2"C (4#]00,#3613-1/2"C 400 6 2 (3#3/0,#3GI 2"C (3#250,#2G12 -1/2"C 2 (4#3/0,#3GI 2-1/2"C (4#250,#3G12 -1/2"C 400 2 (411 #1/OG) 2-1/2"C (4#250, #I/OG) 2-1/2"C 450 36 2 3114 0 #243 2-1 2"C 3#300 #243 2-1 2"C 500 36 2 (3#250,#2G)2 -1/2"C (3#350,#2G)2 -1/2"C 2 (4#250,#2G)TIC (4#350,#2G)3"C j4A4 2 4#250 #1 OG 3"C ( 4#350 #1 OG 3"C 1600 36 2 3#350 #143 3"C 3#500 #143 3"C 2 4#350 #143 3"C 4#500 #143 3"C 700 36 2 (3#500,#1/06)3"C (3#700,#1/06)3-1/2"C 2 (4#500,#1/06)3-1/2"C (4#700,#1/06)3-1/2"C 750 3G 2 3#500 #1 OG 3"C 3#700 #1 OG 3-1 2"C 2 4#500 #1 OG 3-1 2"C 4#700 #1 OG 3-1 2"C 800 36 1250DA3G 3 30300 #1 OG 3"C 1 / 1 1 3#400 #1 OG / 1 3"C 3 1 4#300 #1 OG 3"C / 1 1 41 #1 OG / 1 3"C 3 4#300 #2 OG 3"C 1 / 1 4#400 #2 OG 3"C 1 / 1 1000 36 3 3#400 #2 OG 3"C 3#600 #2 OG 3"C 1000446 3 4#400 111 3-1/2"C 4#600 #2 OG 3-1/2"C 1000A4G% 3 (4#400,#3/OG)3-1/2"C (4#600, #3/OG) 3-1/2"C 1200 3G 4 (3#350, #3/OG) TIC (3#500,#3/OG)TIC 1200AI 4 (4#350,11113"C (4#500,#3/OG)TIC 1600 36 5 (3#400,#4/0613"C (3#600, #4/0G) 3-1/2"C 1600446 5 (4#400,#4/043)3-1/2"C (4#600, #4/0G) 3-1/2"C 2000 3G 6 30400 #2506 3"C 3#600 02506 3-1/2"C 2000A4G 6 4#400 02506 3-1/2"C 4#600 02506 3-1/2"C 2500 3G 7 (3#500,#350G)... (3#700,#3506)3-1/2"C 2500AI 7 (4#500,#3506)3-1/2"C (4#700,#3506)3-1/2"C 3000 36 8 (3#500,#4006)... (3#700,#4006)3-1/2"C 3000446 8 (4#500,#4006)3-1/2"C (4#700, #400G) 4"C 4000 4000A3G 11 (30500, #500G) 4"C (30700, #500G) 4"C 4000A4G 11 (4#500,05006)4"C (40700, #500G) 4"C 1. ALL CON DU ERDRS ARE THEN/ TH WN WIRE WITH 60 DEG TERMINATIONS UP TO #1 AWG AND 75 DEG FOR LARGER SIZES. PANELHP3A Mourning Method Fed From Panel lMermaBan SURFACE HP2A Panel Options VON: 208110 Bus Rating: 400AMP Panel SIMus Phaa•: 3 Min Breaker: 400 AMP NEN Wire: 4 AIC Rating: 22,000 CM Nobs Cooke Description Load Blur P PM1 Ph Ph P BW Load Desmiption Cooke Notes CM # 1 II BICI VA I I # 1 _ _3 E_F-_B______________ _1_3_2 _2_0 1 1 _2_0 _W__U FIG _DAMPERS _LEVEL 3____ _3 __ 2_ _+ _+ _+_}-+_}_+_+ _+ _+ _+ _+ _+ • 1 _20 _1200 CORRIDOR RECEPS _2 __ 4 5+ + +B_PA_- ------------------+ A +1+-+-+•+2+_4_o +_8_33_0 +F_GU_A_(F_GU_)_3_RD_ F_L_R_G_O_RR -+ 3 + -+6 _+ _+ _+ _+ _+ _}_}_}_}_+_+ _+ _+ _+------+ 7 3 EGUHA 4790 20 3• I 3 8 9 3 - I 2 40 8330 FGUA(FCU) 3RD FLR CORE. 3 10 +_________________+____+___}_}_}=}_}_}_1_+000- -----------------+3i8 13+ + +SPARE -- + + O +3+�+-+�+2+ 40 + 6330 +FCUA(FCU)3RDFLRCORR. -+ 3 +---+14 15+__+ ----------------- +---- +_1-}-}-}-}_+-}-1_+0000+_________ -------- +-3 16 17+__+__+_________________+____+-1-+-+-+�+-+1+-20 + 1000 +CORRIDOR RECEPS + 2 +___+19 4--- 19 SPARE ------------- ____+---- +_O +1++_+�+1+ 20 +0000+SPARE 20 21+--+ 2 4FTOOOMRECEPS-------+-800-+20 +1+_+0+_+2+_20+0000+SPARE-------------+--+---+22 E.3+ -+ 2 +ITROOMRECEPS 0000___+ 800 + 20 +1+- ---- +-+-1_+__--+_________________+--+---+24 _+_ 2 _ +_________________+0000+___+_+�+_+_+2+-20 +____+ SPARE _____________+--+---+Zfi 25 IT ROOM RECEPS 400 20 1 _+__+__+__1__________________+__+___+28 27 _ _t C_ O_RR_ID_O_R_L_T_G________ _1_03_1 _2_1 1 ___ ____________ _ __ -+ -+ -+ -+ -+ -+-+-+-+•+2+_2_U +-+S_PA_R_E -+ -+ -+3_0 C_O_RR_ID_O_R_L_T_G_E_M_2_2_5 _2_0 1 _ -+-+•+-+-+-+ -+ -+_ 31 _ _ S_PA_R_E_____________ ___ _2_0 1 1 _I ___ ________________ _ __ 9_2 + -+ -+ -+ -+ -+-+-+a+-+-+ -+ -+ -+ -+ -+ 33 SPARE ____________ ___ _20 1 1 _2U ___ SPARE --------------------- ___________ _ __ % -+GPARE _____________+___-+_211 +1+-+-+-+1+_20 +___-+3PARE -+ -+ -+3B 37+ -+-+GPARE -+ -+ 211 +1+•+-+�+1+_20 + -+3PARE -+ -+ -+38 +__+__+SPARE _____________+____+-O +1+ + + +1+ 20 +0000+SPARE _____________+__+___+49 41+ + SPARE + + O +1+-+ •+�+1+ 20 + -+SPARE + + +42 code DescriptionLgetl VA Don Loatl Summa ry 1 L Min 1258 125% Per Phase 4 9 2 111uplo10,00 0W0 iW% PDA 9359 VA Recover 10,00 O% PDB 10958 VA 3 Mohr 13082 100% PhC 10032 VA Carnett lrbbr 8330 4 Heats IN% 100% Connected 30348 VA 5 Kitchen 10% Code Demand 32245 VA 8 Other 7 Sub Panel IN% iW% GMe Demand 89.81 Amps NOTES: A PROVIDE O MINUTE, BW WATT(SINGLE CIRCUIT) INVERTER FOR THIS LIGHTING CIRCUIT. LOCATE IN ELECTRICAL ROOM PANEL 18 IN. PROVIDE UL924 B C D 111 �� ■ KEPHART community • planning • architecture 2555VINJJUTSTREET DENVER, COLORADO 80205 wmr.Fepl.n.mm � �KLOK GROUP BOX 914 . 80402 GOLDPhone: 7,CA99-241 Phone: 720399-2470 KGDKLOKGROUP.COM U) FEMMZ W co M 5 C) C) O 1N, U 8� cf) OL LU V LUU9.5/L Z LL F- r LI- Q w W ^Q LL T LU A�/■ �/// W - I N U) O w U 2 W M� 411- V Naafi Vt. "OSS +tlFO 42d• 1 YQ I Nf SS%ONAIE�V 03.25.2021 No. Date Issue 0&28.20ININICIMITTAL 2 01.1 1 CWNE1iR CN 9 5 roles iNd DJV Designer DMB aaaaaa 07/25/2019 JobNewdor aaaaaa 218094 CP rmwny D8 aaaaaaa AL SCHEDULES -0.3 PANEL HP -3B Mounting Method Fed From Panel Information SURFACE HP -213 Panel Drilling Volt: 2MI20 Bus Rating: 400 PMP Panel Stabs Phase: 3 Main Sneaker: 400AMP NEW Wire: 4 AS Rating: 22,000 GM NOM Gods Desch Ion Loatl BW P PM1 PM1 PM1 P Bkr LVA Description ds IN 0 p Ptbn Co I I I I I I I I I I I I I I I Y VA A B C VA k 1 3 ECUH-A 4790 20 9 • t 20 500 1 F/SDAMPERS LEVELS 3 2- 3 _ 3 _________________ ___ _I 1 _20 _&10 RROD-RECEPS ______ 2 __ 4 5+ -+ 3 +_ -+ -+ /-+-+-+-+•+2+ 20 + &10-+R ROOM RECEPS_ _-+ 2 + -+9 -i---+--+-----------------+----+---+-+�+-+-+-+-I-+-_1----------- NV RE_OE_P_S__-+3+-_-_-+9 7 2 IT ROOM RECEPS Wp 20 1 9+ -+ 3 TROOMREGEP6 -------- - +1+-+-+-+-+-_2p +_1440 +CORRIDOR RECEPS______-+ 2 +-+10 2 IT ROOM RECEPS -+ &Ip -+_20 +1+-+-+-+1+_20 +_540-+GARAG_E RECEPS -+ 2 + -+12 13+- + 2 IT ROOM RECEPS --+-800 + 20 +1+ +-+•+2+ 40 + 6330 +FCU -(FCU) -- + 3 +---+16 15+__+_1 +GARAGE GARAGE -LIGHTING +---}T}_}.}-}_+ --- +____+_________________+3{ --- +16 _+__+__+________+__{_+-+2+ 40 + 6330 +FCU -(FCU) ------------------3 +___+16 17 1 CORRIDOR LTG 835 20 1 10+-+ 1 +CORRIDOR LTG EM 226_+ 2A +1+�+}-_+____+_________________+3 21+__+ 2 +CORRIDOR&BOHRECEPS ]2U + 20 +1}_}�}-+2}-2U PA +----+SRE _----------- _++_--+22 23+--+SPARE-------------+----+-2A+1+-+-+.+_}__+____+_________________+__+___+24 25+__+__+SPARE-------------+----+-20 +1+�+-+_+2+ p0 +____+SPARE _____________+__+___+26 SPARE-------------+----+-20+i+-+;+-+-+-7-+----+----------------- 29SPARE-------------+----+-20 +1+ -+-+*+2+-20 -------- SPARE -------------+--+---+39 31 SPARE 20 1 / 32 93 SPARE --2 0 1 2 21 SPARE 14 E 20 +T} -}_}_}-}_--}____+_________________+__+___}M 37_ -+SPARE _+-+_20 +1+•+-+-+1+_20 +-+6PARE -+_-+__-+18 39+ ---SPARE -+ -+ 20 +1+-+ +-+1+ 20 + -+SPARE -+ -+ -+40 At+__+__+SPARE _____________+____+_20 +T}_+_+_+1+_20 }____}SPARE _____________+__+___- Lods Deccrlptlon Lead VA Dam Loatl Summery 1 Lighting 2360 125% Per Phase 2 Per; up to 10,000 8940 100% PM1A 10052 VA Rec over 10,000 50% PhB M22 VA 3 Motor 11620 100% PhC 7337 VA Largest Motor 8330 125% 4 Heater 100% Connected 29250 VA 5 Kitchen 100% Cab Demand 31423 VA 6 Otlwr 100% T Sub Panel 100% Cab Demand 87.32 Amps NOTES: A PROVIDE 50 MINUTE, ECO WATT (SINGLE CIRCUIT) INVERTER FOR THIS UGHTING CIRCUIT LOCATE IN ELECTRICAL ROOM PANEL IS IN. PROVIDE UL924 B D PANEL HP -4A (SECT 1) Mounting Method FM From PjDP)Jpform05gp SURFACE MSB A Pail Onions Vok: 2MI20 Bus Rating: 400 MR Panel Status FEED THRU LUGS Phew: 3 Mein Broker. 400AMP NEW Win: 4 All Ming: 22,000 CM (NOM Cade Dxcripllon Lwtl BW P PM1 PM1 PM1 P BW Lwtl Dwariptlnn COds Nobe CM I I I Y _ 00 A B C VA Y 1 _ _3 G_U-_g_F_C_U_b_B_A_S_EM_E_N_T___ _2_OD_3 _2_0 2 • 1 _2_p _5_0_0 F_5_O_AM_P_E_R_6_LE_V_S-O_____ _3 __ 2- 3 3- I 1 20 1200 CORRIDOR RECEPS 2 4 5 3 REF-BOOF 132 20 1 • 2 41 &330 FCU -A FGU 4TH FLR GORR 3 6- 7 T_2 +ROOF RECEPTACLES 1200 +_20 {T+-}-}-}_+___+____+_________________+ 3 +___+8 9+--+-2 +ROOF RECEPTACLES +-1300 +-2A +1+-+�+-+2+-40+-6330 -w 3- FLR CORR + 3 + +10 +___+_}_+___+____+_________________+__+___+_ 11 SPARE 20 1 I 3 12 -_- CONF RM RECEPS }-}__-+---_+-_AAAA-----------+_-+_--+_ 13 2 CONF RM RECEPS 360 20 1 • 2 4I 6330 FCU-A(FCU)4TH FLR CORR 3 16 15+ 2 +CONE RM FLOOR BOXES 360 20 2A +1}_}-}_}_}__�_+_____ 3 16 17 +- 2 SPARE -------------+----+-20 +1+ + +�+1+ 20 + 1080 +CORRIDOR RECEPS -AAAA-+ 2 +---+18 _+_ S_+_ T UC OVE-------- +_ _+_ } _ } 0+-+-+3+ 20 + 4390 +EORFUDO H FLR CO - ----+2 - --------- 1-- 20 1 21 A2 S_UN_S_E_T_U_C IC_E_M_AK_E_R_1_00_0 20 1 • I ___ ________________ 3 22 21 _A _2 SUNSET__U_C _FR_IU_G_E______ _1003 _20 1 _ _ _ _ 24. __ 25+_-+_3 +E_F-_B_______________+_1_3_2-+_2_0 +1+•+-+-+2+_2_0 +_2_00_3 +F_CU_-_A(C_U)4_T_H _FL_R_C_O_R_R.__-+_3 +__-+2_8 2] _ _2 S_UN_S_ETG_EN_E_R_AL_R_E_C_EP_S_1_000_ _2_0 1 _I ___ —47 ________________ _3 __ 2_8 22 _A_ _2 SVNSETVCDISPOS4L_____ _low _20 1 • 2 _20 _2_OD_o F_GU_-_A_G_U_4_T_H _FL_R_C_O_R_R__ 3 ___ So 31++ 2 +SVNSETAGRECEPS + Slip-+ 20 +1+-+-+_+-+ I-+ -+ -+3+ +32 33+_ +-_2 SUNSET RECEPS +-_T_2_U-+-_2_E +1+•+�+ +2+-_2_0 +_2_000_ +F_GU_-_A(G_UI B_A_SE_M_E_N_T_C_OR_R.-+_3 +__ +1_6 35 2 SUNSET PATIO RECESS 360 20 1/ _ _ _ 3 36 +_+_+2{+ - ++- BASEMENT---------+3+� ___+ 37 2 SUNSET AC RECEP 180 20 1 2 21100 FCU - 3e ET+__+_2 +SUNSAC RECEP - + 180 -Mt-it-tet-+}_+____+_________________+3+___+a -+--+-- {-----------------+----+---+-+- } -+- } - }--- +----+-----------------+_ -+_ --+_ tl 2 SUNSETWIREMOLD 540 20 1 • 2 20 2000 FCU -A CU 4TH FLR CORK. 3 12 p 2 IT RECEPS 800 20 1• I 3 k ______+_--_+_-_}-}_}-}_}-}___+ 83W FC__AAAA FLR SUNSET ----+__+___+_ 6 2 IT RECEPS -- 20 1 • 2 60 -- FCU -------SUNSET RM 3 46 47 2 IT RECEPS 800 20 1 I ---------------- + 3 48 +--+-1 +CORRIDOR LTG ---AAAA-+-1031 + 20 +1+9+-+-+2+ 20 + 2830 +CLL10 (FCLL10)4TH FLR SUNSET+ 3 +---+50 _+__+__+--_DOR LTG---+-}_+�}_}_ 51 2 1 CORRIDOR---- -- 20 1 _________ +__+__{_________________+____+___+_+_+ _ +_____ 53 _ 1 A---- LTG ________ 533 20 1 2 _40 _8_00_3 E_OH_-2 (FCU_ -0_0)________ 0 55+_-+_4 +A_ME_N_IT_Y_E_W_H -+ 000 +- +T+�+ +�+-+ I-+ -+ --- +4 0 + -+rA -+ + -+-------------+-+-+-+• _1_ B----G_S_IGNAGE-----______ _1_2D_3_ _20 1 _p ___ _U_-_(_G__3_F__G_R___ an + +SPARE + + 20 +1+-+_+_+-+ -+ -+ + 3 + +60 81+ + +SPARE - + +-2E +1+�+ +•+2+-20 + 2000 +FGU-A(GU) 3RD FLR CORR - + 3 + +622 e]+ + +SPARE+}T}_}.}-}_+___+____+_________________t--- ------------------- 3 + + +--- + +--+-+-+-+-+-+---+-----------------------+ + + 85 SPARE 20 1 • 2 20 2000 FCU- CU 3RDFLRCORR. 3 m 5]+ + +SPARE _ + 2U+T+-}-}-}_+___+____+_________________+3+___+69 660+ + +SPARE _____________+____+_00 +1+ +W+-+2+ 20 + +SPARE _____________+ + To 71++ --+SPARE _____________+____+_2A +1+ -+-+a+-+-_+____+______________+__+__-+72 +__+_________________+____+___}_}_}_}_}_}___+____+_________________+__+___+- 73 SPARE 20 1 • 2 20 SPARE 76 75 SPARE 20 1 • I M ------------ + ------ P}_170+____+SPARE-------------+--+---+78 77 3 RADON FANS IN ATTIC 800 20 1 RADON FANS IN ATTIC _____+_SOU_+_20}1}-+_}_}_}_�_+____+____------------ _+__+___+BO 813 RADON FANS IN ATTIC &0 20 1 2 40 SPARE 82 +__+__+SPARE _____________+__20 +T} -}_}_}-}_-}____+_________________}__{___+86 Cads Description Load VA Dam Load Summary 1 Uphill 2993 125% pa Phase 2 Rec up to 10,000 10003 100% PhA 28165 VA Recabol0kO0) 5740 50% PhB 20327 VA 3 Motor 47774 100% PhC SUDS VA Largest Mota 8320 125% 4 Heater who 100% Connected U927 VA 5 Kitchen 100% Cads Demand 99495 VA 6 Othr 100% T Sub Panel 100% Code Demand 276.36 Amp NOTES: A PROVIDE 90 MINUTE, BOO WATT (SINGLE CIRCUIT) INVERTER FOR THIS LIGHTING CIRCUIT. LOCATE IN ELECTRICAL ROOM PANEL IS IN. PROVIDE LU924 B C D PANEL HP -4A (SECT 21 Mounting Melbgtl Fed From Panel Information SURFACE HP -0 (SECT 1) Panel Options Volt: 2081120 Bus Rating: 400 PMP Panel Status Phase: 3 Main Speaker: MLO NEW Wire: 4 AS Rating: 22,000 GM Notes Gods Owcri ion Loatl Bkr P PM1 W PM1 PM1 P BW Loatl Descrl on Gotle holes GM PO # I I I I I I A I I I I I I I I I B C VA Y SS 3 FCU- CU LST FLR CORR. 2000 20 2 • 2 20 2000 FCU -A CU AND FLR CORR. 3 86 00 ( I ( ) 8)+ -+ 3 + + -+ I -+-+-+•+-+-+ I -+ -+ -+ 3 + -+89 ...................... 89 3 +FCUA(CUIISTFLRCORR. Saw +-2E +2+-+-+�+2+-20 + Saw -+----+ ----------------- FLR CORR -+-3 +---+9U 91+__+ 3 { ----------------- +---- +_T_}_+_} --- }_}--- +____+_________________}_3+___}92 83+--+ 3 +FGU-A (GUI IST FLR GORR. -+-2000 +-A +22}-20 + 2lgp +FGU-A(GU)2NO FLR GORR_ -+-3 +---+94 u3 +____+_T_}_}_}_}_}_}___}____+______ __+_39e 97+--+-'7+ CU1(AC-1)STAIR#2 + 2330 + 30 +2+�+-+�+2+ 20 + +SPARE - - + + +99 ------------------ +---- +__+____+_________________{__{--- +100 101+ + 3 +CU1(AC-1)STAIR IS + 2330 + 30 +2+ +•+�+2+ 20 + +SPARE + + +102 100+ 3{-----------------+---_+_}_}_}_}___+____+__________________{__+___+104 105SPPRE p +2+ +�+_}1} 20 SPARE 106 100+--+--+-----------------+----+- -}_}-+-+--- -- +----+SPARE 108 109+--+--+SPPRE -------------+----+-M-+-2+* +-}'+1+ 20 +----+SPARE-------------+--+---+110 111+__{__________________+____+_�_}_}_}�}_+1+-20 +---- +SPARE -------------+--+---+112 113+__+__+SPARE-------------+----+--------------- 21EU +----+SPARE-------------+--+---+116 115 _ 1 SPARE 11fi _ _ ____________ ___ _I _20 ___ ____________ _ __ 117+ -+-+S_PA_R_E______________+___-+_20 +2+-+•+-+1+_20 +___-+SPARE ____________-+_-+__-+119 - 119+ -+ -+_ -+ -+ I-+-+-+-+•+1+_20 +___-+SPARE _____________+_-+__-129 1 -+-+6PARE ------------------------2g +1+-+-+-+1+_20 +-+SPARE -+ -+ -+122 +-+ -+ o +1+•+-+-+1+_20 + -+SPARE ----------------------------- SPAREM -----------------------------PARE + p +1+ +•+�+1+ 2U +____+SPARE -------------- 120 Cods Description Lead VA Dam Lead Summery 1 Lotting MIA Per Phase 2 Rec up 10,00 100% PM1A 6330 VA Recover10,000 50% PhB 5165 VA 3 Motor 14330 100% PhC 5165 VA Largest Motor 2330 125% 4 Heater 100% Connected 16680 VA 5 Kitchen 100% Cab Demand 17243 VA 6 Other 100% 7 Sub Panel 100% Uxb Demand 47.92 Amp NOTES: A B D gg I PANEL HP -413 Mounting Method Fed From Panel Information SURFACE MSB -13 Panel Options Volt 208/120 Bus Ming: ADD AMP Penal Slaws Phase: 3 Main Breaker: 400 AMP NEW Wire: 4 All Rating: a," CM NOM Cotla Descrlptlon Latl BW P Ph PM1 PM1 P Bkr Lwtl Dwcripbn Cods Nota CM I I I I I I I I I I I I I I I I J+ # 77 A B C VA # 3 GU 1 _ _EH_-A_L_O_B_BY_4_T_H_FLR____ 9_8 _20 3 • 1 20 503LEVE I-4 _---------L4 3 _____ __ 2 + 3 + -+ -+ I-+-+-+ +-+1+ 20 + 803-+TROOMRECEPG -+ 2 + -+4 53— I • 1 20 803 IT ROOM RECEPS 2 6 ]+ +-2 IT ROOM RECEPS - + 800 + 20 +1+�+-+-+1+ ZO + 1410 +CORRI---- NV RECEPS --+ 2 +---+5 1 20 1410 CORRIDOR RECEPS 2 10 11 1 ROOF GARAGE LIGHTING L 1 20 1 • 1 GARAGE RESETS 2 12 13 2 ROOF RECEPTACLES _ 12602W 20 1 2 40 fi33G3 0_+_ FCU -A (FCU)4TH FLR CORR. -_ 3 ___ 16 - - - _ - }�}_}_}_401_+___----- -+ 3 +___+16 17. 3 FCU-(CU)3RD FLR CORR. 2000 20 2 2 40 WagFCU-(FCUI4TH FLR CORR. 3 18 9 — a _ _3 F_CU— 2ND FUR CORR. -+ -+ /-+-+-+-+�+-+ I-+ -+_ -+-- -+26 29+_-+_3 +F_ CU_A_(C_U)2_N_D_FL_R_C_O_R_R__-+_2_000_ +_2_B +2+•+-+-+2+ w +_2_O00_ +F_C4__APCU) _4TH _FL_R_C_O_R_R.__-+_3 +__-+2_6 27. _ _3 —________________ ___ _I _I ___ ________________ _3 __ 2_8 29 _ _3 RADON FANS IN ATTIC ____ _BD3 _20 1 • 2 _i0 _2_07._0 F_GU_A__G_U_4_-_R_R_G_O_R_R.__ 3 30 _3 +RADON FAN--ATTIC____-+_BD3-+_26 +1+-+-+-+-+ I-+ -+_ ---------------- -+ - -+J2 13+ + 3 +RADON FANS IN ATTIC -+ BD3-+_20 +1+•+•+-+2+ p + 02 +FGUA(GU)3RDFLRCORFL -+ 3 + -+J4 u1 CORRIDOR LTG 835 + 20+1+_+_}.}_}___+____+_________________+3{___+J9 a+-+-+2+ 20 + 2000 +FC"(CU)13TFLRCORR. + 3 38 3] A 1 CORRIDOR LTG EM 225 20 1 >BCORRIDOR8B0_H R_E_CEP_S __ ]20 20 13 my - - --------- - - -----{---}--}_}_}_}___+---- +------------------ ---+_ • 2 20 2000 CUA FCUA 157. FLR YOGA 3 62 43 1 4TH FLR GARAGE UGHTING 1300 20 1 I 3 W 2+-20 +-3635 +CU-] FCU] 157. FLR MASSAGE+ -3- a SPARE 20 1 ( ) __________ 49+ SPARE1 2 --+--+ -------------+----+-20 ++�+-+-++ 20 + 2498 +CUA (FCUA)1ST FLR STGRADF+ 3 +---+50 51SPARE 20 +1-+1_+____+--_AAAA_---_-----+3 S2 53 _ _ SPARE ____________ ___ _20 1 2 _20 _2_83_0 C_U6_(F_C_U_S) 1ST_ F_LR CORR. _ 3 U 59+SPARE -+-+_20+1+•+-+�+-+_I-+ -+ -+3+__-+58 57.+_ -+_-+SPARE -------------------- ____________+___-+_20 +1+-+•+-+2+_i0 +_2_83_8 +G_U-0_ (F_G_U-0_)_1_GT_F_L_R_P_AN_T_- + 3 --- -- 59 59+ -+ -+GPME -+ -+ 2p +1+-+-+�+-+ I-+ -+_ -+ 3 + -+88 81+ -+-+GPARE -------------------- 2p +2+•+-+-+2+ p 4- 2338 +GU3(FGU3)16T FLR MECH -+ 3 -+--- +62 +__+__+_________________+____{___}_}_+_+_+_+___+____+_________________+3� + + +-------+--- + + + +'+ +-+---+ +-----------------+ + + 85 SPARE 20 2 • 2 ZO 3160 CU -2 FCU2 1ST FLR MGR OFF. 3 66 PARE _____________+____+-20 +2+ +�+-+2+ 20 +2000 +CU -1(-------- %(G. __+ 3 + +]0 ry+--+--+---AAAA-_________+____{--+-+-+-+-+-+-I-+____+_________________+3+---+7.2 _ _ _ _ _ _ _ _ _ _ __ _ _ _ _+_ _ _ _ { _ _ _ } _ } _ }_ } _ } _ }_--+----+-----------------+--+---+_ 73 SPARE 20 2 • 2 30 2330 CU -1 AC -1 STAIR#1 3 7.4 -----------------+----+-I +-+-+-+-+-+- -+_---+__AAAA----__AAAA--+3 {---+74 PARE _____________+____+-2U +2+ + +�+2+ 30 + 2330 +CU -1 (A------- + 3 + +78 ---------------___{_�-+-+*+-+-+- -------+---- 81 _ _ SPA_R_E_____________ ___ _40 2 2 _20 _2_400_ C_LL_12_(FC_U_-12)S_TAIRY4_AAAA 3 __ 82 Coda peshadiat n LwtlVA Dam u 1 Lighting 3660 125% Per Phase 2 Ree up to 10,000 iww 100% PDA Man VA Rec over town 1420 50% PhB 25591 VA 3 Motor Smom 100% PhC 28100 VA Lagwt Motor 6330 125% 4 Header 10n Connected 79788 VA 5 Kitchen 100% Code Demand 81556 VA 6 Cape 10n T Sub Panel 100% Cade Demand 228.84 Amps NOTES: A PROVIDE 90 MINUTE, 000 WATT (SINGLE CIRCUIT) INVERTER FOR THIS LIGHTING CIRCUIT. LOCATE IN ELECTRIC& ROOM PANEL IS IN. PROVIDE UL924 B C D PANEL HP -13 Mounting Method Fed From Panel Information SURFACE MSB -B Panel Options Volt 2061120 Bus MIN: 400 AMP Panel Status Phase: 3 Mein Breaker: 300 AMP NEW Win: 4 AC MIN: 42,000 CM NrixCgds Descripllon Lwtl BW P PM1 PM1 PM1 P Bkr Lwtl Owcripbn COds Nobe CM 1 1 1 1 1 1 I I I I I Y VA A B C VA # 1 _ _2 ELE_V_C_LO_G_E_T_R_EC_E_P_____ _i_B_3 _2_0 1 1 _2_0 _1_200_ G_ O_RR_IO_O_R_R_E_G_EP_6______ _2 __ -- 3 2 STOPAGE RR DOG WASH REC. 1280 20 1 2 40 8330 --- FOU 3 4 -++--+-------=---------+----+---+-+-+'+-+-+---+---+-----------------+--+---+ 5 3 FGU-A FCU 8330 40 2 / 3 6 7 3- I • 1 _20 _1080 ELECR_FC CORRIDOR RECEPS 2 8 9+--+ 4 +ECUH---------AAAA-+-4]90 + 21 +3+ +�+-+2+ 40 + -- FCU -(FCU( - -- + 3 +---+10 11 4 3 2 1 • 3 21 4]90 ECUH- 4 16 153 E-------------------- - --------------+-132 + 20 +1+-+� l +____+-----------------+ q 16 17.3 +FCUA ______________+ 6330 +_40 +2+-+-+�}_}__ �_+____+_________________+ 4 18 19+--+2+-----------------+----+-/ + +�+-+-+t+ 20 + 1080 +MAIM&STORAGE RECEPS--+ 2 +---+M -+_ -{ -------- +----{---}-} - }-}-}-}---+----+----------------- 21 _ _2 HOME &_ GARDEN _5_4_0 _2_0 1 • 1 _2_0 _5_4_0 M_AIMS_TG___________ 21 2 HOME&GAROFN 540 20 1 1 20 540 MAIM STG 2 24 25 _ _2 H_O_ME&_GA_R_D_FN________ _3_00_ _2_0 1 _____________ _ __ _ 2] _ _3 E_SP_3______________ _i_OW_ _2_U 2 _/ ----------------------- _0 __ 2_B + -+ -+_ -+ -+ -+-+-+-+a+-+ -++ -+ -+ 39 _ _3 ________________ ___ _I 2 _2_p _1_50_0 E_GU_H_-e------------- _4 __ 3_0 FIS RS 32 31 _ 3 WATERPETER, PUMP, VAUw _500 _20 1 _ _ _ ____________ --- 3J+ -+ 2 +WATERHFATER PUMP, VALVE + BD3-+ 20 +1+•+•+-+2+ 2p + 15D3 +EGUH-B -+ 4-+ +36 351 GARAGE LIGHTING 13M + 20 {T}_}_}-}_}___+____+_________________+ _{___+36 37+ + 1 STAIR #1 LIGHTING -------+-1000 +-20 +1++-+-+2+-20+----+SPARE --------------- --+ + +38 30+__+-1 +STAIR 44 LIGHTING_______{ -1000 + 2U{T+-+-}-}-}___+____+_________________+__+___+40 +-}--- +----+_________________+__+___+_ 41 1 GARAGE MECH&STORAGE LTG 800 20 1 • 1 20 12 -+--+--+-------- ---------+_--- { --- } - } - } - } - } - }---+_---+-----------------+--+---+_ p 2 G -RAGE RECEPTACLES 320 20 1 • 3 20 16% EF -1 3 44 46+--------------------------1rLTG & RECEPS 400 + 20 t- ---+ +_________________+3 47 4 +EUH-B+_2290 +-20+2+-+-++-+-�_3 48 ---------------+____{__ }_}�+-+-+3+ 40 +8620 +EF -2---------------+3+---+50 4681+--+ 4 +EUH-B--------------+ 2290 +-20 +2+-+}_+-}--+____+-----------------+ 3 Be 53 __{_________________{____{___}_}_}_}_+_}___+____+_________________+__{___+_ 55+ -+ 6-+S_PA_R_E______________+___-{_2_0 +2+•+-+•+1+_2_0+_&_I_U-+ELE_V_#3_C_A_B_LI_G_HT__DI_SC_.___-+_i-+__-+5_fi + -+ -+_ -+ -+ -+-+-+•+-+-+ -+ -+ -+ -+ -+ 5] _ _ ________________ ___ _I 1 _2_0 _4_0_0 B_AG_E_M_EN_T_C_O_R_RIO_O_R_LT_G__ _1 __ 5_3 _+ _+ _{ _+ _{ _}_}_}_}_}_} _+ _+ _+ _{ _+ 59 6PARE_20 2 1 _20 _180 BAGEMENTCORRIOOR LTG EM _1 _A_ 88 ------------------------------ + I-+-+•+-+�+1+_20 +_880-+BASEMENTAMENITY SPACE LTG 1 + -+62 -------------+----+-20 +2+ +-+-+1+ - +_-- +MAINTENANCE LTG - + 1 +---+- +__+__+_________________+____+'I + + + + +1+ - + -- +MAIM. STG---EWH +4 +___+- • 1 20 120 TF -1 3 N 59Sol +--+--+_________________+____{_�_}_}_}�}_+1}_170+__+SPPRE _____________+__+---+70 71+--{__+SPARE-------------+----+-20 1+-+-+,+1+-20 +----+SPARE-------------+--+---+M jg+--+ -----------------+-39E0 +-20 +3+-+-+-+1+-20 --------- ---------------------- be -------------+--+---+76 -+--{ 0 4+ ---------------+_---{---}-}-}-}-}-}---+_---+_----------------+--+---+- 75 3 - I 1 20 SPARE M +-----------------+----+-I-+-+-+�}-}�+-20 +----+SPARE-------------+--+---+78 +SP -2---------------+-9960 +-20 +3}�}_}_+1+-20 +----+SPPRE-------------+--+---+60 81 3 - I I 20 SPARE 82 3+_________________+____{___}_}_}_}-}q+_2u +____+SPARE _____________+__{___+ed Cads Description Legal Dem Load Summery 1 Lighting 6949 125% par Phase 2 Ree up to 10,000 87W 10VA PITA 28155 VA Recover 10.000 50% Ph B 24496 VA 3 Motor 38588 10M Ph C 31655 VA Lagxt Motor 6820 125% 4 Header 21450 10M Connected 82807 VA 5 Kitchen 100% Cods Demand 86549 VA 6 Other 10n T Sub Panel 100% Cads Demand 240.52 Amp NOTES: A PROVIDE 90 MINUTE, 600 WATT (SINGLE CIRCUIT) INVERTER FOR THIS LIGHTING CIRCUIT. LOCATE IN ELECTRICAL ROOM PANEL IS IN, B C D 111490 KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLORADO 80205 gel � �KLOK GROUP BOX 914 GOLDEN,CA. 00902 Phone: 720399-2A70 KGDKLOKGROUP.COM U) FEMMZ W 5 M O M� W O Cf) LU (DV Lu 9 ` z� Q w/I a.Q WT. — W W N U) Q OW U Z 2 Q r LU co C7 o�oRrooy�`ys� V� fLOBEA`y tp 422 1 Y Q SS%ONALE��'\ 03.25.2021 No. Dale Issue 0828.20 MRTPL 2 01.1 1 CWNEIOR CN 9 5 pct IIM DJV Project Desgner DMB % 07/25/2019 agagag Jobtlumber 218094 agagag Dean By CP agagag Carol By DS U S PICAL ONE BEDROOM LOAD SUMMARY DWELLING UNIT SQUARE FOOTAGE 755 X 3 VA/SQ.... = 2265 VA SMALL APPLIANCE CIRCUITS 2 X 1500 VA EACH = 3000 VA LAUNDRYCIRCUITS 1 X 1500 VA EACH = 1500 VA :IXED EQUIPMENT QUANTI... 1 LOAD = 10000 VA TOTAL LOAD= 10000 VA OVENS/RANGE QUANTI... 1 LOAD= 10000 VA TOTALLOAD= 10000 VA DISHWASHER QUANTI... 1 LOAD= 1200 VA TOTALLOADF 1200 VA DRYER QUANTI... 1 LOAD= 5000 VA TOTALLOAD= 5000 VA DISPOSAL QUANTI... 1 LOAD= 1000 VA TOTALLOAD= 1000 VA HOOD/MICROWAVE QUANTI... 1 LOAD= 1500 VA TOTALLOAD= 1500 VA EBB (Al UNIT ONLY) QUANTI... 1 LOAD= 500 VA TOTAL LOAD= 500 VA EXHAUST (KIT. & BATH) QUANTI... 2 LOAD= 132 VA TOTALLOAD= 264 VA HFCU/FCU-A QUANTI... 1 LOAD= 2385 VA TOTALLOAD= 2385 VA 6OA/3P 60A UPJ (4#4,#8G) 1-114"C 120 1 SUB -TOTAL (NOT INCLUDING... 18700 VA (2#12,1#12G)3/4•C GENERAL NOTES: FIRST 10KVA OF FIXED EQUIPMENT (100%)= 10000 VA 3206 VA 2. FUSES SHALL BE CURRENT LIMITING CLASS J OR EQUIVALENT REMAINDER OF LOADS (40%)= 6186 VA 19,848 VA 4. FEEDER CONDUCTORS AND GROUND CONDUCTORS TO ALL ELEVATOR RELATED COMPONENTS SHALL HVAC= 3149 VA 95 AMPS 6. EXACT LOCATIONS OF EQUIPMENT SHALL BE COORDINATED WITH ELEVATOR SUBMITTAL TOTAL LOAD= 19,335 VA 7. PROVIDE SUSSMANN ELEVATOR MODULE (AS REQUIRED) OR 93 AM • ::III 00eIIWO1111/XENO DWELLING UNIT SQUARE FOOTAGE 1135 X 3 VA/SQ.... = 3405 VA SMALL APPLIANCE CIRCUITS 2 X 1500 VAEACH = 3000 VA LAUNDRY CIRCUITS 1 X 1500 VAEACH = 1500 VA SI IR TTTTAI = 7Q05 \/A FIXED EQUIPMENT OVENS/RANGE QUANTI... 1 LOAD = 10000 VA TOTAL LOAD= 10000 VA DISHWASHER QUANTI... 1 LOAD= 1200 VA TOTALLOAD= 1200 VA DRYER QUANTI... 1 LOAD= 5000 VA TOTALLOAD= 5000 VA DISPOSAL QUANTI... 1 LOAD= 1000 VA TOTAL LOAD= 1000 VA HOOD/MICROWA... QUANTI... 1 LOAD= 1500 VA TOTAL LOAD= 1500 VA EXHAUST (KIT. & BATH) QUANTI... 3 LOAD= 132 VA TOTALLOAD= 396 VA HFCU/FCU-B QUANTI... 1 LOAD= 2810 VA TOTAL LOAD= 2810 VA 208 D IF MANUFACTURER REQUIRES MORE SPACE FOR GFCI BREWERS. PROVIDE ADDITIONAL CIRCUITS WITH MINIMUM IO% SPARE CAPACITY. 60A/3P 0 CONDENSING UNIT IS ON THE ROOF. COORDINATE WITH MECHANICAL. PROVIDE GFCI BREAKER PER NEC mm 210.8(F). G) 1-1/4"C SUB -TOTAL (NOT INCLUDING... 18700 VA 30A/3P 20ALPJ (2#12,1#12G)3/4•C 3 FIRST 10KVA OF FIXED EQUIPMENT (100%)= 10000 VA 6OA/3P 60A UPJ (4#4,#8G) 1-114"C 120 1 REMAINDER OF LOADS (40%)= 6642 VA (2#12,1#12G)3/4•C GENERAL NOTES: HVAC= 3206 VA 2. FUSES SHALL BE CURRENT LIMITING CLASS J OR EQUIVALENT TOTALLOAD= 19,848 VA 4. FEEDER CONDUCTORS AND GROUND CONDUCTORS TO ALL ELEVATOR RELATED COMPONENTS SHALL BE COPPER OR 95 AMPS 0� 0 TYPICAL ONE BEDROOM UNIT LOAD CENTER Mountina Method FM From Panel nformation FLUSH METER PAK 'DWELLING UNIT PANEL SHALL BE PROVIDED WITH SPD PER NEC 20M 238.57 Val: 2=120 Bus Rating: 125AMP Panel Staters Fancier Phase: 1 Main Breaker: 125AMP NEW RE: ONE LINE DIAGRAM "m 3 AIC Rating: 10,000 CAB LIGHTS CM NOM Cafe DescriptionLatl Bb P Ph Ph P IRS, r Ld Description Code Note I IAIBI CM # YA VIA l 1 B SMALLAPIDUANCE 20 1+ 20 BATH RECEPTACLES B 3+ B + +SMALLAPPLIANCE --+ + M +1+-+�+2+-20 +----+FCLLA ECEPTACU ON LES ---- -- C 2 4 5+qLAUNDRY WASHER +1+�'-+----+________+-__ C _+DISHWASHER -+ -+ +1+-++1+ +-+DIGPO6AL -+ 6 ]+ 15 15 B A +GWH-1 EB&500, CLOSETLTG-+----+-20 +1+T+-+1+-20 +----+MICROWAVE + B 8 1 11 LIGHIFiWECEPTACLES2 R M_l_G_E/O_V_E_NA 1 12 _ ____ ___ _15 _W ___ ___________ _ 13 A+ _+LIGHTSIRECEPTACLEG -+ -+ 15 +1++-+-+ /_+ -+- -+ A 14 15+A+--+LIGHTSIRECEPTACLFS-+----+-15 +1+-++1+-20 +-_--+HFCU-A(FAN COIL IN UNIT) -+ A 16 1]+A+___+LIGHTSIR_ECEPTA_CLES4-11-641 +•+_+1+ 20 + -+SPARE --------------- +__ ____ 18 18+A+ _+LIGHT_SIRECEPTA_GLES -+ -+ 15 +1+-++1+ 20+-+MEOU\PANEL -+- + 20 -+ -+ -+----------------+-+ +-+1+ 20+-+EXFAN &1THRCOMLTGSBREC-- A 21 A LIGHTSIRECEPTACLFS 15 1 22 23 SPARE -------------+----+-20 +1+-+I+1+-20 +----+EX FAN&KITCHEN RECEPS ---+-- A 24 25+A+__+DRYER_____________+____+_a5+2+.+-+1+_20 +____+SPARE_______________+_+ 26 +_+_+_+_+___+____+___________________+_ __ 2] A - I 1 M SPARE _ 28 +____+SPARE_______________+__ _ ........ 29+__+__+SPARE _____________+____+_ +1+_+_+1+_20 30 P]+A+__+_______________+____+___+_+_+-+1+_20+____+SPARE_______________+__ ___ 20 NOTES: A PROVIDE AFVGFCI BREAKER PER NEC 2020 ARTICLE 210. 20ALPJ B PROVIDE GFCI RECEPTACLES PER NEC Mffi IF RECEPTACLE IS NOT ACCESSIBLE, PROVIDE GFCI BREAKER. 2 C CONDENSING UNIT IS ON THE ROOF. COORDINATE WITH MECHANICAL. PROVIDE GFCI BREAKER PER NEC MM 210S(FL 208 D IF MANUFACTURER REQUIRES MORE SPACE FOR GFCI BREWERS. PROVIDE ADDITIONAL CIRCUITS WITH MINIMUM IO% SPARE CAPACITY. 60A/3P 0 TYPICAL TWO BEDROOM UNIT LOAD CENTER Moun6na lMlM1atl Fat From Panel lnbrmation FLUSH METER PAH •DWEWNG UNIT PANEL SHALL BE PROVIDED WITH SPD PER NEC 2020230.07 Volt 208/120 Bus Rating: 125AMP Penal StaWa fancier Phav: 1 Main Breaker. 125AMP CAB LIGHTS NEW RE: ONE LINE DIAGRAM Wire: 3 AIC Rating: 10.000 ELEVATOR Est INdanl Cock, Description I Loatl I BIG I P IPAM1I gh1 P SW I Lead Description CodeI Noted I I. VA) # 1 B SMALL APPLIANCE 20 1 t 20 ___ BATH RECEPTACLES B -_-+SMALL +-_-_-_-+-_2J +1+-+�+2+-_20 ++F_C_U-_B(C_U_0_N_R_O_O_F)_______ +__ 2 3+B+ APPLIANCE _____ _C_ 5+A+ -+LAUNDRY WASHER -+ -+z0+1+.+-+-+ I-+---- H -+ C 4 8 _+__ __+DISHWASHER _________+____+-15+1+_+�+1+_15 +____+DISPOSAL 13 --------------- 10 11 -+-+LIGHTS-RECEPTACLES -+ -+ 15 +1+-+�+2+5+RAN_GE_IKl -+ A 12 13+A+-+LIGHTSIRECEPTACLES -+ -+ 15 +1 I-+ -+ -+ A 14 15+ A +--+LIGFT--11 CEPTACLE3 +----+-15 +1+-+;+1+-20 + -IHFC--------- UNIT-----+- A 16 +__------------------------------__+_+_+_+_+_+____+_ _ + _ ___ 17 A GHFSIRECEPTACLES 15 1 1 20 SPARE 18 ___ 19-- A + -+LIGHTS -RECEPTACLES --------------15 +1+-+;+1+ 20 +-+MEDIAPANEL -+ 20 21-- A-+ --+LIEFT- R-ECEPTACLES +----+-15 +1+;+-+1+-20 + +EXFAN BATHROOM LTG38REC + A 22 23+--+--+SPARE-------------+----+_p +1+-+�+1+-25 +----+EX FAIN BATHROOM LTG38 REC-+-- -A 24 __+__+_________________+____+___+_+_+_+_+___}____+______ __ _+__ _ 25+ A DRYER 30 2 1 20 EX FAN 8 KITCHEN RECEPS A 28 P]+A+__+_______________+____+___+_+_+-+1+_20+____+SPARE_______________+__ ___ 20 29+ --+--+SPARE +-20 +1+.+-+1+-z0SPARE 30A/3P 20ALPJ NOTES: 2 A PROVIDE AFVGFCI BREAKER PER NEC 2930 ARTICLE 210. 208 B PROVIDE GFCI RECEPTACLES PER NEC MD. IF RECEPTACLE IS NOT ACCESSIBLE. PROVIDE GFCI BREAKER. 60A/3P 0 CONDENSING UNIT IS ON THE ROOF. COORDINATE WITH MECHANICAL. PROVIDE GFCI BREAKER PER NEC mm 210.8(F). G) 1-1/4"C D IF MANUFACTURER REQUIRES MORE SPACE FOR GFCI BREAKERS, PROVIDE ADDITIONAL CIRCUITS WITH MINIMUM IO% SPARE CAPACITY. 1 IA" ELEVATOR SCHEDULE MAIN POWER CAB LIGHTS ELEVATOR NAMEPLATE NUMBER AMPS VOLT PH DISC. FUSE. FEEDER VOLT PH DISC. FUSE. FEEDER 1 42 206 360A/3P 60A LPJ (4#4,#813)1-1/4"C 120 1 30A/3P 20ALPJ (2#12,1#12G)3/4•C 2 42 208 3 60A/3P 60A UPJ G) 1-1/4"C 120 1 30A/3P 20ALPJ (2#12,1#12G)3/4•C 3 42 208 3 6OA/3P 60A UPJ (4#4,#8G) 1-114"C 120 1 3OA13P 20ALPJ (2#12,1#12G)3/4•C GENERAL NOTES: 1. THIS SCHEDULE IS FOR ELECTRICAL CONNECTIONS/EQUIPMENT ONLY. ELEVATORS BY OTHERS. 2. FUSES SHALL BE CURRENT LIMITING CLASS J OR EQUIVALENT 3. ALL RECEPTACLES IN ELEVATOR MACHINE ROOMS, PITS, ETC SHALL BE GFCI 4. FEEDER CONDUCTORS AND GROUND CONDUCTORS TO ALL ELEVATOR RELATED COMPONENTS SHALL BE COPPER 5. ALL POWER REQUIREMENTS SHALL BE COORDINATED WITH ELEVATOR SUBMITTAL 6. EXACT LOCATIONS OF EQUIPMENT SHALL BE COORDINATED WITH ELEVATOR SUBMITTAL 7. PROVIDE SUSSMANN ELEVATOR MODULE (AS REQUIRED) 111490 KEPHART Community a planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 nmr.YaPlen.m Maine NKLOK GROUP BOX 914 GOLDEMCA. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM UI Z W 5 M O O U Vl^ LU LLN/ (D LU 9 Z LLL F— r L.1_ �f W ^Q �w. I LU �/ T. LUN U) oLU U 2 � /W C '0 o�pRroou�Fys V��fL08F.Yya' Fp 1361 422 1 } AIL 03.25.2021 03.25.2021 No. Date Issue 0628.28 mu& Rig FRO 1 12. CIIYC 2 M 21 G10R 5 p iNC DJV DMBkmwny Date07/25/2019 estimator 218094 ChaCP DS Too ELECTRICAL SCHEDULES 1sueet Number E0mm0m5 DB -3A LOAD SUMMARY DWELLING UNIT SQUARE FOOTAGE 14,962 SUMMARY 3 VA/SQ. FT = 44,886 VA SMALL APPLIANCE CIRCUITS 36 VOLTAGE: 208/120 PHASE: 3PH 1,500 VA EACH = 54,000 VA LAUNDRY CIRCUITS 18 44,178 VA 1,500 VA EACH = 27,000 VA GAS WATERHEATER 1,500 VA EACH = 51,000 VA LAUNDRY CIRCUITS 17 !D EQUIPMENT 1,500 VA EACH = 25,500 VA FIXED EQUIPMENT QTY: ELECTRIC RANGE 18 X 10,000 VA EACH = 180,000 VA DISHWASHER 18 X 1,200 VA EACH = 21,600 VA CLOTHES DRYER 18 X 5,000 VA EACH = 90,000 VA GAS WATER HEATER 18 X 500 VA EACH = 9,000 VA SINK DISPOSAL 18 X 1,000 VA EACH = 18,000 VA HOOD/MICROWAVE 18 X 1,500 VA EACH = 27,000 VA EBB 7 X 505 VA EACH = 3,535 VA EXHAUST FAN (BATH & KITCHEN) 43 X 132 VA EACH = 5,676 VA HFCU-A 11 X 2,384 VA EACH = 26,224 VA HFCU-B 7 X 2,810 VA EACH = 19,670 VA X 2,810 VA EACH = 22,480 VA X TOTAL LOAD: 526,591 VA TOTAL LOAD: NEC DEMAND FACTOR TABLE 220.84: 38 % NEC DEMAND FACTOR TABLE 220.84: 39 % 21,456 VA TOTAL DEMAND: 200,105 VA TOTAL DEMAND: 194,839 VA 2,810 VA EACH = OR 556 AMPS DB -3B LOAD SUMMARY 44,886 VA MULTI -DWELLING STANDARD LOAD... 36 1,500 VAEACH = VOLTAGE: 208/120 PHASE: 3PH DWELLING UNIT SQUARE FOOTAGE 14,726 1,500 VAEACH = 3 VA/SQ. FT = 44,178 VA SMALL APPLIANCE CIRCUITS 34 GAS WATERHEATER 1,500 VA EACH = 51,000 VA LAUNDRY CIRCUITS 17 SINK DISPOSAL 1,500 VA EACH = 25,500 VA FIXED EQUIPMENT QTY: HOOD / MICROWAVE 18 X ELECTRIC RANGE 17 X 10,000 VA EACH = 170,000 VA DISHWASHER 17 X 1,200 VA EACH = 20,400 VA CLOTHES DRYER 17 X 5,000 VA EACH = 85,000 VA GAS WATER HEATER 17 X 500 VA EACH = 8,500 VA SINK DISPOSAL 17 X 1,000 VA EACH = 17,000 VA HOOD/MICROWAVE 17 X 1,500 VA EACH = 25,500 VA EBB 6 X 505 VA EACH = 3,030 VA EXHAUST FAN (BATH & KITCHEN) 42 X 132 VA EACH = 5,544 VA HFCU-A 9 X 2,384 VA EACH = 21,456 VA HFCU-B 8 X 2,810 VA EACH = 22,480 VA X 132 VA EACH = TOTAL LOAD: TOTAL LOAD: 499,588 VA NEC DEMAND FACTOR TABLE 220.84: NEC DEMAND FACTOR TABLE 220.84: 39 % 21,456 VA VA TOTAL DEMAND: TOTAL DEMAND: 194,839 VA 2,810 VA EACH = 19,670 VA OR OR 541 AMPS DBAA LOAD SUMMARY MULTI -DWELLING STANDARD LOAD... VOLTAGE: 208/120 DWELLING UNIT SQUARE FOOTAGE 14,962 3 VA/SQ. FT = 44,886 VA SMALL APPLIANCE CIRCUITS 36 1,500 VAEACH = 54,000 VA LAUNDRY CIRCUITS 18 1,500 VAEACH = 27,000 VA ELECTRIC RANGE 18 X 10,000 VA EACH = 180,000 VA DISHWASHER 18 X 1,200 VA EACH = 21,600 VA CLOTHES DRYER 18 X 5,000 VA EACH = 90,000 VA GAS WATERHEATER 18 X 500 VA EACH = 9,000 VA SINK DISPOSAL 18 X 1,000 VA EACH = 18,000 VA HOOD / MICROWAVE 18 X 1,500 VA EACH = 27,000 VA EBB 7 X 505 VA EACH = 3,535 VA EXHAUST FAN (BATH & KITCHEN) 43 X 132 VA EACH = 5,676 VA HFCU-A 11 X 2,384 VA EACH = 26,224 VA HFCU-B 7 X 2,810 VA EACH = 19,670 VA 1,000 VA EACH = 17,000 VA HOOD/MICROWAVE 17 TOTAL LOAD: 526,591 VA 25,500 VA NEC DEMAND FACTOR TABLE 220.84: 38 % X 505 VA EACH = 3,030 VA TOTAL DEMAND: 200,105 VA X 132 VA EACH = 5,544 VA OR 556 AMPS DB -1A LOAD SUMMARY 175,128 VA SMALL APPLIANCE CIRCUITS DB -4B LOAD SUMMARY VOLTAGE: 206/120 PHASE: MULTI -DWELLING STANDARD LOAD... DWELLING UNIT SQUARE FOOTAGE VOLTAGE: 208/120 PHASE:31SH DWELLING UNIT SQUARE FOOTAGE 14,646 40,470 VA 3 VA/SQ. FT = 43,938 VA SMALL APPLIANCE CIRCUITS 34 1,500 VA EACH = 1,500 VA EACH = 51,000 VA LAUNDRY CIRCUITS 17 GAS WATER HEATER 1,500 VA EACH = 25,500 VA FIXED EQUIPMENT ELECTRIC RANGE OTY: 17 X 10,000 VA EACH = 170,000 VA DISHWASHER 17 X 1,200 VA EACH = 20,400 VA CLOTHES DRYER 17 X 5,000 VA EACH = 85,000 VA GAS WATER HEATER 17 X 500 VA EACH = 8,500 VA SINK DISPOSAL 17 X 1,000 VA EACH = 17,000 VA HOOD/MICROWAVE 17 X 1,500 VA EACH = 25,500 VA EBB 6 X 505 VA EACH = 3,030 VA EXHAUST FAN (BATH & KITCHEN) 42 X 132 VA EACH = 5,544 VA HFCU-A 9 X 2,384 VA EACH = 21,456 VA HFCU-B 8 X 2,810 VA EACH = 22,480 VA 39 X 132 VA EACH = TOTAL LOAD: 499,348 VA HFCU-A NEC DEMAND FACTOR TABLE 220.84: 39 % 2,384 VA EACH = 21,456 VA VA TOTAL DEMAND: 194,746 VA X 2,810 VA EACH = 19,670 VA OR 541 AMPS DB -1A LOAD SUMMARY 175,128 VA SMALL APPLIANCE CIRCUITS MULTI -DWELLING STANDARD LOAD... 1,500 VA EACH = 210,000 VA VOLTAGE: 206/120 PHASE: 3PH DWELLING UNIT SQUARE FOOTAGE 13,490 VA 3 VA/SQ. FT = 40,470 VA VA SMALL APPLIANCE CIRCUITS 32 X 1,500 VA EACH = 48,000 VA EACH = LAUNDRY CIRCUITS 16 GAS WATER HEATER 1,500 VA EACH = 24,000 VA 500 FIXED EQUIPMENT EACH = 35,000 VA SINK DISPOSAL 70 ELECTRIC RANGE 16. X 10,000 VA EACH = 160,000 VA VA DISHWASHER 16 X 1,200 VA EACH = 19,200 VA EACH = CLOTHES DRYER 16 X 5,000 VA EACH = 80,000 VA 505 GAS WATER HEATER 16 X 500 VA EACH = 8,000 VA 168 SINK DISPOSAL 16 X 1,000 VA EACH = 16,000 VA VA HOOD/MICROWAVE 16 X 1,500 VA EACH = 24,000 VA EACH = EBB 5 X 505 VA EACH = 2,525 VA 2,810 EXHAUST FAN (BATH & KITCHEN) 39 X 132 VA EACH = 5,148 VA 205,250 VA HFCU-A 9 X 2,384 VA EACH = 21,456 VA VA HFCU-B 7 X 2,810 VA EACH = 19,670 VA OR 251 AMPS Nn ,mu DJV TOTAL LOAD: 468,469 VA a 07/25/2019 NEC DEMAND FACTOR TABLE 220.84: 39% Down By CP CTRdaa By DS TOTAL DEMAND: 182,703 VA ELECTRICAL SCHEDULES Sheet NemWr EO -0a6 OR 506 AMPS DB=1 B LOAD SUMMARY MULTI -DWELLING STANDARD LOAD... VOLTAGE: 208/120 PHASE: 3PH DWELLING UNIT SQUARE FOOTAGE 9,856 3 VA/SQ. FT = 29,568 VA SMALL APPLIANCE CIRCUITS 22 1,500 VA EACH = 33,000 VA LAUNDRYCIRCUITS 11 1,500 VA EACH = 16,500 VA FIXED EQUIPMENT QTY: ELECTRIC RANGE 11 X 10,000 VA EACH = 110,000 VA DISHWASHER 11 X 1,200 VA EACH = 13,200 VA CLOTHES DRYER 11 X 5,000 VA EACH = 55,000 VA GAS WATER HEATER 11 X 500 VA EACH = 5,500 VA SINK DISPOSAL 11 X 1,000 VA EACH = 11,000 VA HOOD/MICROWAVE 11 X 1,500 VA EACH = 16,500 VA EBB 2 X 505 VA EACH = 1,010 VA EXHAUST FAN (BATH & KITCHEN) 28 X 132 VA EACH = 3,696 VA HFCU-A 5 X 2,384 VA EACH = 11,920 VA HFCU-B 6 X 2,810 VA EACH = 16,860 VA TOTAL LOAD: 323,754 VA NEC DEMAND FACTOR TABLE 220.84: 42 % TOTAL DEMAND: 135,977 VA OR 378 AMPS DB -2A LOAD SUMMARY MULTI -DWELLING STANDARD LOAD... VOLTAGE: 208/120 PHASE: 3PH DWELLING UNIT SQUARE FOOTAGE 14,962 3 VA/SQ. FT = 44,886 VA SMALL APPLIANCE CIRCUITS 36 1,500 VA EACH = 54,000 VA LAUNDRY CIRCUITS 18 1,500 VA EACH = 27,000 VA FIXED EQUIPMENT QTY: ELECTRIC RANGE 18 X 10,000 VA EACH = 180,000 VA DISHWASHER 18 X 1,200 VA EACH = 21,600 VA CLOTHES DRYER 18 X 5,000 VA EACH = 90,000 VA GAS WATER HEATER 18 X 500 VA EACH = 9,000 VA SINK DISPOSAL 18 X 1,000 VA EACH = 18,000 VA HOOD/MICROWAVE 18 X 1,500 VA EACH = 27,000 VA EBB 7 X 505 VA EACH = 3,535 VA EXHAUST FAN (BATH & KITCHEN) 43 X 132 VA EACH = 5,676 VA HFCU-A 11 X 2,384 VA EACH = 26,224 VA HFCU-B 7 X 2,810 VA EACH = 19,670 VA TOTAL LOAD: 526,591 VA NEC DEMAND FACTOR TABLE 220.84: 38 % TOTAL DEMAND: 200,105 VA OR 556 AMPS DB -2B LOAD SUMMARY MULTI -DWELLING STANDARD LOAD... VOLTAGE: 206/120 PHASE: 3PH DWELLING UNIT SQUARE FOOTAGE 14,726 3 VA/SQ. FT = 44,178 VA SMALL APPLIANCE CIRCUITS 34 1,500 VA EACH = 51,000 VA LAUNDRYCIRCUITS 17 1,500 VA EACH = 25,500 VA FIXED EQUIPMENT ELECTRIC RANGE 17 X 10,000 VA EACH = 170,000 VA DISHWASHER 17 X 1,200 VA EACH = 20,400 VA CLOTHES DRYER 17 X 5,000 VA EACH = 85,000 VA GAS WATER HEATER 17 X 500 VA EACH = 8,500 VA SINK DISPOSAL 17 X 1,000 VA EACH = 17,000 VA HOOD/MICROWAVE 17 X 1,500 VA EACH = 25,500 VA EBB 6 X 505 VA EACH = 3,030 VA EXHAUST FAN (BATH & KITCHEN) 42 X 132 VA EACH = 5,544 VA HFCU-A 9 X 2,384 VA EACH = 21,456 VA HFCU-B 8 X 2,810 VA EACH = 22,480 VA TOTAL LOAD: 499,588 VA NEC DEMAND FACTOR TABLE 220.84: 39 TOTAL DEMAND: 194,839 VA OR 541 AMPS MSB -A LOAD SUMMARY DWELLING UNIT SQUARE FOOTAGE 58,376 3 VA/SQ. FT = 175,128 VA SMALL APPLIANCE CIRCUITS 140 1,500 VA EACH = 210,000 VA LAUNDRYCIRCUITS 70 1,500 VA EACH = 105,000 VA ELECTRIC RANGE 70 X 10,000 VA EACH = 700,000 VA DISHWASHER 70 X 1,200 VA EACH = 84,000 VA CLOTHES DRYER 70 X 5,000 VA EACH = 350,000 VA GAS WATER HEATER 70 X 500 VA EACH = 35,000 VA SINK DISPOSAL 70 X 1,000 VA EACH = 70,000 VA HOOD/MICROWAVE 70 X 1,500 VA EACH = 105,000 VA EBB 26 X 505 VA EACH = 13,130 VA EXHAUST FAN (BATH & KITCHEN) 168 X 132 VA EACH = 22,176 VA HFCU-A 42 X 2,384 VA EACH = 100,128 VA HFCU-B 28 X 2,810 VA EACH = 78,680 VA TOTAL LOAD: 205,250 VA TOTAL UNIT 44 SUB -LOAD: 2,048,242 VA TOTAL DEMAND: NEC DEMAND FACTOR TABLE 220.84: 23 % TOTAL UNIT LOAD: 471,096 VA HOUSE PANEL HP -2A: 124,915 VA HOUSE PANEL HP -3A: 32,245 VA HOUSE PANEL HP -4A: 99,028 VA ELEVATOR 2: 15,120 VA TOTALDEMAND: 742,403 VA OR 2,062 AMPS MSB -B LOAD SUMMARY MULTI -DWELLING STANDARD LOAD... VOLTAGE: 208/120 PHASE: 3PH DWELLING UNIT SQUARE FOOTAGE 60,148 3 VA/SQ. FT = 180,444 VA SMALL APPLIANCE CIRCUITS 138 1,500 VA EACH = 207,000 VA LAUNDRYCIRCUITS 69 1,500 VA EACH = 103,500 VA ELECTRIC RANGE 69 X 10,000 VA EACH = 690,000 VA DISHWASHER 69 X 1,200 VA EACH = 82,800 VA CLOTHES DRYER 69 X 5,000 VA EACH = 345,000 VA GAS WATER HEATER 69 X 500 VA EACH = 34,500 VA SINK DISPOSAL 69 X 1,000 VA EACH = 69,000 VA HOOD/MICROWAVE 69 X 1,500 VA EACH = 103,500 VA EBB 20 X 505 VA EACH = 10,100 VA EXHAUST FAN (BATH & KITCHEN) 172 X 132 VA EACH = 22,704 VA HFCU-A 35 X 2,384 VA EACH = 83,440 VA HFCU-B 34 X 2,810 VA EACH = 95,540 VA 1,000 VA EACH = 7,000 VA HOOD/MICROWAVE TOTAL UNIT SUB -LOAD: 2,027,528 VA 1,500 VA EACH = NEC DEMAND FACTOR TABLE 220.84: 23 % TOTAL UNIT LOAD: 466,331 VA HOUSE PANEL HP -B: 86,549 VA HOUSE PANEL HP -1: 148,700 VA HOUSE PANEL HP -2B: 43,074 VA HOUSE PANEL HP -3B: 31,423 VA HOUSE PANEL HP -4B: 76,713 VA HOUSE PANEL EV: 78,000 VA POOL PANEL: 50,400 VA ELEVATOR 1: 15,120 VA ELEVATOR 3: 15,120 VA TOTAL DEMAND: 1,011,429 VA OR 2,810 AMPS DB -B LOAD SUMMARY ■ MULTI -DWELLING STANDARD LOAD... VOLTAGE: 208/120 PHASE: 3PH DWELLING UNIT SQUARE FOOTAGE 6,194 INEEN NKLOK 3 VA/SQ. FT = 18,582 VA SMALL APPLIANCE CIRCUITS 14 GOLDEN,00. 80402 1,500 VA EACH = 21,000 VA LAUNDRYCIRCUITS 7 1,500 VA EACH = 10,500 VA FIXED EQUIPMENT W M ELECTRIC RANGE 7 X 10,000 VA EACH = 70,000 VA DISHWASHER 7 X 1,200 VA EACH = 8,400 VA CLOTHES DRYER 7 X 5,000 VA EACH = 35,000 VA GAS WATER HEATER 7 X 500 VA EACH = 3,500 VA SINK DISPOSAL 7 X 1,000 VA EACH = 7,000 VA HOOD/MICROWAVE 7 X 1,500 VA EACH = 10,500 VA EBB 0 X 505 VA EACH = 0 VA EXHAUST FAN (BATH & KITCHEN) 18 X 132 VA EACH = 2,376 VA HFCU-A 3 X 2,384 VA EACH = 7,152 VA HFCU-B 4 X 2,810 VA EACH = 11,240 VA 03.25.2021 No. Dade Issue TOTAL LOAD: 205,250 VA NEC DEMAND FACTOR TABLE 220.84: 44 TOTAL DEMAND: 90,310 VA OR 251 AMPS 111 �� ■ KEPHART community • planning a architecture 2555 WP NUT STREET DENVER, COLORADO 80205 vmrFePNeRm INEEN NKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2410 KGQKL0KGROUP.COM UI Z W M 5 O L ao U cf) LU (DV LU Q z� ` Q Qw LU w LU U) / U) >N O w U 2 � co CLU V co o�pRr9ou�F�s V��PO�Yy" Fp °6t 422 1 } SS%ONALE�O'\ 03.25.2021 No. Dade Issue 0&]8.10 MRTPL 2 211W1 SANERaN m 5 Nn ,mu DJV R018C De*m DMB a 07/25/2019 JobNumlxT 218094 Down By CP CTRdaa By DS Tae ELECTRICAL SCHEDULES Sheet NemWr EO -0a6 LUMINAIRE SCHEDULE TYPE LAMPSIKELVIN DESCRIPTION LOAD,... VOLTS CONTROL MANUFACTURER/CAT. NO. F1 LED -3500K 4FT LED STRIP, 4119LUMENS, CRI 80 41 120/277 0-10V COOPER METALUX Z W 4SNLED-LD4-41 SL-LW-UNV-LB35-CD1-U F1E LED -3500K 4FT LED STRIP, 4119LUMENS, CRI 80,90 MIN EMERGENCY BATTERY BACKUP 41 120/277 ON / OFF COOPER METALUX 4$NLED-LDS 41SL-LW-UNV-L835-CDi-U F2 LED -3000K GARAGE DIMMABLE LED, 7500 LUMENS, CRI 70 58 120/277 INTEGRATED EATON MCGRAW-EDISON LL /8aa� `1 F- 11— OCCUPANCY SENSOR TT-C4-LED-Ei-RW-BZ-MS/DIM-LO8 F2E LED -3000K GARAGE DIMMABLE LED, 7500 LUMENS, CRI 70, EMERGENCY BATTERY 58 120/277 INTEGRATED EATON MCGRAW-EDISON BACKUP W U 2 OCCUPANCY SENSOR TT-C44LED-Ei-RW-BZ-MS/DIM{O8-ICP F3 LED -3000K 6" SURFACE MOUNTED DOWN LIGHT, 1200 LUMENS, CRI 90+ 15 120/277 TIME CLOCK EATON HALO 6MD6R-12-930-WH-E F4 LED -3000K 4' RECESSED DOWNLIGHT, 1000 LUMENS, CRI 90 10 120/277 ON /OFF EATON HALO € 422 i NAIL REFLECTORIACCESSORIES BY ARCHITECT 03.25.2021 03.25.2021 No. Date Issue HC4.10-DO10-HM4-12-930 F5 LED -4000K 4FT LED LINEAR, WET LISTED, 6000LUMENS 51 120/277 ON / OFF COOPER METALUX 5 4V r2-LD5-6-DR-W-UNV-L840-CDi-W L F6 LED -3500K 4FT LED DIMMABLE LINEAR W/ FROST LENS WITH 90 MINUTE BATTERY 58 120/277 INTEGRATED COOPER METALUX 218094 Down By BACKUP, 640OLUMENS, CRI 80 ClWda4 By DS OCCUPANCY SENSOR 4SWLED-64HL-LW_UNV-L835-EL14W-CD1-SVPD2-U F7 LED -3000K LED UNDERCABINET TAPE LIGHT, IP54, CRI 94+, 3000K, 150 LUMENS PER FOOT, 27W / FT 120 ELV PRIZM LIGHTING PROVIDE ALL ACCESSORIES AND REMOTE DRIVER PZM-TLS-54-30K-LENGTH PER PLANS F8 LED -3000K LED PARKING DECK DOUBLE HEAD FIXTURE, WIDE DISTRIBUTION, CRI 70, 151 120/277 OCCUPANCY SENSOR IXTURE: LUMARK PREVAIL PRV-PA2-B-730-U-T4W-BZ-MS/DIM-L2 15' STEEL POLE, CONFIRM MOUNTING TYPE PRIOR TO ORDERING POLE: COOPER RSS6-M-15-S-F-X-2-X EGRESS FIXTURES X1 LED SINGLE SIDED EXIT SIGN, GREEN, 90 2120/277 NONE SURE-LITES MIN INTERNAL BACKUP APX-7-GSINGLE SIDED X2 LED DOUBLE SIDED EXIT SIGN, GREEN, 90 4 120/277 NONE SURE-LITES MIN INTERNAL BACKUP APX-7-G-DOUBLE SIDED X3 LED SINGLE SIDED,EDGE LIT EXIT SIGN, GREEN, 90 2 120/277 NONE SURE-LITES MIN INTERNAL BACKUP, PROVIDE MIRRORED BACKING EUX-6-1-G X4 LED DOUBLE SIDED, EDGE LIT EXIT SIGN, GREEN, 90 2 120/277 NONE SURE-LITES MIN INTERNAL BACKUP EUX6-2-G RESIDENTIAL UNIT FIXTURES U1 LED -2700K 4' SURFACE MOUNTED DOWN LIGHT, 600 LUMENS, CRI 90 10 120/277 ON / OFF EATON HALO SMD4RFi927-W H -E U2 LED -2700K LED WET LISTED WALL SCONCE, DOWN LIGHT ONLY, 665 LUMENS, CRI 80+ 10 120 ON / OFF PEACHTREE LIGHTING EDG-D-30K-BZ-F-120/277 U3 LED -3000K WALUCEILING MOUNTED, KEYLESS LAMPHOLDER WITH INTEGRAL PULL CHAIN 10 120 PULL CHAIN KEYLESS PULL STRING SOCKET WITH 1OW LED A19 LAMP U4 LED -2700K LED UNDERCABINET TAPE LIGHT, IP54, CRI 94+, 2700K, 146 LUMENS PER FOOT, 27W / FT 120 ELV PRIZM LIGHTING PROVIDE ALL ACCESSORIES AND REMOTE DRIVER PZM-TLS-54-27K-LENGTH PER PLANS UDF -1 LED -3000K BEDROOM FAN W/ INTEGRATED LED 16 120 CONTROL SWITCH RE: INTERIOR DRAWING SET FOR SPECIFICATION UDF -2 LED -2700K LED BATHROOM VANITY 27120 ON /OFF RE: IMERIOR DRAWING SET FOR SPECIFICATION UDF -3 LED -2700K LED KITCHEN PENDANT 10 120 ON/OFF RE: INTERIOR DRAWING SET FOR SPECIFICATION DECORATIVE FIXTURES DF -1 LED -2700K LED PENDANT 72 120 ON/OFF RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -2 LED -2700K LED WALL SCONCE 4 120 ON/OFF RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -3 LED -2700K LEDCHANDELIER 120 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -4 LED -2700K LED PENDANT 10 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -6 LED -2700K LED PENDANT 27 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -7 LED -2700K LED PENDANT 10 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -8 LED -2700K LED TABLE LAMP 9 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -9 LED -2700K LED SURFACE MOUNT 4 120 ON / OFF RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -10 LED -3000K LED LINEAR PENDANT 25 120 ON / OFF RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -11 LED -2700K LED PENDANT 9 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -12 LED -2700K LED PENDANT 9 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -13 LED -2700K LED PENDANT 10 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -14 LED -2700K LED PENDANT 10 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -15 LED -2700K LED PENDANT 9 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -16 LED -2700K LED WALL SCONCE 20 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -17 LED -2700K I LED PENDANT 10 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -18 LED -2700K I LEDCHANDELIER 80 120 DIMMABLE RE: INTERIOR DRAWING SET FOR SPECIFICATION DF -19 LEDCOOLWHITE LED CEILING MOUNT 44 120 ON/OFF RE: INTERIOR DRAWING SET FOR SPECIFICATION SITE FIXTURES SI LED -3000K WALL SCONCE, 800 LUMENS 10 120 TIMECLOCK LITHONIA LC4-W-30K-MVOLT-(FINISH)-G4-80CRI-ZT-W S -CD S2 LED -3000K SINGLE HEAD PEDESTRIAN LIGHT ON 12FT POLE, 1083 LUMENS 32 120 TIMECLOCK ARCHITECTURAL AREA LIGHTING UCS-VSL-BEL-LUM-BEL-12LEDW W -FCO S3 LED -3000K SINGLE HEAD AREA LIGHT ON 18FT POLE, 5351 LUMENS 49 120 TIMECLOCK LITHONIA AST1 LEDd2C350-/30K/SR5MVOLT S4 LED -3000K WALL PACK, 2440 LUMENS 20 120 TIMECLOCK EATON ISS -AF -350 -LED -El -T3 -(FINISH) -7030 S4E LED -3000K WALL PACK WITH 90 MINUTE BATTERY BACKUP, 2440 LUMENS 20 120 TIMECLOCK EATON ISS-AF350-LED-Ei-T3-(FINISH)-7030CW B S5 LED -3000K 61NCH LED DOWNUGHT, 1200 LUMENS 20 120 TIMECLOCK EATON HALO H7501CAT-ML5612830- SSE LED -3000K 61NCH LED DOWNLIGHT WITH BATTERY BACKUP, 1200 LUMENS 20 120 TIMECLOCK EATON HALO H7501CAT-ML5612830-BATTERY BACKUP S6 LED -3000K BOLLARD, 700 LUMENS 33 120 TIMECLOCK ARCHITECTURAL AREA LIGHTING UCB-VSL-(HOOD}12LED-W W S7 LED -3000K LED TAPE LIGHT FOR COLUMN ACCENT, 50 LUMENS/FOOT 3W/FT 0.2 TIMECLOCK WAC LIGHTING S8 SHOWN FOR REFERENCE ONLY S9 SHOWN FOR REFERENCE ONLY GENERAL NOTES: 1. VERIFY EXACT FIXTURE'S CATALOG NUMBER, FINISH, LAMP(S), LENGTHS AND OPTIONS WITH TENANT/ARCHITECT PRIOR TO ORDERING. 2. CONTRACTOR TO VERIFY COMPATIBLE DIMMER TYPE AND MANUFACTURER FROM LUMINAIRE CUT SHEET 3. CONTRACTOR TO PROVIDE ALL PARTS AND ACESSORIES FOR A COMPLETE AND FUNCTIONING SYSTEM. 4. DECORATIVE FIXTURES TO BE RE4ABELED WITH MAX WATTAGES PER INTERIORS FIXTURE SCHEDULE. REFER TO INTERIORS DRAWING SET. 111 �� ■ KEPHART community • planning a architecture 2555 WP NUT STREET DENVER, COLORADO 80205 wmr.FepNeRm NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKLOKGROUP.l UI Z W M O O cf) LU (D0/ V LLJZ LL /8aa� `1 F- 11— Q Q W w '^ W (J, W N rU)r^ vJ O W U 2 //LU '0 o�pRroou�F�s V��PO�Yy" Fp °6t € 422 i NAIL 03.25.2021 03.25.2021 No. Date Issue 0&]8.10 MRTPl 04, 5 roles iIW DJV ftp C De*m DMB a 07/25/2019 JobNumIxT 218094 Down By CP ClWda4 By DS TWO ELECTRICAL SCHEDULES Sheet NumWr Heil DOMESTIC WATER CIRCULATION PUMP SCHEDULE CODE MFR. MODEL SERVICE PUMP TYPE GPM RPM HEAD (FTI PH ELECTRICAL REMARKS HIS VOLT PH DISCONNECT FEEDER DWCP-1 GRUNDFOS UP 15-29 DOMESTIC INLINE 2.0 3600 11.0 0.12 115 1 $TO (2#12,1412G) 3/4"C 3 30A13P 20A FRN -R (4#12,1#12G)3/4"C CFM B QMARK LFK204F WALL RECESS 100 1.5 4.5 208 1 $ TO FEEDER (3#12, 1#12G) 3/4"C GENERALNOTES 10"X10" 1. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS I HIS AND OVER PER MENA STANDARD MGI. 24.4 2. REFER TO DRAWINGS TO DETERMINE REQUIRED PUMP ROTATION. 208 3. PROVIDE ALL LEAD-FREE BRONZE CONSTRUCTION COMPLIANT WITH NSF -372. 30A/3P 4. ELECTRONICALLY COMMUNTATED MOTOR (ECM) SHALL HAVE SPEED CONTROLLED TO 95F HWC TEMPERATURE SET POINT. PUMP PROVIDED WITH OPTIONAL TEMPERATURE SENSOR. S. COMPLIANCE TO SECTION 0403.2.10 FROM THE 20181ECC 1 CABINET UNIT HEATER SCHEDULE (ELECTRIC) CODE (ECUH) MANUFACTURER/ MODEL NO. MOUNTING CONFIGURATION CFM ELECTRICAL REMARKS KW FLA I VOLT PH DISC FUSE FEEDER FUSE ELECTRICAL FEEDER EWH-1 RHEEM PROE 301 RH95 POU 27 8 2.0 1 120 1 1 25A FRN -R A QMARK LFK4BBF WALL SURFACE 100 4.8 13.3 208 3 30A13P 20A FRN -R (4#12,1#12G)3/4"C CFM B QMARK LFK204F WALL RECESS 100 1.5 4.5 208 1 $ TO FEEDER (3#12, 1#12G) 3/4"C FCU-120SA 10"X10" 4 24.4 270 2.0 208 1 30A/3P 15A FRS -R (3#12,1#12G)3/4"C 120 1 GENERALNOTES: 1. PROVIDE UNIT MOUNTED THERMOSTAT. 2. PROJECT ELEVATION = 5400'. 3. PROVIDE ACCESSORIES NEEDED FOR SPECIFIED MOUNTING CONFIGURATION. REMARK NOTES: CORD/PLUG FAN SCHEDULE RADIATION SCHEDULE (ELECTRIC) CODE ELECTRIC WATER HEATER SCHEDULE CODE MANUFACTURERIMODEL NO. STORAGE (GALLONS) RECOVER Y (100 TR) ELECTRICAL REMARKS ESP VOLT PH FUSE ELECTRICAL FEEDER EWH-1 RHEEM PROE 301 RH95 POU 27 8 2.0 1 120 1 1 25A FRN -R CODE MANUFACTURER/ 30A/3P 15A FRS -R W.C. MODEL EDH-2 GREENHECKIDHC MODEL NO. TYPE CFM (ALT.) DRIVE HPVOLT GENERAL NOTES 1. SEE DETAIL E/P6.01 FOR RECOMMENDED INSTALLATION DETAILS. PHFLA 40A FRS -R DISC. FUSE. FEEDER REMARKS FCU-120SA 10"X10" 4 24.4 270 2.0 208 1 30A/3P 15A FRS -R (3#12,1#12G)3/4"C 120 1 5 CORD/PLUG EF -A GREENHECKSP-8110 CEILING MOUNT 100 0.1 DIRECT 50 40 40 1 INTEGRAL 14" W.C. (2#12,1#12G)3/4"C A,D,E,F EF -B GREENHECKSP-8110 CEILING MOUNT 100 0.1 DIRECT RHEEM PRO+G5040N RH67 PDV LEVEL ONE 1 INTEGRAL 40 (2#12,1#12G)3/4"C B,D,E,F EF -C GREENHECK SQ -90 -VG INLINE 525 0.3 DIRECT 0.10 (1)(2)(3)(4) GENERALNOTES INTEGRAL PROVIDE ZOELLER NEMA4 DUPLEX ALTERNATING CONTROL PANEL WITH ALARM, BECON, HOA SWITCHES AND DRY CONTACTS FOR REMOTE ALARM MONITORING. (2#12,1#12G)3/4"C C,F EF -D GREENHECK CSP -A390 INLINE 350 0.3 DIRECT 1. FUEL = NATURAL GAS. ELEVATION = 5400 FT. PROVIDE FOUR FLOAT SWITCHES WITH WEIGHTS (ZOELLER 10-1883) AND FOUR POSITION FLOAT SWITCH BRACKET (ZOELLER 10-0253). INTEGRAL 4. (2#12,1#12G)3/4"C D,F 5. PROVIDE 3" HORIZONTAL FLANGED RAIL SYSTEM (ZOELLER #39-0094) AND STAINLESS STEEL LIFTING CABLE FOR EACH PUMP. 2. PROVIDE 2-1/2" DRAIN PAN AND ROUTE 1-1/4" DRAIN PIPE TO FLOOR DRAIN. 6. PROVIDE WITH ZOELLER NEMA 4 CONTROLS. EF -1 GREENHECK QEID-15-50 INLINE 860 0.5 DIRECT 1.00 50 t34.6 18 30A/3P 7A FRN -R (4#12,1#12G)3/4"C F,G EF -2 GREENHECK QEID-22-95-A75 INLINE 10360 0.5 DIRECT 7.50 #8,#10G 3/4"C 2 60A/3P 35A FRN -R (4#8,1#10G)314"C F,H 208 1 12 20 FRN -R 30A/3P 3#12, #12G 3/4"C 14 A FCU -2 FIRST CO 37HX 10 -C 103, 104, 105 1200 .3 TF -1 GREENHECK 5060-G INLINE 300 0.1 DIRECT 0.05 60 85 10 $TO (2#12,1#12G)314"C I TF -2 GREENHECK 5060-G INLINE 300 0.1 DRECT005 CU -2 TRANE 4TW R4036G1 33.8 34 $TO 1 (2#12,1#12G)314"C I 30A/3P 3#12, #12G 3/4"C 14 A FCU -3 FIRST CO 25CLX 101,102 730 .3 110 76 60 50 GENERAL NOTES: 1. SCHEDULED FAN VALUES (CFM, SP AND HP) ARE ACTUAL AT ALTITUDE OF 5400'. 24 17 57 85 2. INSTALL FAN PER MANUFACTURER'S RECOMMENDATIONS. 6.00 J7.3114 208 3. PROVIDE FACTORY BACKDRAFT DAMPER. 40 #6, #10G 1"C ko 50A FRN -R REMARKS: TRANE 4TWR5024H1 24.2 20.8 208 A. PROVIDE MULTISPEED ACCESSORY. FAN SHALL OPERATE CONTINUOUSLY AT AIR FLOW LISTED ON DWELLING UNIT VENTILATION CALCULATIONS 30A/3P AND AT 100 CFM WHEN WALL SWITCH IS ON, 3/4"C 15 C B. CONTROL VIA LIGHT SWITCH. 121 730 .3 130 C. INTERLOCK FAN OPERATION WITH THE FCU THAT IS FEEDING THE SPACE 60 50 24 24 D. FAN SHALL BE ENERGY STAR CERTIFIED. 55 85 8 6.00 E. PROVIDE CEILING RADIATION DAMPER WHERE NOTED ON PLANS. 208 1 39 F. EXHAUST FAN SHALL BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS BY MANUFACTURER #8, #10G 3/4"C 40A FRN -R CU4 TRANE 4TWR5024H1 G. FAN TO RUN CONTINUOUSLY. 21 208 1 14 H. PROVIDE ARMSTRONG AMC -IAD CONTROLLER WITH VFD OUTPUT. FAN SHALL ENERGIZE AND MODULATE 30A/3P TO MAXIMUM WHEN CO IS ABOVE 25PPM 3/4"C OR NO2 IS ABOVE 1PPM. SEE FLOOR PLANS FOR SENSOR LOCATIONS. A I. FAN TO BE CONTROLLED BY WALL MOUNTED THERMOSTAT SET TO 80F (ADJUSTABLE). 0 DUCT HEATER SCHEDULE (ELECTRIC) RADIATION SCHEDULE (ELECTRIC) CODE ELECTRIC WATER HEATER SCHEDULE CODE MANUFACTURERIMODEL NO. STORAGE (GALLONS) RECOVER Y (100 TR) ELECTRICAL REMARKS KW VOLT PH FUSE 1 DISC. FEEDER EWH-1 RHEEM PROE 301 RH95 POU 27 8 2.0 1 120 1 1 25A FRN -R 1 30A13P (2#10, #10G) 3/4"C 30A/3P 15A FRS -R (3#12,1012G)3/4"C MODEL EDH-2 GREENHECKIDHC FCU-100SA 10"X10" 4 53.4 400 6.0 2081 GENERAL NOTES 1. SEE DETAIL E/P6.01 FOR RECOMMENDED INSTALLATION DETAILS. 60A/3P DUCT HEATER SCHEDULE (ELECTRIC) RADIATION SCHEDULE (ELECTRIC) CODE MANUFACTURER/ MODEL NO. SYSTEM DUCT SIZE EAT DB (F) LAT DB (F) CFM KW ELECTRICAL TYPE REMARKS VOLT I PH I DISC FUSE FEEDER EDH-1 GREENHECKIDHC FCU -7 OSA 10"X10" 4 24.4 270 2.0 208 1 30A/3P 15A FRS -R (3#12,1012G)3/4"C MODEL EDH-2 GREENHECKIDHC FCU-100SA 10"X10" 4 53.4 400 6.0 2081 REMARKS 60A/3P 40A FRS -R IS", 1#10G)3/4"C DISCONNECT EDH-3 GREENHECKIDHC FCU-120SA 10"X10" 4 24.4 270 2.0 208 1 30A/3P 15A FRS -R (3#12,1#12G)3/4"C 120 1 5 CORD/PLUG (2#12,#12G) 3/4"C (1)(2)(3)(4) GWH-2 RHEEM PRO+G5040N RH67 PDV DOUBLE UNITS 50 40 40 0.63 GENERALNOTES: 1. PROVIDE DUCT MOUNTED THERMOSTAT SET TO LAT SHOWN IN SCHEDULE ABOVE. 2. PROVIDE W ITH AIRFLOW PROVING SWITCH AND SINGLE STAGE CONTROL. 3. PROVIDE DEAD FRONT DISCONNECT SWITCH. 4. PROVIDE ETL LISTED DUCT HEATERS. 14" W.C. NATURAL GAS BASEBOARD RADIATION SCHEDULE (ELECTRIC) CODE (EBB) MANUFACTURER/ MODEL NO. CAPACITY LENGTH (KW) (FT) ELECTRICAL REMARKS VOLTS/PH FLA FEEDER TYPE NO. OF PUMPS GPM(EA) FT HD (EA) STORAGE RECOVERY INPUT A QMARK QMKC .50 25 120/1 4.2A (2#12,1#12G)3/4"C A ELECTRICAL SP -1 CODE MFGR MODEL LOCATION GENERAL NOTES: 1. PROVIDE FACTORY THERMOSTAT. REMARK NOTES: A. BASEBOARD TO BE PROVIDED WITH 2 POLE STAT WITH "OFF" POSITION FOR DISCONNECTING MEANS. 111490 KEPHART community • planning a architecture 2555 WP NUT STREET DENVER, COLORADO 80205 wmr.FepNeRm �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQIUJOKGROUP.COM U) H Z W 5 M O U cf)W T1 O/ (V ^1 1 �LU 9 /8aa� Z L.L `1 F_ LL Q w^ Q W U) I LU W N U) O w U 2 CD co co o�oRroOyyF�s V��P086Yy" Fp i 422 } NAIL 03.25.2021 03.25.2021 No. Date Issue 0&z 2 MRTPL z Di.i t OWNEIiR aN m 5 ru imu DJV Hohn pevyDe DMB a 07/25/2019 218094 Drawn By CP CIaWtl By DS 0000 Two ELECTRICAL SCHEDULES Sheet Number Howl SUMP PUMP SCHEDULE GAS FIRED WATER HEATER SCHEDULE CODE MFR. MODEL SERVICE TYPE NO. OF PUMPS GPM(EA) FT HD (EA) STORAGE RECOVERY INPUT EFFICIENCY MINJNLET MAX INLET VOLT PH FUSE DISC. ELECTRICAL SP -1 CODE MFGR MODEL LOCATION (GALS) (AT 90 TR) (MBH) (UEF) PRESSURE PRESSURE FLUE REMARKS VOLT PH FLA DISCONNECT FEEDER GWH-1 RHEEM PRO+G4040N RH67 PDV SINGLE UNIT 40 40 40 0.63 3.5" W.C. 14" W.C. NATURAL GAS 120 1 5 CORD/PLUG (2#12,#12G) 3/4"C (1)(2)(3)(4) GWH-2 RHEEM PRO+G5040N RH67 PDV DOUBLE UNITS 50 40 40 0.63 3.5" W.C. 14" W.C. NATURAL GAS 120 1 5 CORD/PLUG (2#12,#12G) 3/4"C (1)(2)(3)(4) GWH3 RHEEM PRO+G5040N RH67 PDV LEVEL ONE 50 40 40 0.63 3.5" W.C. 14" W.C. NATURAL GAS 120 1 5 CORD/PLUG (2#12,#12G) 3/4"C (1)(2)(3)(4) GENERALNOTES 1. PROVIDE ZOELLER NEMA4 DUPLEX ALTERNATING CONTROL PANEL WITH ALARM, BECON, HOA SWITCHES AND DRY CONTACTS FOR REMOTE ALARM MONITORING. 2. PROVIDE CONTROL PANEL WITH THERMAL SHUT-OFF RELAYS AND MOISTURE DETECTION INDICATOR - (Zoeller 10-1111X). 1. FUEL = NATURAL GAS. ELEVATION = 5400 FT. PROVIDE FOUR FLOAT SWITCHES WITH WEIGHTS (ZOELLER 10-1883) AND FOUR POSITION FLOAT SWITCH BRACKET (ZOELLER 10-0253). 4. PROVIDE PUMP WITH 3' HORIZONTAL FLANGE OUTLET, 3" CHECK VALVE (ZOELLER #30-0160) AND 3" SLIP TO SLIP PVC BALL VALVE (ZOELLER 30-0221) FOR EACH PUMP. 5. PROVIDE 3" HORIZONTAL FLANGED RAIL SYSTEM (ZOELLER #39-0094) AND STAINLESS STEEL LIFTING CABLE FOR EACH PUMP. 2. PROVIDE 2-1/2" DRAIN PAN AND ROUTE 1-1/4" DRAIN PIPE TO FLOOR DRAIN. 6. PROVIDE WITH ZOELLER NEMA 4 CONTROLS. FCU -1 FIRST CO 19HX8 C 106,106 3. PROVIDE CONDENSATE NEUTRILIZING KIT. .3 185 80 60 50 18 18 17 47 85 8 4. PROVIDE DIRECT -VENT CONCENTRIC VENT KIT AND ROOF TERMINATION KIT. COMPLY WITH MFR REQUIREMENTS FOR MATERIALS AND MAX LENGTWFITTINGS. 208 1 38 #8,#10G 111490 KEPHART community • planning a architecture 2555 WP NUT STREET DENVER, COLORADO 80205 wmr.FepNeRm �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQIUJOKGROUP.COM U) H Z W 5 M O U cf)W T1 O/ (V ^1 1 �LU 9 /8aa� Z L.L `1 F_ LL Q w^ Q W U) I LU W N U) O w U 2 CD co co o�oRroOyyF�s V��P086Yy" Fp i 422 } NAIL 03.25.2021 03.25.2021 No. Date Issue 0&z 2 MRTPL z Di.i t OWNEIiR aN m 5 ru imu DJV Hohn pevyDe DMB a 07/25/2019 218094 Drawn By CP CIaWtl By DS 0000 Two ELECTRICAL SCHEDULES Sheet Number Howl SUMP PUMP SCHEDULE CODE MFR. MODEL SERVICE TYPE NO. OF PUMPS GPM(EA) FT HD (EA) SIZE (EA)DISCHARGE RPM ELECTRICAL HP VOLT PH FUSE DISC. FEEDER SP -1 ZOELLER 61 HD STORM DRANAGE DUPLEX ALTERNATING 1 235 20 3 1750 3 208 3 15A FRN -R 30A13P (4#12,#12G)3/4"C (1)(2$3)(4)(5)(6) SP -2 ZOELLER 61 HD STORM DRANAGE DUPLEX ALTERNATING 1 235 20 3 1750 3 206 3 15A FRN -R 30A/3P (4#12,#12G)3/4"C (1)(2x3)(4)(5)(6) CODE MANUFACTURER/ MODEL NO. AREA SERVED CFM ESP (IN.) MIN OSA EAT ('F) DB WB LAT ('F) ('F) CLG CAP MBH HTS CAP CLG DEMAND EAT MBH MBH (-F) LAT ('F) 240V RATED KW 208V DERATE KW VOLT PH MCA FEEDER GENERALNOTES CODE (CU) MANUFACTURER/ MODEL NO. CLG CAP MBH 1. PROVIDE CHECK VALVE AND SHUT OFF VALVE ON EACH PUMP. SEE GENERAL DETAIL ON DRAWINGS. PH MCA ELECTRICAL FUSE DISCON, 2. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MG1-2003, TABLES 12-12 AND 12-13. REMARKS REMARK NOTES 1. PROVIDE ZOELLER NEMA4 DUPLEX ALTERNATING CONTROL PANEL WITH ALARM, BECON, HOA SWITCHES AND DRY CONTACTS FOR REMOTE ALARM MONITORING. 2. PROVIDE CONTROL PANEL WITH THERMAL SHUT-OFF RELAYS AND MOISTURE DETECTION INDICATOR - (Zoeller 10-1111X). 3. PROVIDE FOUR FLOAT SWITCHES WITH WEIGHTS (ZOELLER 10-1883) AND FOUR POSITION FLOAT SWITCH BRACKET (ZOELLER 10-0253). 4. PROVIDE PUMP WITH 3' HORIZONTAL FLANGE OUTLET, 3" CHECK VALVE (ZOELLER #30-0160) AND 3" SLIP TO SLIP PVC BALL VALVE (ZOELLER 30-0221) FOR EACH PUMP. 5. PROVIDE 3" HORIZONTAL FLANGED RAIL SYSTEM (ZOELLER #39-0094) AND STAINLESS STEEL LIFTING CABLE FOR EACH PUMP. 6. PROVIDE WITH ZOELLER NEMA 4 CONTROLS. 111490 KEPHART community • planning a architecture 2555 WP NUT STREET DENVER, COLORADO 80205 wmr.FepNeRm �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQIUJOKGROUP.COM U) H Z W 5 M O U cf)W T1 O/ (V ^1 1 �LU 9 /8aa� Z L.L `1 F_ LL Q w^ Q W U) I LU W N U) O w U 2 CD co co o�oRroOyyF�s V��P086Yy" Fp i 422 } NAIL 03.25.2021 03.25.2021 No. Date Issue 0&z 2 MRTPL z Di.i t OWNEIiR aN m 5 ru imu DJV Hohn pevyDe DMB a 07/25/2019 218094 Drawn By CP CIaWtl By DS 0000 Two ELECTRICAL SCHEDULES Sheet Number Howl FAN COIL SCHEDULE (HEAT PUMP/ELECTRIC) =AMENITY SPACES FAN DX COIL ELECTRIC COIL ELECTRICAL (FCU) CONDENSING UNIT CODE MANUFACTURER/ MODEL NO. AREA SERVED CFM ESP (IN.) MIN OSA EAT ('F) DB WB LAT ('F) ('F) CLG CAP MBH HTS CAP CLG DEMAND EAT MBH MBH (-F) LAT ('F) 240V RATED KW 208V DERATE KW VOLT PH MCA FEEDER FUSE CODE (CU) MANUFACTURER/ MODEL NO. CLG CAP MBH HTG CAP MBH VOLT PH MCA ELECTRICAL FUSE DISCON, FEEDER MIN. SEER REMARKS FCU -1 FIRST CO 19HX8 C 106,106 630 .3 185 80 60 50 18 18 17 47 85 8 6.00 208 1 38 #8,#10G 3/4"C 40A FRN -R CU -1 TRA NE 4TWR4018G1 16.8 15.1 208 1 12 20 FRN -R 30A/3P 3#12, #12G 3/4"C 14 A FCU -2 FIRST CO 37HX 10 -C 103, 104, 105 1200 .3 130 75 60 50 36 36 27 60 85 10 7.50 208 1 49 #6, #10G 1"C 50A FRN -R CU -2 TRANE 4TW R4036G1 33.8 34 208 1 19 20 FRN -R 30A/3P 3#12, #12G 3/4"C 14 A FCU -3 FIRST CO 25CLX 101,102 730 .3 110 76 60 50 24 24 17 57 85 8 6.00 J7.3114 208 1 40 #6, #10G 1"C ko 50A FRN -R CU -3 TRANE 4TWR5024H1 24.2 20.8 208 1 14 20 FRN -R 30A/3P 3#12,#12G 3/4"C 15 C FCU4 FIRST CO26HX8 C 121 730 .3 130 77 60 50 24 24 18 55 85 8 6.00 208 1 39 #8, #10G 3/4"C 40A FRN -R CU4 TRANE 4TWR5024H1 24.2 21 208 1 14 20 FRN -R 30A/3P 3#12, #12G 3/4"C 15 A FCU -6 FIRST CO 19HX 8 C 111, 112, 114 630 .3 150 79 60 50 18 18 16 51 85 8 6.00 208 1 38 #8, #10G 3/4"C 40A FRN -R CU6 TRANE 4TWR4018GI 16.8 15.1 208 1 12 20 FRN -R 3OA13P 3#12, #12G 3/4"C 14 A FCU -7 FIRST CO 32HX10-C 116 960 .3 270 80 60 50 30 30 26 56 85 10 7.50 208 1 48 #Q#10G 1"C 50A FRN -R CU -7 TRANE 4TWR5030H1 28 27.8 208 1 17 20 FRN -R 30A/3P 3#12,#12G 3/4"C 15 A FCU -9 FIRST GO 19HX8 C 003, 003a 630 .3 120 77 60 50 18 18 15 54 85 8 6.00 208 1 38 #8, #10G 3/4"C 40A FRN -R CU -9 TRANE 4TNR4018G1 16.8 15.1 208 1 12 20 FRN -R 30A/3P 3#12, #12G 3/4"C 14 A FCU -10 FIRST CO 37HX 10 -C 410, 410c 1200 .3 400 81 60 50 36 36 33 62 85 10 7.50 7.2 1/3 208 1 49 fi0A/3P 3#4, ifBG 1-1/4"C fi0A FRN -R CU -10 TRANE 4TNR4036G1 33.8 34 208 1 19 20 FRN -R 30A/3P 3#12, #12G 3/4"C 15 A FCU -12 I FIRSTC019 8 C 115 630 .3 270 B4 60 50 18 18 19 56 85 8 6.00 4.8 1/8 208 1 38 fi0A/3P 3#8, #10G 3/4"C 40A FRN -R CU -12 TRANE 4TNR4018G1 16.8 15.1 208 1 12 20 FRN -R 30A/3P 3#12, #12G 3/4"C 14 A GENERALNOTES: 1. JOB SITE ELEVATION=5400 FT. 2. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HIS AND OVER PER MENA STANDARD MG1-2003, TABLES 12-12 AND 3. PROVIDE ENCLOSURE WITH DUCTED SUPPLY AND RETURN CONNECTIONS AND FACTORY ACCESS PANEL. 4. INTERLOCK OUTSIDE AIR MOTORIZED DAMPER WITH FCU OPERATION. 5. PROVIDE CONDENSATE OVERFLOW SWITCH CONFORMING TO UL 508. INSTALL PER IMC SECTION 307.2.3.4 REQUIREMENTS. REMARKS: A. PROVIDE HEAT PUMP KIT. B. PROVIDE RIGHT HAND UNIT. C. PROVIDE LEFT HAND UNIT. 12-13. .. 111490 KEPHART community • planning a architecture 2555 WP NUT STREET DENVER, COLORADO 80205 wmr.FepNeRm �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQIUJOKGROUP.COM U) H Z W 5 M O U cf)W T1 O/ (V ^1 1 �LU 9 /8aa� Z L.L `1 F_ LL Q w^ Q W U) I LU W N U) O w U 2 CD co co o�oRroOyyF�s V��P086Yy" Fp i 422 } NAIL 03.25.2021 03.25.2021 No. Date Issue 0&z 2 MRTPL z Di.i t OWNEIiR aN m 5 ru imu DJV Hohn pevyDe DMB a 07/25/2019 218094 Drawn By CP CIaWtl By DS 0000 Two ELECTRICAL SCHEDULES Sheet Number Howl UNIT HEATER SCHEDULE (ELECTRIC) FAN COIL SCHEDULE (DX/HYDRONIC) INDOOR UNIT REMARKS CONDENSING UNIT VOLT PH I DISC INDOOR UNIT CODE MANUFACTURER/ MODEL NO. TYPE ELECTRIC COIL SUPPLY CFM FAN COOLING COIL( DX) HEATING COIL(DHW) MANUFACTURER/ MODEL NO. ELECTRICAL(FCU) ELECTRICAL SEER REMARKS CONDENSING UNIT PH MCA VOLT PH MCA CODE MANUFACTURER/ FEEDER 11 ESP EAT( -F) CAPACITY EAT (3#12, 1#12G) 3/4"C MCA DISCON. FEEDER WPD CODE MANUFACTURER/ (CU) MODEL NO. CLG CAP MBH HTG CAP MBH 3 ELECTRICAL 30AI3P MIN. SEER CODE MANUFACTURER/ CAPACITY VOLT AC -1 MITSUBISHI MSY-GL18NA-U1 ELECTRICAL 235 MIN. 18 VOLT PH MCA FUSE DISCON. FEEDER (HFCU) MODEL NO. AREA SERVED CFM (IN.) DS MBH ('F) MBH GPM (FT) HIS VOLT PH MCA DISCON. FEEDER (CU) MODEL NO. MBH SEER REMARKS FIRST CO I9HX(8)-C CORRIDOR 630 0.3 130 78 GENERALNOTES 1. JOBSITE ELEVATION = 5400'. 2. DIVISION 26 SHALL PROVIDE WIRING BETWEEN CONDENSING 3. ROUTE CONDENSATE TO NEAREST APPROVED RECEPTACLE. 4. PROVIDE WALL MOUNTED THERMOSTAT. REMARKS: A. INDOOR UNIT FED FROM OUTDOOR UNIT ON ROOF. PROVIDE UNITS AND EVAPORATOR SECTION. PROVIDE WITH CONDENSATE PUMP, POWERED BY DIVISION 26. CONNECTING FEEDER AND MAKE ALL FINAL CONNECTIONS. 18 18 53 85 8 5.2 1 1/8 1208 1 1 1 38 1 60A/3P (3#8,1#10G)VC40 FRS -R I CU -A I TRANE 4TWR4018G1 16.8 15.1 1 208 1 1 1 12 120A FRS -R 1 30A13P (3#12,1#12G)3/4'C 14 A Heel A FIRST CO 19 CDXQ SEE PLANS 600 0.25 72 18 70 18 3 3.3 115 120 1 4 INTEGRAL (2#12, 1#12G) 3/4"C FCU -A TRANE 4TTR3018 18 208 1 12 20A FRS -R 30A/3P (3#12, 1#12G) 3/4-C 13 1 B FIRST CO 25 CDXQ SEE PLANS 700 0.25 72 24 70 22.2 3 4.1 115 120 1 5 INTEGRAL (2#12,1#12G)3/4 -C FCU -B TRANE 4TTR4024 24 208 1 14 20A FRS -R 30A/3P (3#12,1#12G)3l4'C 14 1 GENERAL NOTES: 1. DOMESTIC HOT WATER: ENT =140T. 2. JOB SITE ELEVATION =5400 FT. 3. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MG1-2003, TABLES 12-12 AND 12-13. 4. PROVIDE FACTORY DOMESTIC HOT WATER CIRCULATING PUMP, CHECK VALVE, AND AIR PURGE VALVE. 5. PROVIDE STANDARD FACTORY ACCESS PANEL. 6. PROVIDE PUMP TIMER (#941-2) TO RUN PUMP 60 SECONDS EVERY 6 HOURS (ADJ.). 7. PROVIDE CONDENSATE OVERFLOW SWITCH CONFORMING TO UL 508. INSTALL PER IMC SECTION 307.2.3.4 REQUIREMENTS. REMARK NOTES: 1. FCU SHALL BE PROVIDED WITH INTEGRAL DISCONNECT BY MANUFACTURER UNIT HEATER SCHEDULE (ELECTRIC) SPLIT SYSTEM AIR CONDITIONING SCHEDULE MANUFACTURER/ MODEL NO. CFM KW INDOOR UNIT REMARKS CONDENSING UNIT VOLT PH I DISC INDOOR UNIT CODE MANUFACTURER/ MODEL NO. TYPE ELECTRIC COIL SUPPLY CFM CLG CAP. MBH ELECTRICAL COND. UNIT CODE MANUFACTURER/ MODEL NO. CONDENSING UNIT ELECTRICAL SEER REMARKS VOLT PH MCA VOLT PH MCA I DISC. FUSE FEEDER 11 208 1 30A/3P 20A FRS -R (3#12, 1#12G) 3/4"C MCA DISCON. FEEDER FUSE CODE MANUFACTURER/ (CU) MODEL NO. CLG CAP MBH HTG CAP MBH 3 ELECTRICAL 30AI3P MIN. SEER REMARKS GENERALNOTES: 1. PROVIDE UNIT MOUNTED THERMOSTAT. 2. PROJECT ELEVATION = 5400'. REMARK NOTES: WE VOLT AC -1 MITSUBISHI MSY-GL18NA-U1 WALL MOUNTED 235 600 18 208 1 1 CU -1 MITSUBISHI MUY-GLIBNA-U1 208 1 14 30 V3P 20A FRN -R (3#12, 1#12G) 3/4"C 20.5 A o�oRroOyyF�s V��POBEHy" Fp i 422 } SS%ONALE��'\ 03.25.2021 No. Dale Issue 0&]8.10 MIRK GENERALNOTES 1. PROVIDE CHECK VALVE AND SHUT OFF VALVE ON EACH PUMP. SEE GENERAL DETAIL ON DRAWINGS. 5+ FCU -A FIRST CO I9HX(8)-C CORRIDOR 630 0.3 130 78 GENERALNOTES 1. JOBSITE ELEVATION = 5400'. 2. DIVISION 26 SHALL PROVIDE WIRING BETWEEN CONDENSING 3. ROUTE CONDENSATE TO NEAREST APPROVED RECEPTACLE. 4. PROVIDE WALL MOUNTED THERMOSTAT. REMARKS: A. INDOOR UNIT FED FROM OUTDOOR UNIT ON ROOF. PROVIDE UNITS AND EVAPORATOR SECTION. PROVIDE WITH CONDENSATE PUMP, POWERED BY DIVISION 26. CONNECTING FEEDER AND MAKE ALL FINAL CONNECTIONS. 18 UNIT HEATER SCHEDULE (ELECTRIC) CODE (EUH) MANUFACTURER/ MODEL NO. CFM KW ELECTRICAL REMARKS FLA VOLT PH I DISC FUSE FEEDER I ELECTRIC COIL NO. OF PUMPS GPM(EA) ELECTRICAL (FCU) DISCHARGE SIZE (EA) RPM CONDENSING UNIT A OMARK MUH05-81 350 5 13.9 208 3 30A/3P 20A FRS -R (4#12, 1#12G) 3/4"C LAT (-F) (-F) B OMARK MUH03-21 350 2.2 11 208 1 30A/3P 20A FRS -R (3#12, 1#12G) 3/4"C MCA DISCON. FEEDER FUSE CODE MANUFACTURER/ (CU) MODEL NO. CLG CAP MBH HTG CAP MBH 3 ELECTRICAL 30AI3P MIN. SEER REMARKS GENERALNOTES: 1. PROVIDE UNIT MOUNTED THERMOSTAT. 2. PROJECT ELEVATION = 5400'. REMARK NOTES: WE FAN COIL SCHEDULE (HEAT PUMP/ELECTRIC) - CORRIDORS ■ KEPHART community • planning • architecture 25SS WP NUT STREET DENVER, COLORADO 80205 CODE FAN DX COIL I ELECTRIC COIL NO. OF PUMPS GPM(EA) ELECTRICAL (FCU) DISCHARGE SIZE (EA) RPM CONDENSING UNIT Z ELECTRICAL W CODE MANUFACTURER/ MODEL NO. AREA SERVED ESP CFM (IN.) MIN OSA EAT (-F) LAT (-F) (-F) CLG CAP MBH HTG GAP MBH I EAT (-F) LAT 240V RATED (-F) KW OUTPITr KW HP VOLT PH MCA DISCON. FEEDER FUSE CODE MANUFACTURER/ (CU) MODEL NO. CLG CAP MBH HTG CAP MBH 3 ELECTRICAL 30AI3P MIN. SEER REMARKS DB WE VOLT PH MCA FUSEDISCON. 235 FEEDER 3 1750 3 20B 3 15A FRN -R 30A/3P (4#12,#12G)3/4"C (1)(2)(3)(4)(5)(6) //W C '0 o�oRroOyyF�s V��POBEHy" Fp i 422 } SS%ONALE��'\ 03.25.2021 No. Dale Issue 0&]8.10 MIRK GENERALNOTES 1. PROVIDE CHECK VALVE AND SHUT OFF VALVE ON EACH PUMP. SEE GENERAL DETAIL ON DRAWINGS. 5+ FCU -A FIRST CO I9HX(8)-C CORRIDOR 630 0.3 130 78 60 52 18 18 53 85 8 5.2 1 1/8 1208 1 1 1 38 1 60A/3P (3#8,1#10G)VC40 FRS -R I CU -A I TRANE 4TWR4018G1 16.8 15.1 1 208 1 1 1 12 120A FRS -R 1 30A13P (3#12,1#12G)3/4'C 14 A Heel 2. PROVIDE CONTROL PANEL WITH THERMAL SHUT-OFF RELAYS AND MOISTURE DETECTION INDICATOR - (Zoeller 10-1111X). 3. PROVIDE FOUR FLOAT SWITCHES WITH WEIGHTS (ZOELLER 10-1883) AND FOUR POSITION FLOAT SWITCH BRACKET (ZOELLER 10-0253). 4. PROVIDE PUMP WITH 3' HORIZONTAL FLANGE OUTLET, 3" CHECK VALVE (ZOELLER #30-0160) AND 3 -SLIP TO SLIP PVC BALL VALVE (ZOELLER 30-0221) FOR EACH PUMP. 5. PROVIDE 3" HORIZONTAL FLANGED RAIL SYSTEM (ZOELLER #39-0094) AND STAINLESS STEEL LIFTING CABLE FOR EACH PUMP. GENERALNOTES: 1. JOB SITE ELEVATION=5400 FT. 2. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HIS AND OVER PER MENA STANDARD MG1-2003, TABLES 12-12 AND 12-13. 3. PROVIDE ENCLOSURE WITH DUCTED SUPPLY AND RETURN CONNECTIONS AND FACTORY ACCESS PANEL. 4. INTERLOCK OUTSIDE AIR MOTORIZED DAMPER WITH FCU OPERATION. 5. PROVIDE CONDENSATE OVERFLOW SWITCH CONFORMING TO UL 508. INSTALL PER IMC SECTION 307.2.3.4 REQUIREMENTS. REMARKS: A. PROVIDE HEAT PUMP KIT. 6. PROVIDE WITH ZOELLER NEMA 4 CONTROLS. SUMP PUMP SCHEDULE 111 �� ■ KEPHART community • planning • architecture 25SS WP NUT STREET DENVER, COLORADO 80205 CODE MFR. MODEL SERVICE TYPE NO. OF PUMPS GPM(EA) FT HD (EA) DISCHARGE SIZE (EA) RPM Z ELECTRICAL W REMARKS HIS VOLT PH FUSE DISC. FEEDER SP -1 ZOELLER 61 HD STORM DRANAGE DUPLEXALTERNATING 1 235 20 3 1750 3 208 3 15A FRN -R 30AI3P (4#12, #12G)3/4"C (1)(2x3)(4)(5)(6) SP -2 ZOELLER 61 HD STORM DRANAGE DUPLEXALTERNATING 1 235 20 3 1750 3 20B 3 15A FRN -R 30A/3P (4#12,#12G)3/4"C (1)(2)(3)(4)(5)(6) //W C '0 o�oRroOyyF�s V��POBEHy" Fp i 422 } SS%ONALE��'\ 03.25.2021 No. Dale Issue 0&]8.10 MIRK GENERALNOTES 1. PROVIDE CHECK VALVE AND SHUT OFF VALVE ON EACH PUMP. SEE GENERAL DETAIL ON DRAWINGS. 5+ 5 2. PROVIDE PREMIUM EFFICIENCY MOTORS FOR MOTORS 1 HP AND OVER PER MENA STANDARD MG1-2003, TABLES 12-12 AND 12-13. pct iIW DJV I'mpC pesgne REMARK NOTES s 07/25/2019 JobNumIxT 218094 Dmwn By CP CIRded By 1. PROVIDE ZOELLER NEMA4 DUPLEX ALTERNATING CONTROL PANEL WITH ALARM, BECON, HOA SWITCHES AND DRY CONTACTS FOR REMOTE ALARM MONITORING. Tae ELECTRICAL SCHEDULES Sheet NumWr Heel 2. PROVIDE CONTROL PANEL WITH THERMAL SHUT-OFF RELAYS AND MOISTURE DETECTION INDICATOR - (Zoeller 10-1111X). 3. PROVIDE FOUR FLOAT SWITCHES WITH WEIGHTS (ZOELLER 10-1883) AND FOUR POSITION FLOAT SWITCH BRACKET (ZOELLER 10-0253). 4. PROVIDE PUMP WITH 3' HORIZONTAL FLANGE OUTLET, 3" CHECK VALVE (ZOELLER #30-0160) AND 3 -SLIP TO SLIP PVC BALL VALVE (ZOELLER 30-0221) FOR EACH PUMP. 5. PROVIDE 3" HORIZONTAL FLANGED RAIL SYSTEM (ZOELLER #39-0094) AND STAINLESS STEEL LIFTING CABLE FOR EACH PUMP. 6. PROVIDE WITH ZOELLER NEMA 4 CONTROLS. 111 �� ■ KEPHART community • planning • architecture 25SS WP NUT STREET DENVER, COLORADO 80205 ZNKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720-399-2410 KGOKLOKGROUP.COM U) Z W M 5 O U l^ LU (DLJ- V 9 � Z L.L /� `1 F- Lt- Q Qw LU L.L. U) W I N rU)r^ vJ O w U 2 //W C '0 o�oRroOyyF�s V��POBEHy" Fp i 422 } SS%ONALE��'\ 03.25.2021 No. Dale Issue 0&]8.10 MIRK 5+ 5 pct iIW DJV I'mpC pesgne DMB s 07/25/2019 JobNumIxT 218094 Dmwn By CP CIRded By DS Tae ELECTRICAL SCHEDULES Sheet NumWr Heel SHEET NOTES E47 SITE LIGHT SHOWN FOR REFERENCE ONLY, SPECIFICATION AND DESIGN TO BE COMPLETED IN FUTURE DRAWING SET. E48 PROVIDE (2#10.#10G)3R"C FEEDER TO SITE LIGHT TO ACCOUNT FOR VOLTAGE DROP. ENTRE CIRCUIT TO BE CONNECTED TO TIME CLOCK IN FIRST FLOOR ELECTRICAL ROOM. IIIIH'II]EIN GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILD OUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS, REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IFA CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. S. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH -INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH -INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AN SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND " CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20- AMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENS/FOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-0" OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT - INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 21 OR (B). PROVIDE A REMOTE GEL DEVICE LOCATED 6" BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GR CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. 111I +` KEPHART Ommunity. planning . architecture 2MS WPLNNT STREET DENVER, COLORADO 80205 zNKLOK GROUP BOX 914 GOLDEN,00. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM UI Z W M O U O/ V LU 9 � Z L -L /m `1 Q Qw LU w U) W I N rU)r^ vJ O w U 2 W 0 o�pRroou�F�s V SDI Fp °6t 42 1 } SS%ONALE��'\ 03.25.2021 No. Da[e Issue 0&]8.10 MRTA1 5+ 5 ng en so Di DuleC Deegaer DMB s 07/25/2019 JONI 218094 Down By CP CIaWtl By DS Ttle ELECTRICAL SITE PLAN Sheet Number E1=0e0 G1 - G2 - G3 - SHEET NOTES E31 PROVIDE DUAL POWERSHARE ELECTRIC VEHICLE CHARGER. (M, 1N10G) 314.0. BASIS OF DESIGN: LEVEL 2 CHARGE POINT. E33 EMERGENCY FIXTURES TO BE PROVIDED WITH 90 MINUTE INTEGRAL BATTERY BACKUP. E34 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTS. PROVIDE WITH 15 MINUTE TIME OUT. E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING t GB GC GD GE GF GA GB (GC (GD GE 1 OVERALL GARAGE BASEMENT ELECTRICAL PLAN Ll 3/32" = 1'-G" GF N ® IT PROJECT - G1 te:101:1 AImkq[a]I 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLAN5 OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY, 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATAITELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS G2 FOR "SYSTEMS WITH" CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. - G3 18. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENS/FOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-0" OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GFI DEVICE LOCATED 6" BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. 111 �� ■ KEPHART community a planning a architecture 2555 WPLNUT STREET DENVER, COLORADO 80205 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKLOKGROUPACOM U) H Z W M 5 O U l^ OL W �UT1 / V ^1 1 �9 LLE Z L.L F_ Q w W^Q LL T W U) W N rU)r^ vJ O w U 2 LU 'N0r o�pRroou�F�s V��PO�Yy"' Fp �t 422 1 } SS%ONALE��'\ 03.25.2021 No. Orta Issue 0&]8.10 MRTPl 041 5 Rn 1w DJV DObd 0ev9ne DMB a 07/25/2019 JobNumIxT 218094 Down By CP CNdae By DS Tea OVERALL GARAGE BASEMENT ELECTRICAL PLAN S5eel Number E1-1 a0 G1 G2 G3 SHEET NOTES E15 MECHANICAL UNIT TO BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS. REFER TO MEP SCHEDULES. E31 PROVIDE DUAL POWER -SHARE ELECTRIC VEHICLE CHARGER. (M, 1#103) 314T, BASIS OF DESIGN: LEVEL 2 CHARGE POINT. E33 EMERGENCY FIXTURES TO BE PROVIDED WITH SO MINUTE INTEGRAL BATTERY GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. GA GB GC �GD GE GF 1 OVERALL GARAGE LEVEL 1 ELECTRICAL PLAN 3/32" = 1'-0" N y � Z m PROJECT 18. ARRAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENS/FOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-0" OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GFI DEVICE LOCATED 6" BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. BACKUP. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. EN PROVIDE CEILING MOUNTED OCCUPANCY SENSORTO CONTROL LIGHTS. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, community a planning a architecture CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR E42 SIGN WITH 90 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS BOX 914 TO NORMAL CIRCUIT OF ANY SWITCHING WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND Phone: 720399-2410 KGDKLOKGROUP.COM MILLWORKOFARCHITECTURAL ALLOR MENUFACTUSIONS RE'S E63 PROVIDE 30A13P DISCONNECTWITH 30 FRN -R FUSING FOR TRASH COMPACTOR. PAGS. OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP SHOP Z FEEDER SHALL BE I4#10,1#f OGl1'C. ALSOINSTALL FEEDER IN CONDUIT DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. BETWEEN THE DISCONNECT AND THE POWER UNIT CONTROL PANEL.REFER M 5 TO MANUFACTURER'S WIRING DIAGRAM. COORDINATE EXACT LOCATIONS WITH 3. UPON COMPLETION OF THE PROJECT, THE BUILDING INSTALLATION MANUAL. PROVIDE EMERGENCY POWER OFF BATCH IF NOT ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PROVIDED BY MANUFACTURER. PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS W �UI�1 / V ^1 1 SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY LLE Z L.L INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR W BUILDING MANAGEMENT. T � ^ W VJ W 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR N TU)r^ vJ ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT O BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE 2 BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE � DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN LU A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE N0 AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS �t FOR HEIGHTS REQUIREMENTS. Al, 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE No. Date Issue CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT 2 01.1 t a1VNERR aN IMMEDIATELY, 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO DJV DObd 0ev0ne ROUGH -IN. a 07/25/2019 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL 218094 Dmwn8y RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER C14da6 By DS ON THE COVER PLATE. REFER TO BUILDING OUTLINE OVERALL GARAGE LEVELI SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL ELECTRICAL PLAN Sheet NumWr INFORMATION. E1-1 a1 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT, REFER TO BUILDING OUTLINE GA GB GC (GD GE GF SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATAITELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE — G DEVICES REMAIN ON EXISTING— — EUHCONTRACTOR 13. ELECTRICAL COORDINATE SHALL COORDATE EXACT + B LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - F1 HP -2A38,40 INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS HP -1:71 FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO F1 E34 ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING H 1:71 _ TRASH COLLECTION E33 O • E33 • E33 SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER ---- 130 F2E HP -1:71 F2 HP -1:71 F2E HP-1:71LOCAL HP F2E HP -1:71 CODES AND FIRE DEPARTMENT. COORDINATE WITH F1 :12 E63 , F2 -1:71 ARCHITECTAND IACONTRACTOR TO PROVIDER F1 , ,12 HS4E1 PRICE SEPARATE PRICE ALLOWANCE. IF 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT 2A19 F1 LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH- INS,CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS M FOR AN SYSTEMS WITH CONTRACTOR PRIOR TO — — G2 COORDINATEWITHTOGH-IN. — — — — — — — �I�F 15 EU 4E ATEPRIITE ALLOWANCE. HP -2A:32,34,36 E33 A 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL T11 171 EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH Xi MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO O HP -1:71 BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. GA GB GC �GD GE GF 1 OVERALL GARAGE LEVEL 1 ELECTRICAL PLAN 3/32" = 1'-0" N y � Z m PROJECT 18. ARRAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENS/FOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-0" OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GFI DEVICE LOCATED 6" BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. 111 �� ■ KEPHART community a planning a architecture 2MS WPLNUT STREET DENVER, COLORADO 80205 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) H Z W M 5 O U cf) O/ W �UI�1 / V ^1 1 �LU 9 LLE Z L.L F_ Q W W ^Q LL T � ^ W VJ W N TU)r^ vJ O W U 2 � LU N0 o�pRroou�F�s V��PO�Yy"' Fp �t 422 1 } Al, 03.25.2021 No. Date Issue 0&]9.10 MTDPL 2 01.1 t a1VNERR aN 9 5 r0 1w DJV DObd 0ev0ne DMB a 07/25/2019 JobNumIxT 218094 Dmwn8y CP C14da6 By DS Tae OVERALL GARAGE LEVELI ELECTRICAL PLAN Sheet NumWr E1-1 a1 G1 - G2 - SHEET NOTES E31 PROVIDE DUAL POWERSHARE ELECTRIC VEHICLE CHARGER. (M, 1N10G) 314.0. BASIS OF DESIGN: LEVEL 2 CHARGE POINT. E33 EMERGENCY FIXTURES TO BE PROVIDED WITH 90 MINUTE INTEGRAL BATTERY BACKUP. E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING GA GB (GC (GD GE GF GA GB (GC (GD GE GF /.1 OVERALL GARAGE LEVEL 2 ELECTRICAL PLAN Vl 3/32" = 1'-0" N (15y IT Z IT PROJECT - G1 te:101:1 AImkq[a]I 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLAN5 OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY, 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATAITELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS q FOR "SYSTEMS WITH" CONTRACTOR PRIOR TO ROUGH -IN. GG COORDINATE WITH ARCHITECT AND A(VCONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. - G3 18. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENS/FOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-0" OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GFI DEVICE LOCATED 6" BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. 111 �� ■ KEPHART community a planning a architecture 2MS WPLNUT STREET DENVER, COLORADO 80205 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKLOKGROUPACOM U) H Z W M 5 O U l^ OL W �UT1 / V ^1 1 �9 LLE Z L.L F_ Q w W^Q LL T W U) W N TU)r^ vJ O w U 2 LU 'N0r o�pRroou�F�s V��POSEYy"' Fp �t 422 1 } SS%ONALE��'\ 03.25.2021 No. Orta Issue 0&]9.10 MRTPl 041 5 RC 1w DJV DObd 0ev9ne DMB a 07/25/2019 JobNumIxT 218094 Down By CP C14daJ By DS Tae OVERALL GARAGE LEVEL ELECTRICAL PLAN Sheet Number E l ml G1 - G2 - G3 - SHEET NOTES E31 PROVIDE DUAL POWERSHARE ELECTRIC VEHICLE CHARGER. (M, 1N10G) 314.0. BASIS OF DESIGN: LEVEL 2 CHARGE POINT. E33 EMERGENCY FIXTURES TO BE PROVIDED WITH 90 MINUTE INTEGRAL BATTERY BACKUP. E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING GA GB (GC GD GE GF GA GB (GC (GD GE GF [ 114304HlICry(15 N y C Z IT PROJECT - G1 te:101:1 AImkq[a]I 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLAN5 OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY, 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATAITELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR "SYSTEMS WITH" CONTRACTOR PRIOR TO ROUGH -IN. GZ COORDINATE WITH ARCHITECT AND A(V CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. - G3 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 18. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENS/FOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-W OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GFI DEVICE LOCATED 6" BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GR DEVICE INDICATING EQUIPMENT BEING PROTECTED. 111 �� ■ KEPHART community a planning a architecture 2MS WPLNUT STREET DENVER, COLORADO 80205 NKLOK GROUP BOX 914 GOLDEN,QO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) H Z W M 5 O U l^ OL W / �UT1 V �9 LLE Z LLE L.L F_ Q w W^Q LL T W U) LU N TU)r^ vJ O w U 2 � LU 'N0r o�pRroou�F�s V��POSEYy" Fp �t 42 1 } SS%ONALE��'\ 03.25.2021 No. Orta Issue 0&]9.10 MRTPl 041 5 RC 1w DJV DObd 0ev9ne DMB a 07/25/2019 JobNumIxT 218094 Down By CP C14daJ By DS Tae OVERALL GARAGE LEVEL 3 ELECTRICAL PLAN Sheet Number E1-1 a3 G1 - G2 - G3 - SHEET NOTES E31 PROVIDE DUAL POWERSHARE ELECTRIC VEHICLE CHARGER. (M, 1N10G) 314.0. BASIS OF DESIGN: LEVEL 2 CHARGE POINT. E33 EMERGENCY FIXTURES TO BE PROVIDED WITH 90 MINUTE INTEGRAL BATTERY BACKUP. E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING tI GB (GC t t GF MANENIffAd N (15y C Z IT PROJECT GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLAN5 OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY, 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATAITELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR "SYSTEMS WITH" CONTRACTOR PRIOR TO ROUGH -IN. G2 COORDINATE WITH ARCHITECT AND A(VCONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 18. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENS/FOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-W OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GFI DEVICE LOCATED 6" BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GR DEVICE INDICATING EQUIPMENT BEING PROTECTED. 111 �� ■ KEPHART community a planning a architecture 2MS WPLNUT STREET DENVER, COLORADO 80205 NKLOK GROUP BOX 914 GOLDEN,OO. 80402 Phone: 720399-2410 KGQKL0KGROUP.l U) H Z W M 5 O U l^ OL W / �UT1 V �9 LLE Z LLE L.L F_ Q w W ^Q LL T �r n^ LU ) LL.� V N TU)r^ vJ O w U 2 � LU 'N0r o�pRroou�F�s V��POSEYy" Fp �t 42 1 } SS%ONALE��'\ 03.25.2021 No. Orta Issue 0&]9.10 MRTAL 2 91.1 t CWNEAR aN 9 5 RC 1w DJV DObd 0ev9ne DMB a 07/25/2019 JobNumIxT 218094 Dmwn8y CP C14daJ By DS Tae OVERALL GARAGE LEVEL4 ELECTRICAL PLAN Sheet Number E1-1 a4 G1 G2 G3 SHEET NOTES E31 PROVIDE DUAL POWERSHARE ELECTRIC VEHICLE CHARGER. (3#8,1#103) 314.0. BASIS OF DESIGN: LEVEL 2 CHARGE POINT. E68 PROVIDE EXIT SIGN WITH WMINUTE INTEGRAL BATTERY BACKUP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING. EXITSIGNSHALLBE MOUNTED TO POLE THAT SUPPORTS THE FB FIXTURE. POLE BASE SHALL BE COORDINATED WITH ARCHITECT AND STRUCTURAL ENGINEER. GA GB (GC GD GE GF te:101:1 AImkq[a]I 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY, 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATAITELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AN SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. G2 COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. GA GB (GC (GD GE GF rl OVERALL GARAGE ROOF LEVEL ELECTRICAL PLAN 1 3/32„ = 1,A„ 18. ARRAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMEFIRS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENS/FOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-W OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GFI DEVICE LOCATED 6" BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. L 111 �� ■ KEPHART community a planning • architecture 2SS WPLNUT STREET DENVER, COLORADO 80205 NKLOK GROUP BOX 914 GOLDEN,OO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) H Z W M 5 O U l^ W / �U�1 V ^ LJ— �9 LLE Z LLE L.L F_ Q w W^Q LL T W U) W N rU)r^ vJ O w U 2 LU o�pRroou�F�s V��PO�Yy" Fp �t 42 1 } SS%ONALE��'\ 03.25.2021 No. Dale Issue 2 PWSIoN 5 Nn Imu DJV DObd 0evyne DMB . 07/25/2019 218094 Down By CP CIaWtl By DS TBe OVERALL GARAGE ROOF ELECTRICAL PLAN 6heel Number E1-1.5 Dw Fw I I I III T I I I I I I I I I I I I qNw (�Dw �F I (15s) ---I- 1 s5 (13s)-- - - --�13s IHH'E Ee He (11s� { 11s) n3 na A� I I I 10 - 0 ET 25' X UNIT AD m � �I ISO, 0 — — — — I— — — — — — 8n - �s RE: HEEIT° �- L--]-—- t2mom a—C ------ --4 I -------—----- F_ F_ — — — — —— — — *1n I fI I I I I I I I i I �B Ce Ee He J� L Me Oe 0 � Cie rl OVERALL BASEMENT ELECTRICAL PLAN ' I I I SHEET NOTES: 14n'. Q1=I11WEli 11Mo mINS v EF--- ' �UNIT B29 EF — — I�10I�IN GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOE ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND A/V CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRINC ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. ENLARGEDI ENLARGED A' AREA'AREA 'B' AREA'D' I AREA -C N KEY PLAN (t A+ PROJECT KEPHART community a planning a architecture 2555 WPLNnT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po MENOMINEE �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) MMM Z W M O U l^ /W�u�1 Lu ^1 1 �D Z L.L /laa� `1 (IfQ w w^Q LL T W U) Lu I U) >N O w U /Lu 'N0r o�oRrooyyF�s V��POSBHy"' Fp i 422 } SS%ONALE��'\ 03.25.2021 No. Dale Issue 0&]8.10 MRTPl 5 .n IN DJV Hohn pevyDe DMB JoblNumlLar 218094 Fmwny07/25/2019 CPDS LL BASEMENT ELECTRICAL PLAN MoUNumber E2 -0a1 191 SHEET NOTES: E25 PROVIDE POWER TO FIROSMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. E29 PROVIDE QUAD RECEPTACLE AND DEDICATED CIRCUIT FOR PLUMBING WATER HEATER CONTROLS, DOMESTIC WATER CIRC PUMP AND DOMESTIC WATER MIXING VALVE. COORDINATE FINAL CONNECTION WITH MANUFACTURER, THEY MAY REQUIRE HARDWIRE. E37 PROVIDE FUSED DISCONNECT FOR ELEVATOR MAIN POWER. COORDINATE FINAL LOCATION AND POWER REQUIREMENTS WITH ELEVATOR SUBMITTAL. RE: ELEVATOR SCHEDULE. E38 PROVIDE FUSED DISCONNECT FOR ELEVATOR CAB LIGHTS. COORDINATE FINAL LOCATION AND POWER REQUIREMENTS WITH ELEVATOR SUBMITTAL. n ENLARGED BASEMENT ELECTRICAL PLAN -AREA B GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR DDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT E25 LBUILDOUT. ELINESPE IR ATIONSUi ESSOTIBIDETOTHE'AL BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE E29 FDIRECTED BY NMR, BUILDING eMANAGEMENT i2u0mcoiRCnnTenTIN A WRITTEN FORM. Minmu vnwc. JINATEFINAL CONNECTION WITH MANUFACTURER, THEY 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE E37 FANG REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FFOR HEIGHTS REQUIREMENTS: MENTS WITH ELEVATOR SUBMITTAL. RE: ELCVA i UK sUHLOIJ L, E38 6. FENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE LCEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY, 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED AREA 'A' AREAS' AREA -D' I AREA'C' N KEY PLAN ® ®Z PROJECT KEPHART community • planning a amhitectwe 2SS WALNUT STREET DENVER, COLORADO 80205 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2470 K LOKGROUP.COM U) FOMM Z W M O U cf) LU (D0/ V ^1 1 �Lu 9 Z L.L /8aa� `1 Q W W ^Q LL T W � ^ W VJ N rU)r^ vJ O W U W 'N0r o�pFps V��......PQSBA`y^' Fp �t 42 i } SS%ONALE��'\ 03.25.2021 No. Orta Issue 0&]8.10 M"X 5 Dal 1w DJV P.oied pev9ne DMB Dale 07/25/2019 Joblhamit 218094 Dmwn By CP CMdaJ By DS Tae ENLARGED BASEMENT ELECTRICAL PLAN -AREA B SBeel NumEer E2-0a3B SHEET NOTES: US PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. E46 PROVIDE FRONT ACCESS ONLY MAIN SWITCHBOARD. REFER TO ONE LINE. E50 PROVIDE SINGLE CIRCUIT, 60M,,120V, 20A INVERTER TO PROVIDE 90 MINUTE BATTERY BACKUP FOR EMERGENCY LIGHTING. REFER TO PANEL SCHEDULES. 1/551, = 11-01 GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS O FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO 5 ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE OR DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED AREA 'A' AREAW ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.RN.n.Po Moslem �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGOICLOIDGROUP.00101 U) Z W M O U l^ LU (DOL V Lu ^1 1 �9 /Baal Z L.L `1 Q W^Q w LL T U) I W W N rU)r^ vJ O w U W 'N0r o�pFys V��......POSBA`y" Fp �t 42 I } NAIL 03.25.2021 03.25.2021 No. Dude Issue 0&]8.10wwJhmTTAL 5 an imu DJV DeFGtDagne DMB % 07/25/2019 JONI 218094 Down By CP C14da6 By DS ITO& ENLARGED BASEMENT ELECTRICAL PLAN -AREA C EMeet NumWr E2mm0a3C SHEET NOTES: GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AIV SYSTEMS WITH " CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND A/V CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED ARE A'A' AREA B1 ENLARGED'- --I-' ENLARGE AREA Q' I AREA'C' N KEY PLAN ® ' z PROJECT �® KEPHART community • planning • architecture 2565 WALNUT STREET DENVER, CDLoR M0 80205 �KLOK GROUP BOX 914 GOLDEN,OO. 80402 Phone: 720399-2410 KGOICUCKGROIJI U) Z W M O U l^ LU (DOL V LU ^1 1 �9 Z L.L /8..� `1 Q w W^Q LL T W U) W I N TU)r^ vJ O w U 2 W o�pFps V��......POSBA`ye' Fp i 422 } NAIL 03.25.2021 03.25.2021 No. Dl Issue 0&]8.10 M"X 5 roles iso DJV mien pevyne DMB Dale 07/25/2019 JoblNumther 218094 Drawn By CP Chei By DS Title OVERALL LEVEL/ ELECTRICAL PLAN Sheet Numher E2-1.1 SHEET NOTES: US PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. E30 RECEPTACLE PROVIDED FOR SHUTOFF VALVE. COORDINATE FINAL CONNECTION WITH MANUFACTURER, IT MAY REQUIRE HARDWIRE. E41 PROVIDE REMOTE BUTTON FOR SHUNT TRIPPING HP -ENS MAIN BREAKER. LOCATE PER FIRE DEPARTMENT REQUIREMENTS, BUT OUT OF PUBLIC ACCESSIBILITY. E65 PROVIDE (2)3" CONDUITS WITH PULL STRINGS FROM ROOF TO THIS ROOM FOR FUTURE SOLAR PANEL FEEDERS. CONFIRM EXACT ROUTING WITH ARCHITECT PRIOR TO INSTALLATION. n ENLARGED LEVEL 1 ELECTRICAL PLAN -AREA A 19J GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/rELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED EA AR'A' AREAS' AREA -D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po Moslem NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) MMM Z W M O U l^ LU (DOL V Lu ^1 1 �9 Z L.L /8aa� `1 Q w W^Q LL T W UI LU N TU)r^ vJ O w U W 'N0r o�pFps V��......PQSBA`y" Fp �t 42 1 } NAIL 03.25.2021 03.25.2021 No. De[e Issue 0&]8.10 MRTPL XON MI 2 01.1 t a C 041 m 5 an imu DJV D FC pagne DMB % 07/25/2019 JONI ITO& 218094 Down By CP CIreWtl By DS ENLARGED LEVEL ELECTRICAL PLAN -AREA A SSeel NumWr E2=1 a3A SHEET NOTES: US PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/rELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. --- (14n) 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGED I ENLARGED AREAW AREAS' AREA -D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 25FS WALNUT STREET DENVER, COLORADO 80205 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGOICUCKGROUP.001101 U) Z W M O U l^ LU (DOL V LU ^1 1 �9 Z L.L /saa� `1 Q Qw LU U U) LLU I N TU)r^ vJ O w U 2 W 'N0r o�pDUFps V...... .... POSBA`y" Fp �t 42 1 } NAIL 03.25.2021 03.25.2021 No. get Issue 0&]8.10 M"X 5 Dal imu DJV Pmied pevyne DMB Dale 07/25/2019 218094 Dmwn By CP CMdeJ By DS Tae ENLARGED LEVEL ELECTRICAL PLAN -AREA B Steel Number E2=1 a3B 'III _ U 1 C7 —Iwww IELEC �III a; © rel M MUNIT A2.1 ® ©_[I�I ! ■� �I • - - FED FROM DEEIB RE ONE -LINE 1, ..., _m �aI iW■ AC,GFCI I 7_ a� � -� U'N I.rIs i _Aa■�— .� �'7w'AFw_,-,.•I, ®�I��-.1I- ii- ��, •�e -�e�.•B _ �-o5I•B L.�':-1� ._•,- �� R--- - -r-ate. . Or•i—. ,.r I s_®_ {I ��i■®il� ■ �II V7i�4�lala c• ,� _ - �.I L_ _' ISIS _ ml Ilr�l �; I - I iei►1 Imo, I --11—__ -----_ _�_ X11 _�. � � ill � \�• .,�i� 1 �i ..I �®_ ■11 �IT, n 1 11111: I II 9eL it FIJI 0111 11iII ill salmi UNIT 32e.1Iq■ij,"I�II c�i�■ ■II i.. IH -- C7, • — le HP -1 I �I 4 __=?i�_�1� ■II II■ ■II■II jl�`��'IsWATERIA;.T'll 1 n .�„�..�„�,..--....,�,•..,...,I ^ _rte ■l�,1is II _II u II■ ■II ■II IIGI�I _ _ I �� ® Ir I awl —■1--- ■I•� I Iii ll\'■■L���.��„��.Tmm „III 1— '��MUNIT 132e.1RE ONE -LINE -- 1FED FROM DEElB IIIEm ii€>;�II L�� lei 07 \�\� a X41 — I ®■IU■�1 �`\\� '�le_ �,h1'I� I� Iilll� ►�I_��'-11 L�I�iL\il' �. •r. -® 9 li='I I -Aa . C �® I �m d — SHEET NOTES: GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL E15 MECHANICAL UNITED BE PROVIDED WITH INTEGRAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION DISCONNECTING MEANS. REFER TO MEP SCHEDULES. PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL US PROVIDE POWER TO FIRE/SMOKE DAMPERS IN THIS AREA CODES AND REQUIROTHER EMENTS. CODES ARE TO BE UNDERSTOOD =BA ERHIS61 AS MINIMUM REQUIREMENTS. E36 POWER SHOWN FORS BASED ON 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. 2 PREVIOUS DESIGN. RIFY EXACT LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT,DEVICES, REQUIREMENTS WITTTAL FOR THIS CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS 4 0 I 0 0 R WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND SUPPLIES. REFER TO SHEET TD3-0.0. COORDINATEWITH MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN TECHNOLOGY CONTRACTOR AND SHOP DRAWINGS. OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP E50 PROVIDE SINGLE CIRCUIT, 60M, 120V, 20A INVERTER TO DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. PROVIDE 90 MINUTE BATTERY BACKUP FOR EMERGENCY LIGHTING. REFER TO PANEL SCHEDULES. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING E51 MAIN SERVICE TECHNOLOGY CONDUITS SHALL BE PER ENGINEERING DEPARTMENT SHALL BE ISSUE D WITH UPDATED �� LOW VOLTAGE DRAWINGS. COORDINATE EXACT QUANTITY PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS AND LOCATION WITH LOW VOLTAGE CONSULTANT. SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY 0 PROVIDE WIREMOLD 2000 SERIES MOUNTED TO BOTTOM INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE OF BAR. PROVIDE BLACK FINISH IN BAR 119 AND WHITE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR FINISH IN SUNROOM 1218 SUNSET 410. PROVIDE A 120V BUILDING MANAGEMENT. RECEPTACMOUNTING LE EVERYOCATIO WITH HARC ARCHITECT AND INTERIOR 4 REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOE MOUNTING LOCATION WITH AH MILLWORK PROVIDER INTERIOR DESIGNER. COORDINATE WRNS AND ROVIDE.ADDITIONAL INFORMATION A IDE TENANT NECESSARY ACCSSORIE IONS AND PROVIDEALL BUILDOUT. ELECTRICAL SPECIFICATIONS UN ESSOT OTHERWISE THE NECESSARY ACCESSORIES. BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE E69 PROVIDE FLOOR BOX WITH SINGLE GANG,SINGLE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN RECEPTACLE FOR SPIN BIKE. LOCATE PER AWRITTEN FORM. A CH CU LD E SI05. 2 PR V 12 V,1 P WE TO SPA H TE .P OVI E 5. AND REQUIRED RE THAT HEIGHTS. NEW DEVICES ARE RCHIT CTURAED MB,SQUARE (2#12,1#12G)CU3MECREEDER ANDTHERMALOVE RLOAD AND HEIGHTS REQUIREMENTS. REFER TO ARCHITECTURAL DRAWINGS SWITCH. FOR HEIGHTS REQUIREMENTS. E73 PROVIDE 120V, 1 P POWER TO POOL GAS HEATER, PROVIDE 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE (912,1#12G)CU 3MEC FEEDER AND THERMAL OVERLOAD CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT SWITCH. IMMEDIATELY. 4 PROVIDE 208, 1 P POWER TO POOL RECIRC PUMP. PROVIDE 30#J3P DISCONNECT WITH IOAMP FRN.R FUSES. PROVIDE 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL (302,1#12)CU 314•C FEEDER. PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER E5 PROVIDE 208, 1 P POWER TO SPA RECIRC PUMP. PROVIDE CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, 30#J3P DISCONNECT WITH IOAMP FRN.R FUSES. PROVIDE EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO (3#12,1#12)CU 314•C FEEDER. ROUGH -IN. E76 PROVIDE 200, 1 P POWER TO SPA THERAPY PUMP. PROVIDE 30#/3,1 DISCONNECT WITH 15AMP FRN -R FUSES. PROVIDE 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL (3#12,1#12)W 314'C FEEDER. RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER E77 PROVIDE 120, 1 P POWER TO SPA AND POOL LIGHTS. ON THE COVER PLATE. REFER TO BUILDING OUTLINE PROVIDE(2#12,1#121CU 314'C FEEDER. SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 7s 2 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH 6 COMMUNICATION CONTRACTOR PRIOR TO ROUGH IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 5 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO QS PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING 3S ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 'Zn 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED 1 n WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES ANDIOR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN WITH OTHER PA SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND 'MUD -IN” TYPE. GENERAL ORDECONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6' D' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.6 (B). PROVIDE A REMOTE GF DEVICE LOCATED 6” BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING Ij PROTECTED. I may, ® gyg FS -1 01 'NIP ® ® qIF O 9 0� ®® 0 0 ft n Me Oe Qe n E 1/8„ = I,-D„NLARGED LEVEL 1 ELECTRICAL PLAN -AREA C Vl ENLARGED I ENLARGED AREAW AREAW ENLARGED `ENLARGEI AREA'D' I AREA'C' N KEY PLAN ® w®Z PROJECT KEPHART community • planning a architecture 2555 WPLNUT STREET DENVER, COLORADO 80205 .,.,..xy,N mm �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM I— Z LU M O O 8aa� LU iY U 0 LU (If `1 (If Q W ^Q T. W LL U) I w LU N U) Q O �w U LU CD 'N0r v��IL�•v"��,��o { 422 } mat 03.25.2021 03.25.2021 No. DI Issue 0&]8.10 METAL 2 01.1 1CWTPR CN 5 9 mv .n IMN DJV R FC pagne DMB % 07/25/2019 JONI 218094 umwn By CP C6eGaa By DS Tae ENLARGED LEVEL ELECTRICAL PLAN -AREA C MMNumOel E2=1 a3C SHEET NOTES: E15 MECHANICAL UNIT TO BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS. REFER TO MEP SCHEDULES. E25 PROVIDE POWER TO FIRE/SMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. Us PROVIDE QUAD RECEPTACLE AND DEDICATED CIRCUIT FOR PLUMBING WATER HEATER CONTROLS, DOMESTIC WATER CIRC PUMP AND DOMESTIC WATER MIXING VALVE. COORDINATE FINAL CONNECTION WITH MANUFACTURER, THEY MAY REQUIRE HARDWIRE. E61 PROVIDE FLOOR BOX WITH SINGLE GANG DUPLEX RECEPTACLE, E62 PROVIDE FLOOR BOX WITH ONE GANG FOR DUPLEX RECEPTACLE AND TWO GANGS FOR AVIDATA RECEPTACLES. COORDINATE WITH LOW VOLTAGE DRAWINGS AND CONTRACTOR. E65 PROVIDE(2)3- CONDUITS WITH PULL STRINGS FROM ROOF TO THIS ROOM FOR rl ENLARGED LEVEL 1 ELECTRICAL PLAN -AREA D GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. S. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/rELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6' D' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED AREA 'A' AREA W AREA'D' I AREA'C' N KEY PLAN ® j PROJECT KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x"RN"n.Po Moslem �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 K LOKGROUP.COM U) Z W M O U l^ LU (DOL V Lu ^1 1 �9 Z L.L /8aa� `1 Q w W^Q LL T W U) W I N TU)r^ vJ O w U W 'N0r o�pFps V��......POSBYy"' Fp �t 42 1 } NAIL 03.25.2021 03.25.2021 No. De6e Issue 0&]8.10 MRTPL XON MI 2 01.1 t a C 041 m 5 an imu DJV W FC pagne DMB % 07/25/2019 JONI ITO& 218094 Down By CP ClwdaJ By DS ENLARGED LEVEL ELECTRICAL PLAN -AREA D MMNumOer E2=1 a3D SHEET NOTES: GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS 23 B DW FW J J K L / NW PW R J SHEETS,WARRANTIESEQUIPMENT PRIND OR TO LAST PAYMENT FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LABS PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOF ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS III FOR HEIGHTS REQUIREMENTS. UN R Bae UNITA7 UNITAiUNITB2 UNITA7 UNITA7 UNIT 32 UNITA7 UNITA7 UNIT We 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE uy ru CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT ® ® ® ® o Q IMMEDIATELY. 4 ]. ELECTRICAL IELDVE IFY WITTOR ALLREFERTTE MILL WORKER PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, D9 _ O — O o _ 1 EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. AO e. THERECEPTACLES ELECTRICAL TALLSWITH PANEL DRS ALL NATION EL AND CI ELECTRICAL / p RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER 18n X — — 1Vn) ON THE COVER ATIONS AND TAIL TO SHEET FOR A Dw Fw .. NW �� P AO -� SPECIFICATIONS ANO DETAIL SHEET FOR ADDITIONAL __�l 7s)�I — INFORMATION 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL `,rel �� DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT 'I IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL p � FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH /15s 0 (1 J$) APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. `1 JJ$ 11 JJ$ /0 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER D OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE (13$ — 13$ I (14n — — 114n) SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL IENAN ELECOMMU THE ELECTRICAL CABLING SHALL BE INSTALLED BY I 1 / RESPONSIBLE ENDOR.FOR THEEATINGND VERIFY RON BO BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX UNIT 82e MINE NIT 132e AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH ®1 Ee He ® COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 0 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE 1 I Me Oe DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. N 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT ' 1 LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: �(11s A3 A3 (12n - 2n) FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO zo ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER I 1 UNIT A2 LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A 10 UNIT B29—SEPARATE SEPARATE PRICE ALLOWANCE. ® 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT 25 - - - o - - - 25 LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. ED n COORDINATE WITH ARCHITECT AND A/V CONTRACTOR TO UNIT Al UNIT id UNIT AlUNIT i PROVIDE A SEPARATE PRICE ALLOWANCE. AA UNIT B7 _ _ _ _ UNIT B7 — 15. ELECTRICAL CONLOCATIONS FOR SHALL COORDINATE CONNECTION N REQUI ICAC 7s — — — — oTl rP 7$ EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING EMEEUNITA7 UNIT Al UNIT B2e ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MINE1 • CFEEME • C MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO UNIT 428 J "'M BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL • INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH 6`6 ® THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS Q — — — — — REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF — O ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED �— — — � — — — — — — � — WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES O AND/OR APPARATUS WITH DRYWAU BE RUNG S TED. ACCESS 5 UNIT AI 5 PANELS REQUIRED WITHIN WITHOTHERPA SHALLBE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES UNIT A277D 1 UNIT B281 AND GENERAL LL BE CONTRACTO SIZE HALL COORED AND DINATE MUD-IN"AR TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT IIW`j UNIT 132e PRIOR TO ORDERING OR INSTALLATION. 17. T7ALL 125 -VOLT, SINGLE PHASE, TIONS, 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION — — AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, 3S EXTERIOR OF THE BUILDING OR WITHIN 6'-D" OF SINK, WHETHER BEHIND -FAULNCESORWITE 9RUPTBINET, SHALLHAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR p� a PERSONNEL PER N.E.C. BELOW HED EI PROVIDER REMOTE BREAKE F UN R Biel -UNIT B I I I I 1 n o p 1 n DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EC JIPMENT, VENDING MACHINES, ETC. D p LABEL REMOTE GFI DEVICEINDICATING EQUIPMENT BEING UNIT 33eUNIT B3 I 0 0 ENLARGED ENLARGED AREA 'N AREAS'23 B Ce Ee He J I o 0 Me Oe Qe R S ENLARGED ENLARGED AREA',' AREA'C' _1--0 -------...._.._. _... N KEY PLAN ® ®Z PROJECT KEPHART community • planning • architecture 2555 WPLNnT STREET DENVER, COLORADO 80205 .,.,..x.RN.n.Po mommommoll �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGOICUCKGROUI U) Z W M 5 O O l^ W ru�1 / V L.1_ ^1 1 �Lu 0 Z L.L /8••� `1 F_ LLQ Qw LU L.L. U) W I N Q U) �w O U LU '^0 o�oRrooyyF�s V��pOSBry4�+s�0 i 422 } NAIL 03.25.2021 03.25.2021 No. Dale Issue 0&]8.10 MRTP1 5+ � 5 RC ibtl DJV R Fd pagne DMB N 07/25/2019 JONI 218094 mwn Y CP CWded By DS TWO OVERALL LEVEL 2 ELECTRICAL PLAN BBeel NumWr E2-2.1 SHEET NOTES E15 MECHANICALUNIT TO BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS. REFER TO MEP SCHEDULES. US PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. E37 PROVIDE FUSED DISCONNECT FOR ELEVATOR MAIN POWER. COORDINATE FINAL LOCATION AND POWER REQUIREMENTS WITH ELEVATOR SUBMITTAL. RE: ELEVATORSCHEDULE. E38 PROVIDE FUSED DISCONNECT FOR ELEVATOR CAB LIGHTS. COORDINATE FINAL LOCATION AND POWER REOVIREMENTS WITH ELEVATOR SUBMITTAL. E50 PROVIDE SINGLE CIRCUIT, 600W 120V, 20A INVERTER TO PROVIDE 90 MINUTE BATTERY BACKUP FOR EMERGENCY LIGHTING. REFER TO PANEL SCHEDULES. kCe Ee He 6 K rl ENLARGED LEVEL 2 ELECTRICAL PLAN -AREA A GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA7TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE OR CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE OR DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED EA AR'A' AREAS' AREA -D' I AREA'C' N KEY PLAN (t A+ PROJECT 23 KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.PN.n.Po Moslem �KLOK GROUP BOX 914 GOI DEN,CO. 80402 Phone: 720399-2410 KGOICUOKGROUP.00111 U) Z W M O U l^ O� LU (D^ V 1 1 �LU 9 Z L.L /8aa� `1 Q w W^Q LL T W U) W I N rU)r^ vJ O w U W 'N0r o�pFps V��......POSBA`y" Fp �t 422 1 } NAIL 03.25.2021 03.25.2021 No. Drta Issue 0&]8.10 M"X 5 an imu DJV D FC pagne DMB lDae 07/25/2019 JONI ITO& 218094 Down By CP CIreWtl By DS ENLARGED LEVEL ELECTRICAL PLAN -AREA A Sbeel Number E2=2a3A SHEET NOTES: US PROVIDE POWER TO FIREGIVOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. n ENLARGED LEVEL 2 ELECTRICAL PLAN -AREA B X18 ) GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/rELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. /L-\ 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT 16n) LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH- `� INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH --�14n) THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE OR DEVICE INDICATING EQUIPMENT BEING PROTECTED. I /12n 11 Gn) ENLARGED AREA'A' ENLARGED AREA'B' /I—II AREA -D' I AREA'C' N KEY PLAN (t A PROJECT KEPHART community • planning a architecture 25FS WPLNnT STREET DENVER, COLORADO 80205 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGOICUCKGROUP.001111 U) Z W M O U l^ LU (DOL V LU ^1 1 �9 Z L.L /saa� `1 Q w W^Q LL T W UI LU N TU)r^ vJ O w U 2 W o�pFps V��......POSBA`y" Fp �t 422 i } NAIL 03.25.2021 03.25.2021 No. Drte Issue 0&]8.10 M"X 5 Dal 1w DJV c.oied pevyne DMB Dale 07/25/2019 JobNI 218094 Dmwn By CP CIwcwd By DS Tae ENLARGED LEVEL ELECTRICAL PLAN -AREA B Meet Number E2-2a3B SHEET NOTES: US PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. E50 PROVIDE SINGLE CIRCUIT, 60M,,120V, 20A INVERTER TO PROVIDE 90 MINUTE BATTERY BACKUP FOR EMERGENCY LIGHTING. REFER TO PANEL SCHEDULES. -12n) ll ENLARGED LEVEL 2 ELECTRICAL PLAN -AREA C GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. %$ IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE 6 DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS 5 FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. E WITH SECURITY CONTRACTORSHALL FOLLALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING 4r� ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 3$ 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED 2n WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES ANDIOR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES 1 n AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE OR CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE OR DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED EA AR'A' AREAW ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN ® ®Z PROJECT KEPHART community • planning a architecture 2555 WPLNUT STREET DENVER, COLORADO 80205 .,.,..x.PN.n.Po Moslem �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGOICUCKGROUP.00101 U) MMM Z W M O U cf) LU (DO/ V ^1 1 �Lu 9 /saa� Z L.L `1 Q W^Q w LL T U) I W W N rU)r^ vJ O w U 2 W o�pRroou�Fys i 422 } SS%ONALE��'\ 03.25.2021 No. Dale Issue 0&]8.10 NRTAl. 5 an imu DJV D FC pagne DMB lDae 07/25/2019 JONI 218094 Down By CP CSeGaJ By DS ITO& ENLARGED LEVEL ELECTRICAL PLAN -AREA C EMeet NumWr E2mm2a3C SHEET NOTES: US PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. 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ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOE ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT,, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. DRAWINGS LOCATIONS OF REFER EQ ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT IN ADDITION,ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS TIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES ANDIOR APPARATUS WITHIN DRYWALL RYWAL BE RING SHALL ACCESS PANELS REQUIRED WITHIN WITH OLDER PA SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD - TYPE. AR GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED AREA 'A' AREA W AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a amhitedum 2556WPLNIITSTREET DENVER, COLORADO 80205 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) MINEEN Z W M C) U cf)/ L�1 V ^1 1 �0 Z L -L /8aa� `1 Q w W^Q LL T W UI LU N rU)r^ vJ O w U LU o�pRroou�F�s V��P09EM1`4�+s�0 i 422 } SS%ONALE��'\ 03.25.2021 No. Dale Issue 0&]8.10 MRTPl 5 an imu DJV Hohn DevyDe DMB % 07/25/2019 218094 own y CP C6eGa6 By DS Tae ENLARGED LEVEL ELECTRICAL PLAN -AREA D S6eel NumEer E2-2a3D 6 IF UNIT839 = AO UNIT 132e MEN= -U-a- MI� .- ��I I — ■�� .��■ _ I 11 I��� I�■�I 11 I tel■ � ���' I t"t I ���:" � _911 �� II ■ 'Il I� Li4Il,-ml _riL�■ - IBM Fw i___________—.____________■ a c �I ON MEN immoom Moll 16 01. Sam From 110-M-lims -a J—— —� ————�-�--�- a SHEET NOTES: 71 UNITmmc= �I ® — ® UNIT Me I Ii MEN.M. III —I V7UNITB3 UNIT B� R S n OVERALL LEVEL 3 ELECTRICAL PLAN Vl 1/16" = 1'-0„ GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOF ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN ET, OF SINK, WHETHER BEHIND GROUND -FAULT CIRCUIT -INTERRUPTER WITHIN ERRUPT RPR SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. BELOW HED EI PROVIDER REMOTE BREAKE F DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER N KEY PLAN ®®z PROJECT KEPHART community a planning a architecture 2555 WPLNnT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po MENNEN �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGOICUCKGROUP.001101 U) Z W M C) O l^ Lu (DOL V Lu 0 � Z L.L /� `1 (IfQ w w^Q LL T W U) ) W N r�r^ vJ O w U W N0 o�pRroou�F�s V��P09EM1`4�+5�0 i 422 } SS%ONALE��'\ 03.25.2021 No. Drte Issue 0&]8.10 MRTPl 04, � 5 .d dect DJV Rood peegner DMB Ne 07/25/2019 JONI 218094 rewn Y CP CM1eGaJ By DS Two OVERALL LEVEL 3 ELECTRICAL PLAN BBeel NomEer E2-3.1 SHEET NOTES E15 MECHANICAL UNIT TO BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS. REFER TO MEP SCHEDULES. US PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. E50 PROVIDE SINGLE CIRCUIT, MOM, 120V, 20A INVERTER TO PROVIDE 90 MINUTE BATTERY BACKUP FOR EMERGENCY LIGHTING. REFER TO PANEL SCHEDULES. 23 �B Ce Ee He n ENLARGED LEVEL 3 ELECTRICAL PLAN -AREA A GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. S. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES ANDIOR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED EA AR'A' AREAS' AREA -D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2555 WPLNUT STREET DENVER, COLORADO 80205 .,.,..x.PN.n.Po Moslem �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) Z W M O U l^ LU (DOL V LU ^1 1 �9 Z L.L /8aa� `1 Q Qw LU U U) LLU I N rU)r^ vJ O w U W 'N0r o�pFps V��......POSBA`y" Fp �t 42 i } NAIL 03.25.2021 03.25.2021 No. De[e Issue 0&]8.10 M"X 5 an imu DJV D FC pagne DMB lDae 07/25/2019 JONI ITO& 218094 mwn By CP CIreWtl By DS ENLARGED LEVEL ELECTRICAL PLAN -AREA A BSeel Number E2 -13A SHEET NOTES: E25 PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. n ENLARGED LEVEL 3 ELECTRICAL PLAN -AREA B vs„ = 1 -D. GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/rELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE OR CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I /12nI� ENLARGED ENLARGEDA AREAS' AREA -D' I AREA'C' N KEY PLAN (t A+ PROJECT 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT 16n) LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH- / INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS community • planning a architecture FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. �KLOK COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL Phone: 720399-2410 EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING U) ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO Z BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL W INFORMATION. �AA� ­1Yn) 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES ANDIOR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS l^ PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE LU ^1 1 INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES Z AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. /saa� `1 GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE OR CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I /12nI� ENLARGED ENLARGEDA AREAS' AREA -D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2SS WPLNIIT STREET DENVER, COLORADO 80205 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGOICUCKGROUP.001111 U) Z W M O U l^ LU (DOL V LU ^1 1 �9 Z L.L /saa� `1 Q w W^Q LL T W UI LU N TU)r^ vJ O w U LU 'N0r o�pDUFps V...... .... POSBA`y" Fp �t 42 i } NAIL 03.25.2021 03.25.2021 No. get Issue 0&]8.10 M"X 5 roles imu DJV cmied pevyne DMB Dale 07/25/2019 JoblNumit 218094 Dmwn By CP CMdeJ By DS Tae ENLARGED LEVEL ELECTRICAL PLAN -AREA B Meet Number E2 -13B 7$ — Me I I III II II II I ses■Q, ■ Mee � l 0 �� 'ItI�LI��L. Ivl I FT • ® 75 FIN a �� I � I. 1 III RE: ..::: UNITAI I= RE D FROM DR 3B RE: ONE -LINE I I / I NINE 27—M NO I WIN ffN2 o IMLLrLrr0A ---------—-—-—-—-—-—-—-- 2n — --- — — — — — — — —2n - 1n I I I UNIT Bae FED FROM DB3B RE: ONE -LINE I I I 13 I I I I I I j �L Me Oe aceimiclj UNIT B2a FED FROM DB -3B RE: ONE -LINE IS UNIT A2 FED FROM DIMS RE ONE -LINE — HP3B2 ® UNIT 132e FED FROM DB -BB RE:ONE{INE I — UNIT Me — FED FROM DB -3B R UNITINE UNIT WE FED FROM DBI RE: ONE -LINE SHEET NOTES US PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. E50 PROVIDE SINGLE CIRCUIT, 600W,120V. 20A INVERTER TO PROVIDE 90 MINUTE BATTERY BACKUP FOR EMERGENCY LIGHTING. REFER TO PANEL SCHEDULES. --T12n) - 10 GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOF ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER ATIONS AND TAIL TO SHEETBUILDING FOR IN ADDITIONAL SPECIFICATIONS ANO DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR AIV SYSTEMS WITH " CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES ANDIOR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED AREA 'A' AREAW ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community • planning a amhitectwe 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.RN.n.Po INEEMEN �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKL0KGR0UI H Z W M O 0 U cf) LU (DJ/ V ^^ o I..L z IY ~f— Q W^Q w LL T U) I W W N rU)r^ vJ O w U 2 W 'N0r o�pRp,DO LIYFaJ' i 422 i SS%ONAIE��'\ 03.25.2021 No. I Issue 0&]8.10 M6TP1 5 an imu DJV R FC pagne DMB % 07/25/2019 JONI 218094 umwn By CP CIRdaJ By DS Tae ENLARGED LEVEL ELECTRICAL PLAN -AREA C MMNumEer E2-3a3C SHEET NOTES: US PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. 23 � Ce K I I I I I I CAI I 1 FCAU ) 1 UNIT 829 IRP -34:14,16 FED FROM DB -34 HPJB:4.6 E25 HP -38:1.3.5 ELEV.1 RE: ONE{INE LOB B E101 25 ---- HP -3A 2 25 O 6 ._.. .__ CU A HP-3BS 304 ao'E25 CORRIDOR ® o HP -33:2 300 HP -38:18,20 0 6 I LJ 7S — _____ ® _ _UNIT Bi_ — — — UNITA7 _ UNIT Al FED FROM DB -3B FED FROM DB -3B O ® o. FED FROM DB3A RE: ONE -LINE RE:ONE{INE ❑ I'o de RE ONE -LINE UNIT Al I UNITA29 FED FROM DB 3B FED FROM DB- STG 5T RE: ONE -LINE RE: ONE -LINE 50 58 5 9 r IL o° 1 UNIT A2 ® �0 FED FROM DBI UNIT Al M RE: ONE{INE FED FROM DB -3A RE: ONE{INE 4s -� - - - Pa -------- ---- - 4s a d � �I ---------------- D a ----T UNIT ME UNIT B3 FED FROM DB -3A FED FROM DB -3A RE: ONE{INE RE: ONE -LINE 5 23 � Ce Ee He J� ENLARGED LEVEL 3 ELECTRICAL PLAN -AREA D eiwkm mmotrim 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOP ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER ATIONS AND TAIL TO SHEET FOR IN ADDITIONAL SPECIFICATIONS ANO DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. DRAWINGS LOCATIONS OF REFER EQ ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT IN ADDITION,ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS TIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A BEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRINC ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGED I ENLARGED AREA 'A' AREA W AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT 111 �� ■ KEPHART community • planning a amhitectwe 25SS WPLNnT STREET DENVER, COLORADO 80205 .,.,..x.PN.n.Po INEEMEN FrLIKLOK GROUP BOX 914 GOLDENI 80402 Phone: 720399-2410 KGDKLOKGROUP.COM H Z W M O U cf) LU (D V Z LL /8aa� `1 Q w W^Q LL T U) ) LU LU N Q U) �w O U LU 1010 o�pRloou�F�s G��POSBA`4`�+1�0 i 422 } SS%ONALE��'\ 03.25.2021 No. Drte Issue 0&]8.10 MRTPl 5 an imu DJV DMB 07/25/2019 JONI 218094 mwn CP [ELECTRICAL DS RGED LEVEL3 PLAN -AREA D mm3a3D SHEET NOTES: 23 B Dw Fw n K � Nw Pw R S v'lI !m 61 c7�=LiNEI m i� NINE ��EIf! I� � OM _ 0ii.���r.�li_ = ��, n a I� Illl allllllllllll I ��� r.'o —� ._ _ _ — _ _ _ _ _ _ _ _ _' — _ _ _ Imo■iii �- = — - — — T1 ft - 17 1■ _�___ ■���I. �� r 11 C I , 2 I „ 2 1 r -�� L•�I - •-I �� Ian I,�■I I- — — — — _ 25 — 1 'i 11• �� aa. --i.. __ ..i 1I� J■�l —i.. �� ..��� aa. �.� GIS IL�ILI IIS ��.• ■ ■Ii■� „ ..:I- - lllr- -i .. �- Cit II■ 1■•�I, _ I•. ]�I �� � II � .�� � �� � ��� III ■�J �—JC:—� -- L 71� ■���� L N � ■_� I SII ONCE] 111romi1=1111111 D D UNIT Bae. UNIT B3 I I I I I I I 0 0 23 B Ce Ee He Me Oe Qe R S n C OVERALL LEVEL 4 ELETRICAL PLAN 1/16" = 1'-U" GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOF ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR AIV SYSTEMS WITH A/V CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND A/V CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS F CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICALOUTLINE CONTRACTOR PRION FOR RADDITI N. REFER TO BUILDING OUTLINE SPECIFICATION FOO ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED AREAW AREAS' ENLARGED AREA'D' N KEY PLAN ® 4 PROJECT KEPHART community • planning • amhitectwe 25SS WPLNIIT STREET DENVER, COLORADO 80205 .,.,..x.RN.n.Po �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKL0KGROUP.00M Z W "' M 5 O O V L.1_ LU 0 � Z L.L F_ LLQ Qw LU LU U) L.I.. I N rU)r^ vJ O w U 2 fW V '^0 o�pRroou�F�s V��pOSBry4�+s�0 i 422 } NAIL 03.25.2021 03.25.2021 No. Deft Issue 0&]8.10 MRTPl 5� .n imu DJV n0bn pevyDe DMB NB 07/25/2019 JONI 218094 rmmwny CID CWdaJ By DS TWO OVERALL LEVEL 4 ELECTRICAL PLAN B MNumEer E2-4.1 SHEET NOTES E15 MECHANICAL UNIT TO BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS. REFER TO MEP SCHEDULES. US PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. E36 INDOOR AC UNIT TO BE POWERED VIA OUTDOOR CU UNIT ON ROOF. PROVIDE FEEDER BETWEEN THE UNITS AND MAKE ALL FINAL CONNECTIONS. E50 PROVIDE SINGLE CIRCUIT, 600W, 120V, 20A INVERTER TO PROVIDE 90 MINUTE BATTERY BACKUP FOR EMERGENCY LIGHTING. REFER TO PANEL SCHEDULES. E60 PROVIDE WIREMOLD 2000 SERIES MOUNTED TO BOTTOM OF MR. PROVIDE BLACK FINISH IN BAR 119 AND WHITE FINISH IN SUNROOM 121 & SUNSET 410. PROVIDE A 120V RECEPTACLE EVERY 24". CONFIRM LENGTH AND EXACT MOUNTING LOCATION WITH ARCHITECT AND INTERIOR DESIGNER. COORDINATE WITH MILLWORK PROVIDER. MAKE ALL FINAL CONNECTIONS AND PROVIDE ALL NECESSARY ACCESSORIES. fI/L:JIHIQ9Y GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. S. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/rELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES ANDIOR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED EA AR'A' AREAS' AREA -D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2555 WPLNUT STREET DENVER, COLORADO 80205 .,.,..x.PN.n.Po Moslem �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGOICLOKGROUP.001111 U) Z W M O U l^ LU (DOL V LU ^1 1 �9 Z L.L /8aa� `1 Q Qw LU U U) LLU I N TU)r^ vJ O w U LU 'N0r o�pFps V��......POSBA`y" Fp �t 42 1 } NAIL 03.25.2021 03.25.2021 No. Dale Issue 0&]8.10 M"X 5 an imu DJV D FC pagne DMB % 07/25/2019 JONI ITO& 218094 Down By CP CIreWtl By DS ENLARGED LEVEL ELECTRICAL PLAN -AREA A BSeel Number E2=4a3A 19 SHEET NOTES: US PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES, E36 INDOOR AC UNIT TO BE POWERED VIA OUTDOOR CU UNIT ON ROOF. PROVIDE FEEDER BETWEEN THE UNITS AND MAKE ALL FINAL CONNECTIONS. irc:WsIE1y GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS. ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. S. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/rELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH - INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED AREA 'A' AREAS' AREA -D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2SS WALNUT STREET DENVER, COLORADO 80205 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGOICLOIDGROUP.001111 U) MMM Z W M O U l^ LU (DOL V Lu ^1 1 �9 Z L.L /8aa� `1 Q w W^Q LL T W UI LU N TU)r^ vJ O w U W 'N0r o�pFps V��......POSBA`y" Fp �t 42 1 } SS%ONAIE��'\ 03.25.2021 No. Orta Issue 0&]8.10 M"X 5 Dal 1w DJV Pmied Devyne DMB Dale 07/25/2019 JobNI 218094 Dmwn By CP CMde6 By DS Tae ENLARGED LEVEL ELECTRICAL PLAN -AREA B S6eel NumWr E2=4a3B K \LJ Me Oe Ce I—ILJL"�u a I�w IL� I I 5— HP -08:10 HP UNITA2 E31 ❑ ® FED FROM DB -0B ELEV.1 E25 RE ONE -LINE 25 E101 ELS. CLO 401m HP -08:2 .__ t l --_. O TDF --Q-o ____ 1 11.j n - - HP -08:39 FCU CORRIDOR O !- 0 ~ 0 A 400 0 OI ❑ I ----- ----- UNIT A7 UNIT BI 7s UNIT A7 ��R-0� 0 FEROM DB -0B ___ — — 0, QP O FED FROM DB -0B RE: ONE -LINE Orb dlo ® ❑ RE:ONE-LINE IIIIII III III III���WWW ® UNIT B2e UNIT A7 FED FROM OB -0B RE:ONE{INE FED FROM DB -0B RE- ONE -LINE STG ST 69 cc 0 OI __ ,� I I I UNIT 82 FED FROM DB -0B RE: ONE -UNE UNIT B2e FED FROM 0848 RE:ONE{INE - - --- - - - - - - + - - - - + -- b t FU HP4B:14,16 A . ------------ `L}177 I 1n I STAIR 1 - D UNIT Bae FED FROM DB -08 RE: ONE -LINE® E38 UNIT Bae ............ ............ � AC � FED FROM OB48 RE: ONE -UNE 1 o;0 0 c 0 0'0 �L Me Oe Qe �R SHEET NOTES: GENERAL NOTES: US PROVIDE POWER TO FIREISMOKE DAMPERS IN THIS AREA. COORDINATE FINAL 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL LOCATION WITH OTHER DISCIPLINES, CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION E36 INDOOR ACUNRTO BE POWERED VIA OUTDOOR CU UNIT ON ROOF. PROVIDE PROJECT FOR RULES AND REGULATIONS.SAFETY-,NEC-,LOCAL FEEDER BE TWEE NT HE UNITS AND IAOUTD FIN4L UNITO TOOF CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. E50 PROVIDE SINGLE CIRCUIT, SIM, 120V, 20A INVERTER TO PROVIDE 90 MINUTE BATTERY BACKUP FOR EMERGENCY LIGHTING. REFER TO PANEL SCHEDULES. 2, THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOF ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 10 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CEN EKED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL 2rJ PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. Sn 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. \/ 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH 5 INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. E WITH SECURITY CONTRACTORSHALL FOR ALSO INTER COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL 4S EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL 3$ INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF 'Ln ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES ANDIOR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE - 1n INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6' D' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGED I ENLARGED AREAW AREAW ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 25SS WALNUT STREET DENVER, COLORADO 80205 .,.,..x.PN.n.Po INEEMEN �KLOK GROUP BOX 914 GOLDENI 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) MINEEN Z M O O l^ LU (D^ 0� V 1 1 �Lu 9 /8aa� Z L,L `1 Q W^Q w LL T U) I W W N U) Q O �w U 2 LU o�pRroou�Fys i 422 i SS%ONALE��'\ 03.25.2021 No. Data Issue 0&]8.10 MRTPl � 5 an ibtl DJV Props Dagne DMB % 07/25/2019 218094 mwn y CP CIRda6 By DS Tae ENLARGED LEVEL ELECTRICAL PLAN -AREA C SBeel NomWr E2=4a3C UNIT 132e FED FROM DB -0A US RE: ONEIINE HP -0A2 UNITA2 FED FROM OB -0A ® — RE:ONElINE UNIT A2 FED FROM D134A Fm RE: ONE -LINE FED FROM D84A RE: ONE -LINE ll ENLARGED LEVEL 4 ELECTRICAL PLAN -AREA D I HP -0B:4,8 i SOL O 0 o I —UNIT B1 FED FROM DB -0A RE'. ONE -LINE //� rW UNITA7 FED FROM DB 4A 60 RE' ONE -LINE STAIR 2 5102 o _ UNIT All — FED MOM DB -0B RE' ONE -LINE UNITA7 FED FROM DB4B RE: ONE -LINE UNIT B3 FED FROM DB -0A RE ONE -LINE 9 1 I i i I I 23 B Ce Ee He SHEET NOTES E25 PROVIDE POWER TO FIREISMOKE DPMPERS IN THIS AREA. COORDINATE FINAL LOCATION WITH OTHER DISCIPLINES. E36 INDOOR AC UNIT TO BE POWERED VIA OUTDOOR CU UNIT ON ROOF. PROVIDE FEEDER BETWEEN THE UNITS AND MAKE ALL FINAL CONNECTIONS. T1 E28 � CORRIDOR 400 HPP -0B:2 oL Qc 7$ °Ib UNITA7 FED FROM DB413 RE:ONE{INE GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOP ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR AIV SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRINC ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES ANDDR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20AMPERERECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-P' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. I ENLARGEDI ENLARGED AREA 'A' AREA W AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 25SS WPLNUT STREET DENVER, COLORADO 80205 .,",..x.RN.".Po INEEMEN �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) MINEEN Z LU M O 0 U cf)LUI� O/ (V ^1 1 �LU 9 Z L.L /Eaa� `1 Q Q LLJ LU T. LU U) W I N Q U) O LU c) 2 LU o�pRroou�F�s V��PO�Yy"' Fp i 422 } SS%ONALE��'\ 03.25.2021 No. Dale Issue 0&]8.10 MRTAl. 5 an imu DJV 07/25/2019 kmwnyDMB 0 US 218094 CPDS ENLARGED LEVEL ELECTRICAL PLAN -AREA D Meet NumWr E2mm4a3D SHEET NOTES E6 PROVIDE FUSED DISCONNECT AT EVERY CONDENSING UNIT ON THE ROOF. COORDINATE WITH MEP SCHEDULES AND MECH CONTRACTOR. E39 PROVIDE WE, GFCI RECEPTACLE MOUNTED AT CONDENSING UNIT. PROVIDE UNISTRUT MWNTING IF NECESSARY. E40 PROVIDE POWER TO RADON FANS IN ATTIC SPACE. COORDINATE EXACT LOCATIONS WITH RADON SUBMITTAL (PROVIDE BY OTHERS IN FUTURE SUBMITFALI. MAKE ALL FINAL CONNECTIONS. E66 PROMDE(1) T CONDUIT WITH PULL STRING FROM THIS AREA OF ROOF TO STORAGE ROOM ON FIRST FLOOR FOR FUTURE SOI -AR PANEL FEEDERS. CONFIRM EXACT ROUTING WITH ARCHITECT PRIOR TO INSTALLATION. 23 B Dw Fw �Y) K 1\ ) L Nw Pw R S I I I I I I I I I I I Ce Its 10 - - H 0 _ 7® ® ® ® ® ® ® ® ® ® n i 0 3 v a a �v v E �E 6 1a 1a v v 6 7f v a a v v 6 0 SRI, O 'v 'v 1TEI i H_ 7S - - -�, r r mtiri 6 \�V/r u I j: HE 61 4D m I I I I I I I I FIT E40 i LID m -m m m m -4B:15 HP -0B:15 HP -0B:15 16 HP -48:15 - H 4&33o �p_ (18n _ HP 44.9 — — �1Vn) � — Nw `J Pw ®d 0 116n} - -ct®r - - ----16n) ®1 ®1 I14n - - ® ®1 - - -----�14n) gL HP -0A:9 �HP48.33 Me Oe Is EdO E39 (TYP) (12n — - - - -----12n)\/ \/ TIM HP -0A:9 31G:7HP-4A: WP D vmce wzmc-HP-0A'.9 HP-4A:9O e ITT ttTT TT TT TT - - n (TYP) t 7 HP -0A t" I 8 �t ' 1 HP7 - t i�2n , ___ __41I LID H m m m 1 _ 23 B Ce Ee He J� Me Oe bQe R bs OVERALL ROOF LEVEL ELECTRICAL PLAN 1116 GENERALNOTES 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT, IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOP ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILDOUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS, CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATA/TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENT: FOR AIV SYSTEMS WITH AIV CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND A/V CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES ANDIOR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD -IN" TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENSIFOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-0' OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(B). PROVIDE A REMOTE GF DEVICE LOCATED 6- BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVIGBINDICATING EQUIPMENT BEING ENLARGEDI ENLARGED AREA'A' AREAS' ENLARGED AREA'D' N KEY PLAN ® ®z PROJECT KEPHART community • planning a architedum 2566WPLNUTSTREET DENVER, COLORADO 80205 LIKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 ICGQKL0KGROUP.COM Z W M 5 O 0 U L]—V LU 9 � Z L.L F_ LLQ Qw Q_ LU T. '^ W (J, L.L.I N rU)r^ vJ oLU U LU C '^0 OU C GV�O POSBH4aSF0 i 422 } NAIL 03.25.2021 03.25.2021 No. Dale Issue 0&]8.10 M6TPL 2 01.1 1 amNEnn ary 9 5 an ibtl DJV ROTC Designer DMB Me 07/25/2019 JONI 218094 rew0 y CP CNOW By DS Two OVERALL ROOF LEVEL ELECTRICAL PLAN Steel Number E2mol SHEET NOTES EM PROVIDE CEILING MOUNTED OCCUPANCY SENSORTO CONTROL LIGHTS. PROVIDE WITH 15 MINUTE TIME OUT. E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E43 CIRCUIT CONTROLLED BY TIME CLOCK. E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO W%. PROVIDE UL924 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES K L Nw Pw R S I I ENLARGED BASEMENT LIGHTING PLAN -AREA B D GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FIXTURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (B)). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. 2n) N KEY PLAN (t A+ PROJECT OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL 8n) ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT community • planning a architecture AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND BOX 914 SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE GOLDENI 80402 RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR KGDKLOKGROUP.COM COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. M 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE 6n) LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. U 3, CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED V PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO Ef POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. Q A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE L.L.I CONTROLLED. 4n) B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. N rHr^ vJ FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. w U PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. 2n) N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 ;NKLOK GROUP BOX 914 GOLDENI 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) ressess Z W M 5 O U OL V LLJ�0 Ef Z Q L.L.I W ^Q LL T W U) W N rHr^ vJ O w U 2 W C 0 o�pRroou�F�s V��POSEYy" Fp i 422 } SS%ONALE��'\ 03.25.2021 No. get Issue 0&]8.10 MRTP1 5+ 5 ng roles 4W DJV Proied DevOne DMB Dale 07/25/2019 218094 Dmwn By CP CMdaid By DS Tae ENLARGED BASEMENT LIGHTING PLAN -AREA B SBeel NumEer E3-0a3B T T Me Oe I O I HP -B:50 /A Xi E42 I_JI � II_ IIL;LJ�N L HP -B: F3 E49 O UNIT A2 I 1 — F3 P-131.5— — — HP -B:58 HP-B:SBo Fd o IQD F3 F3 — Ed2 X2 FlE THI62 9_ o s — HI68 ---------- F1E F3 EL C. HP -B:62 00 E49 CORR. F1E 004 7 H P -B:62 3 'HP -EF F1E F3 HP -B:82 UNIT B2e F4 HP -B 56° HP -B:58 F3 -- m — — — — — — — — — — — — — — — — 113 69' 0 I F4 B:58 UNIT B2e SHEET NOTES: GENERAL NOTES: E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED TO VIDE EXIT SIGN WITH 90 OF ANY SWITCHING CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSION: OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, E43 CIRCUIT CONTROLLED BY TIME CLOCK. PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTRE CLARIFICATION. HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO W%. PROVIDE UL924 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM NTH 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH NORMAL FIXTURES LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELNERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS Zn) BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITS THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE AL50 PERMITTED. IN ADDITION, MINIMUM O WEIGHTINGNO.9 LESS THAN 50 POUNDS SHALL HAVE EMINIMUM OF TWO N0. 9 GAUGE WIRES E CONNECTED FROM THE OPPOSITE CORNERS E THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FRON THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE (B)). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT 1 O REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH 1 EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX �\ WITH SINGLE COVER PLATE. Q ) 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY 8n CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORT COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7S 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER, 6 EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUAGE, AND QUANTITY O POWERFINAL PACKS REQUIRED, ED CIRCUITING, 5 VOLTAGE, AND QUANTITY IM POWER PACKS REQUIRED, AND SETTING OF STY OF THE INS E ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMIINSTRUCTIONS SHOULD. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VEFICATION OF WITH REPECT POW ER PACK CEMENT RCUITS 4CONTRACTORPLC RESPONSIBLE FORIFIELD VER F CATSON OFTO HP -B:50 REQUIRED NUMBER OF POWER PACKS. — — — — — — — — — — —F3 — .-"-"- 0 0 -" — — — — — 355 A. ONE OWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE O » E49 B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK NMANUFACTURES DATA SHEET FOR EXACT NUMBER. I t` Zn I HP -3'S8 FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL d F3°07 Hp -g 0F3 T SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. In.E48 I] — �n PROVIDEALL REQUIRED COMPONENTS FORA FULLY FUNCTIONAL SYSTEM X1 HP -B:58 3-B 58 HP -B:58 F6 HP -B:37 F3 eHP-B�0 F3 0 F3 0 ® F3 "HP -B:80 F3 o HP -1.106I Ed2 ® E43 HP -B:64 HP -B:64 HP -B:58 X1 S4E F1 64 F3° F3° F3 ° MAINT. OFF. HI 64 HI 64 r--- F30 F30 HP -B:64 S O1 Ff F1 F1 THP -B NANT STOR P -B:64 i --n `115 008 HP -B94 F1 F1 IOO65TG ~ HP -B:64 ________ ENLARGED ENLARGED HP -B'64 Fey F7HPB: AREA'A'AREA'B' HP -894 I I U Me Oe ENLARGED Qe .R ( G ENURGED _ AREA'C' ENLARGED BASEMENT LIGHTING PLAN -AREA C \J N KEY PLAN ® ®Z PROJECT KEPHART community. planning • architecture 2555 WALNUT STREET DENVER, COLORADO 80205 ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKLOKGROUPJCOM U) Z W 5 M O O l^ LU (DOL V LU � 0 Z L -L (I/ LLQ W ^Q L.L.I LL T U) W W N rU)r^ vJ O w U 2 � LU N0 o�oRrooucFys i 422 } SS%ONALE��'\ 03.25.2021 No. Dare Issue 0&]6.10 MIDP1 5 � 5 .n ibtl DJV R Fd pagne DMB % 07/25/2019 JONI 218094 CP r DSTC SHEET NOTES E33 EMERGENCY FIXTURES TO BE PROVIDED WITH 90 MINUTE INTEGRAL BATTERY BACKUP. E34 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTS. PROVIDE WITH 15 MINUTE TIME OUT. E42 PROVIDE EAT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E43 CIRCUIT CONTROLLED BY TIME CLOCK. E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTIRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE U024 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES U U Ce(Eel He U K i n ENLARGED LEVEL 1 LIGHTING PLAN -AREA A GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED WITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FIXTURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (e)). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.PN.n.Po seems 2NKLOK GROUP BOX 914 GOLDENI 80402 Phone: 720399-2410 KGOKILOKCROLIP.001111 U) Z W 5 M O U OL (D LLJ � 0 Z I -f Q W ^Q L.L.I LL T U) W W N rHr^ vJ O w U 2 W C 0 o�pFys V��......POSEYy" Fp °6t 42 1 } NA!, 03.25.2021 03.25.2021 No. Deft Issue 0&]8.10 MORONI 5+ ng 5 RC 1w DJV WOFC pesgne DMB % 07/25/2019 JONI 218094 Down By CP Owda3 By DS ITO& ENLARGED LEVEL 1 LIGHTING PLAN-AREAA ShMNumEer E3=1 a3A SHEET NOTES E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTIRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE U024 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES /,1 ENLARGED LEVEL 1 LIGHTING PLAN -AREA B GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FINE URES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (ED). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2MS WALNUT STREET DENVER, COLORADO 80205 ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) ressess Z W M 5 O U OL (D LLJ 0 � Z I -f Q L.L.I W ^Q LL T W U) W N rHr^ vJ O w U 2 LU C 0 o�pFps V��......POSEA`y" Fp °6t 42 1 } NA!, 03.25.2021 03.25.2021 No. Drte Issue 0&]8.10 MRTP1 5+ 5 ng roles imu DJV Pmied pev0ne DMB Dale 07/25/2019 JobMamit 218094 Dmwn By CP CMdaid By DS Tae ENLARGED LEVEL 1 LIGHTING PLAN -AREA B Meet Number E3=1 a3B %$ DF -2 DF -2 HP -1:124 F30 F3• F3° MWING (iq F30 F7 F30F30 F4 DF4 DF I DF4 DF E59 F3° 0 0 0 0 0 HP 1:124 F3• F30 GOLDENI 80402 HP -1:124 F3• LF30 v I j F30 E51 F30 HP -1:1 DF SUN ON 1 F30 F30 W M HP -1:12 F30 F30 F30 F3° O l^ 0L LU (D^ V F3° F3° fF LU F3° F3° Me Oe Qe I I I HPX114 E42 xi L �i (I 2EH HP -1:116 F3 I E49 � HP. 120 E34 HP -0:120 F30 HP-1:120ITYP) F3° F3 ® F3° F3a:11 (TYP13° 11) E34 OL® I ST -1-3 ] MEIN11� DF -6 HI 124 1'124 F30 F30 HP HP -1:12t F3 LLL F3 F3o DF -15 DF -15 I E58 E42 HI 124 HP -1:118 HP -1:124 Ed2 P-1:118 HP -1:118 HP -1:118 HP -1:118 e x4 F3• F3o F3. 1 0 ® DF -110 O DF -11 n DF -11 F3° DF -7 F.U10 F3 F3° DF -105 o HP -1:11 e HP -1:118 HP -1126 D -11 Xi • F4 UNIT 42.1 F3o 0 (nl ®E34 O HP -1:118 4 F.] — — — — DF -17 F-11 HP -1U 4 HI 112 — — HI — — :112 \\ I I HP -1:112 I1°st I I 4$ — — — HP -1112 — — — — — — — — I 3s — — Si- HE I W. o HP -1:712 1I ©a ZIl P-1:1 H 11 P-1: 2 HP -1112 51 S1 -11 + Kik o 0 1n l A HP418 E34 11 DIO X4 EN H P -1:114 �F3° ® F3 F3 F3 HP -1:118 E49 3HP-08118 3• HP -1:114 _F3•_HP-1: 4 HP -1:124 F3 F X1®Ed2 HP -1: (TVP) X3 ®E42 HP -1'114 R SD WDS F3 DF -10 HP-1:12r•Jc F3•HP-149RNE F410 HP -111 F37DF-10 ®® F3° F3a 11S I (TYP) HP.1:124 E52 F3] HP -1:114 E42 O O • O X1 DF -9 (TVP.) 0 ED EN 0 0 ®E34 YOGA 0 HP° :174 HP-1:122(TYP) 117 F3 • O O • E49 F44 F1 POOLE UIP. E34 F1 HIP -1 I ti HP -1:111 �— ® HP-11:122(TyP) _ STG �3— _ n rti rti 132 F1 F1 F1 'Fp 1:122 E49 HP -1:11 HP -PIS E49 X2 F3oHP-1:114 -1:174 I F3o F3 F3 o E42 HP -1:114 UNIT Kid 1' SHEET NOTES: GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSION: E34 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTS. OFNEWDEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PROVIDE WITH 15 MINUTE TIME OUT. PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR E42 PROVIDE EAT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT CLARIFICATION. TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E44 PROVIDE TIME CLOCK FOR LIGHTING CONTROLS. SURFACE MOUNT ON 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH ELECTRICAL ROOM WALL. LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENURE ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM T050R WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN PROVAL PROVIDE UL924 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH AWARDED,TORDERING TO TENANT EFIXTUND HITECTTER THEIR RECEIVING GAPINAL PROVAL NORMAL FIXTURES PRIOR BORDERING THE FIXTURES. SHALL BE ORDER DAPPROVAL E52 PROVIDE THREE WAY LOWVOLTAGE LIGHTING CONTROL SWITCH WITH THREE WORKIFROM ARCHITECT,LECTRICALIGHT CONRES RACTO $HAUL ALSO VERIFY DIMMER CONTROLS TO SEPARATELY CONTROL F3, DF -10 AND A FIXTURE. QUANTITIES, ELECTRICAL CONTRACTOR SHALL ALSOVERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE E53 MIRROR. PROVIDE PROVIDE FROSTED MOUND THE CHANNELOPAND SIDES L OUNTNGWALL MOUNTED AVAILABILITY AND LEAD STOCKIME PIDEL IN THE TO BUILDING WHERE ACCESSORIES. FROSTED LENS CHANNEL AND ALL MOUNTNG LIGHTING FIXTURES SARE HALL IN THEILDIN MANAGEMENT ACCESSORIES. USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT E54 PROVIDE BEA ZONE LOW VOLTAGE MCKBALSWITCHTOSEP4 FOR LIIGHTS A PFOR ROJECT LI SUCH FIXTURES FOR INSTALLATION ON THE AAT BEAMS, F3, DFA AND AAT BACKBAR. PROVIDE UL924 FOR EM LIGHTS AS PROJECT AS APPLICABLE. REQUIRED. E55 PROVIDE 2 ZONE LOW VOLTAGE CONTROL SWITCH TO SEPARATELY DIM FI 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE AND F3. PROVIDE UL924 FOR EM LIGHTS AS REQUIRED. SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS E56 PROVIDE 3 ZONE LOW VOLTAGE CONT ITCH TO SEPARATELY DIM A, BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITS DFS AND F3. PROVIDE UL924 FOR EM S REQUIRED. THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO NDUIT RUNS AND PULL BOXES PERMITTED. IN ADDITION, FIXTURES WEIGHTING LESS THAN 50 SUCH THATACCESS PANELS PRE NOTTEQUIRED IN THIS CEILING POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE E5 PROVIDE 5 ZONE LOW VOLTAGE CONTROL SWITCH TO SEPARATELY DIM DF -5, HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTU RE. DF-2,DF4, F3 AND F7. PROVIDE UL924 FOR EM LIGHTS AS REQUIRED. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FRON THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (B)). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH 22 EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. B. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL 9 FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF p LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY HI1 CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORT COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE 7$ NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. J v V OCCUPANCY SENSOR DISCLAIMER, EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND UNIT 132e.1 TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO A POWER PACK PLACEMENT y$ 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. ° B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. 2n FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. UNIT 6�S 1 1 ______------ UNIT B3e.1 i I � I ®Cy 0 0 0;0 I • op Ib r i d F l a HP -B:37 FB ® ®#pO o 0 ®® Me Oe Qe R S 0 C ENLARGED I ENLARGED AREA'A' AREA'S' ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN ® =®z PROJECT KEPHART community • planning • architecture 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.PN.n.Po MENNEN 2NKLOK GROUP BOX 914 GOLDENI 80402 Phone: 720399-2410 UGQKLOUGROlJ1PJCONI v I Z W M O O l^ 0L LU (D^ V LU LU LL /M `1 Q w W ^Q LL T VLU � ) ^ W N rHr^ vJ O w U 2 LU co Cco o�pRroou�F�s V��POSBY`4� Fo i 422 } SS%ONALE��'\ 03.25.2021 No. Drte Issue —oD&xvNAmmrBsJhmI 2 01.1 1 CANER R CN 9 5 STEP Nn i0u DJV n0bd oev9ne DMB 07/25/2019 JONI 218094 FyCPDS ENLARGED LEVEL 1 LIGHTING PLAN -AREA C 65eel NumEer E3=1.3C SHEET NOTES: E34 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTS. PROVIDE WITH 15 MINUTE TIME OUT. E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE UL924 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES E65 PROVIDE 2 ZONE LOW VOLTAGE CONTROL SWITCH TO SEPARATELY DIM F7 AND F3. PROVIDE UL924 FOR EM LIGHTS AS REQUIRED. EST ELECTRICAL CONTRACTOR TO COORDINATE CONDUIT RUNS AND PULL BOXES SUCH THAT ACCESS PANELS PRE NOT REWIRED IN THIS CEILING EM PROVIDE 2 ZONE LOW VOLTAGE CONTROL SWITCH TO SEPARATELY DIM DF -14 AND F3. PROVIDE UL924 FOR EM LIGHTS AS REQUIRED. GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FD(TURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (B)). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. N KEY PLAN (t A+ PROJECT KEPHART community Is planning a architecture 2555 WPLNUT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po seems ;NKLOK GROUP BOX 914 GOLDENI 80402 Phone: 720399-2410 KGDKLOKGROUP.COM v ) resses Z W M 5 O U l^ LU (DOL V LU 0 � Z L -L Q L.L.I W ^Q LL T W U) W N rHr^ vJ O w U 2 LU C 0 o�pFps V��......POSEYy" Fp °6t 42 1 } Al, 03.25.2021 No. Dale Issue 0&]8.10 MRTPL 2 211W1 SANERCN 9 5 RC 1w DJV ROFd Desgne DMB % 07/25/2019 JONI ITO 218094 Down By CP C14da3 By DS ENLARGED LEVEL 1 LIGHTING PLAN -AREA D S5eel NumEer E3=1 a3D 19 (1s7 �— - (13s�-- - am UNIT AO HP -2A:61 F6 STAIR 3 5103 UNIT E12e F4 F4 X1 FS OHP- ZwU F4 n Dw Fw Y I I I I KI FA l UNIT B2 �K/ SHEET NOTES E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTIRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE U024 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES N 21 HP -2A;67 0 F3 I I I I HP -2A:67 �A �B Ce Ee He J� /1 ENLARGED LEVEL 2 LIGHTING PLAN -AREA A IN - 19 GENERALNOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSION: OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITS THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FIXTURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FRON THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (B)). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORT COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po MENNEN ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) Z W M O U L.L V LU � 0 Z L -L F_ Q W^Q LULL T U) W W N rHr^ vJ O w U fLU V c� 0 o�pRroou�Fys V SDSEYy" Fp i 422 } SS%ONALE��'\ 03.25.2021 No. Dale Issue 0&]8.10 MRTP1 ng 5+ 5 an 1w DJV kmwny DMB 07/25/2019 JONI 218094 CPDS ENLARGED LEVEL 2 LIGHTING PLAN-AREAA Meet NumEer E3mm2a3A K L Nw Pw R S I I I I I I I I I I I I HP -28:21 K L Me Oe Qe R S n ENLARGED LEVEL 2 LIGHTING PLAN -AREA B 8 am SHEET NOTES E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTIRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE U024 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES F6 HP -B:39 - 19 18 n) �16n) GENERALNOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSION: OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITS THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FIXTURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FRON THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (B)). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORT COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCALICONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2MS WALNUT STREET DENVER, COLORADO 80205 ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKLOKGROUPJCOM U) Z W M 5 O O l^ LU (DOL V 0 � Z I -f Q LULL W^Q T W U) W N rHr^ vJ O w U 2 W o�pRroou�F�s V��PO�Yy"' Fp �t 422 1 } SS%ONAl, E��'\ 03.25.2021 No. Drte Issue 0&]8.10 MRTP1 5+ 5 ng roles 4W DJV Pmied pev0ne DMB Dale 07/25/2019 JobMamit 218094 CP CMdaid By DS Tae ENLARGED LEVEL 2 LIGHTING PLAN -AREA B ENumEer 3mm2a3B 2D2 C 755 C C 455 355 SHEET NOTES E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTIRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE U024 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES GENERALNOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FD(TURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (ED). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. ENLARGEDI ENLARGED AREA'A' AREA'S' ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community Is planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po seems ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) resses Z W M 5 O U OL (D LLJ �0 Ef Z Q L.L.I W ^Q LL T W U) W N rHr^ vJ O w U LU C 0 o�pFps V��......POSBA`y" Fp °6t 422 1 } SS%ONAIE��'\ 03.25.2021 No. Dale Issue 0&]8.10 MRTP1 RA 5 ng RC 1w DJV R Fd pagne DMB % 07/25/2019 JONI ITO& 218094 Down By CP Clwda3 By DS ENLARGED LEVEL 2 LIGHTING PLAN -AREA C EWr 3mm2a3C SHEET NOTES E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTIRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE U024 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES GENERALNOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FD(TURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (ED). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. N KEY PLAN (t A+ PROJECT KEPHART community Is planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po seems ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) resses Z W M 5 O U OL (D LLJ 0 � Z I -f Q L.L.I W ^Q LL T W U) W N rHr^ vJ O w U 2 LU C 0 o�pFps V��......POSEA`y" Fp °6t 422 1 } NAIL 03.25.2021 03.25.2021 No. Dale Issue 0&]8.10 MRTP1 RA 5 ng RC 1w DJV ROFd pesgne DMB % 07/25/2019 JONI ITO 218094 Down By CP Clwda3 By DS ENLARGED LEVEL 2 LIGHTING PLAN -AREA D MMNumEer E3-2a3D SHEET NOTES: E42 PROVIDE EXIT SIGN WITH 80 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE UL924 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES ENLARGED LEVEL 3 LIGHTING PLAN -AREA A GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FD(TURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (E). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITY/TIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. N KEY PLAN (t A+ PROJECT KEPHART community Is planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po seems ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM v I resses Z W 5 M O U OL (D LLJ � 0 Z I -f Q W ^Q L.L.I LL T U) W W N H O w U 2 W C 0 o�pFys V��......POSEA`y" Fp °6t 42 1 } NA!, 03.25.2021 03.25.2021 No. Disney Issue 0&]8.10 MTDP1 ng 5+ 5 RC 1w DJV WOFC Desgne DMB Dae 07/25/2019 JONI 218094 Down By CP Clwda3 By DS ITO ENLARGED LEVEL 3 LIGHTING PLAN-AREAA BRMNum5er E3-3a3A 19 SHEET NOTES: E42 PROVIDE EXIT SIGN WITH 80 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE UL924 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES n ENLARGED LEVEL 3 LIGHTING PLAN -AREA B GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FD(TURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (E). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITY/TIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM v I ressess Z W M 5 O U OL (D LLJ 0 � Z I -f Q L.L.I W ^Q LL T W U) W N rHr^ vJ O w U 2 LU C 0 o�pFps V��......POSEA`y" Fp °6t 42 1 } SS%ONALE��'\ 03.25.2021 No. Dave Issue 0&]8.10 MIDP1 5+ 5 ng roles 4W DJV Proied DevOne DMB Dale 07/25/2019 JobNI 218094 Dmwn By CP CIwcMd By DS Tae ENLARGED LEVEL 3 LIGHTING PLAN -AREA B B5ee1Num5er E3-3a3B 22 C 75 C C 4S 35 SHEET NOTES E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTIRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE U024 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES GENERALNOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FD(TURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (ED). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, 5 VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. ENLARGEDI ENLARGED AREA'A' AREA'S' ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community Is planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po seems ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) resses Z W M 5 O U OL (D LLJ �0 Ef Z Q L.L.I W ^Q LL T W U) W N rHr^ vJ O w U 2 � LU C 0 o�pFps V��......POSBA`y" Fp °6t 42 1 } SS%ONAIE��'\ 03.25.2021 No. Dale Issue 0&]8.10 MRTP1 RA 5 ng RC 1w DJV R Fd pagne DMB % 07/25/2019 JONI ITO& 218094 Down By CP Clwda3 By DS ENLARGED LEVEL 3 LIGHTING PLAN -AREA C EWr 3mm3a3C SHEET NOTES E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTIRE HALLWAY. AFTER 15 MINUTE TIMEGUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE U024 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES (A) l li I Ce Ee He J I K 22 SS GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FD(TURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (ED). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND 6` SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 5 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE 455 CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. 355 FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. N KEY PLAN (t A+ PROJECT KEPHART community • planning a architecture 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po messes ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) resses Z W M 5 O U OL (D ^1 1 �LLJ 0 Baa m Z I -f Q L.L.I W ^Q LL T W U) W N rHr^ vJ O w U 2 W o�pFps V��......POSEA`y" Fp °6t 42 i } NAIL 03.25.2021 03.25.2021 No. Dale Issue 0&]8.10 MRTP1 5+ 5 ng RC 1w DJV ROFd pesgne DMB % 07/25/2019 JONI 218094 Down By CP Clwda3 By DS Tae ENLARGED LEVEL 3 LIGHTING PLAN -AREA D MMNumEer E3-3a3D SHEET NOTES E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTIRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE U024 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES E67 PROVIDE POWERAND LOCAL DISCONNECT FOR LED BUILDING SIGNAGE. CONTROL VIA PHOTOCELL OR BUILDING TIME CLOCK COORDINATE WITH SIGNAGE MANUFACTURER. GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FD(TURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (ED). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. N KEY PLAN (t A+ PROJECT KEPHART community • planning a anchitedum 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po seems ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) resses Z W 5 M O U OL (D LLJ � 0 Z I -f Q W ^Q L.L.I LL T U) W W N H O w U 2 W C 0 o�pFys V��......POSEA`y" Fp °6t 42 1 } NA!, 03.25.2021 03.25.2021 No. Dale Issue 0&]8.10 MIDA1 RA ng 5 RC ibtl DJV ROFd pesgne DMB % 07/25/2019 JONI 218094 Down By CP Clwda3 By DS ITO ENLARGED LEVEL 4 LIGHTING PLAN-AREAA MMNumEer E3-4a3A 19 SHEET NOTES E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTIRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE U024 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES GENERALNOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FINE URES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (ED). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. N KEY PLAN (t A+ PROJECT KEPHART community • planning a architedum 2MS WALNUT STREET DENVER, COLORADO 80205 ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) ressess Z W M 5 O U OL (D LLJ 0 � Z I -f Q L.L.I W ^Q LL T W U) W N rHr^ vJ O w U 2 LU C 0 o�pFps V��......POSEA`y" Fp °6t 42 1 } SS%ONALE��'\ 03.25.2021 No. Drte Issue 0&]8.10 MRTP1 5+ 5 ng roles imu DJV Pmied pev0ne DMB Dale 07/25/2019 JobMamit 218094 Dmwn By CP CMdaid By DS Tae ENLARGED LEVEL 4 LIGHTING PLAN -AREA B Meet Number E3mm4a3B 22 C 7s C C 4s 3s SHEET NOTES E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTIRE HALLWAY. AFTER 15 MINUTE TIMEOUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE U024 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES E67 PROVIDE POWERAND LOCAL DISCONNECT FOR LED BUILDING SIGNAGE. CONTROL VIA PHOTOCELL OR BUILDING TIME CLOCK COORDINATE WITH SIGNAGE MANUFACTURER. GENERALNOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FD(TURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (ED). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL 5 ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. ENLARGEDI ENLARGED AREA'A' AREA'S' ENLARGED ENLARGEI AREA'D' I AREA'C' N KEY PLAN (t A+ PROJECT KEPHART community • planning a architedum 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po seems ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) resses Z W M 5 O U OL (D LLJ �0 Ef Z Q L.L.I W ^Q LL T W U) W N rHr^ vJ O w U 2 � LU C 0 o�pFps V��......POSBA`y" Fp °6t 42 1 } SS%ONAIE��'\ 03.25.2021 No. Dale Issue 0&]8.10 MIDP1 RA 5 ng RC ibtl DJV R Fd pagne DMB % 07/25/2019 JONI ITO& 218094 Down By CP C6eGa3 By DS ENLARGED LEVEL 4 LIGHTING PLAN -AREA C EWr 3mm4a3C SHEET NOTES E42 PROVIDE EXIT SIGN WITH 90 MINUTE INTEGRAL BATTERY BACK UP. CONNECT TO NORMAL CIRCUIT AHEAD OF ANY SWITCHING E49 PROVIDE CEILING MOUNTED OCCUPANCY SENSOR COVERAGE FOR ENTIRE HALLWAY. AFTER 15 MINUTE TIMEGUT, HALLWAY F3 FIXTURES DIM TO 50%. PROVIDE U024 DEVICE SUCH THAT EMERGENCY F3 FIXTURES DIM WITH NORMAL FIXTURES 22 O GENERALNOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION. 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES, AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED W ITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FD(TURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO. 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (ED). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 6. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER, WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAL/CONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT / TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. OCCUPANCY SENSOR DISCLAIMER: EVERY EFFORT HAS BEEN MADE ON THE PART OF THE ELECTRICAL O ENGINEER TO INDICATE THE PROPER SELECTION OF THE PRODUCT 6 AND MOUNTING LOCATIONS. FINAL DETERMINATION OF CIRCUITING, VOLTAGE, AND QUANTITY OF POWER PACKS REQUIRED, AND SETTING OF SENSITIVITYRIME ADJUSTMENTS ARE THE O RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR COMMISSIONING AGENT. MANUFACTURERS INSTALLATION 5 INSTRUCTIONS SHOULD BE ADHERED TO. 1. ALL SENSOR LOCATIONS ARE APPROXIMATE; REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS REQUIRE THEY BE LOCATED NO CLOSER THAN 6 FEET FROM AIR SUPPLY / RETURN REGISTERS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS AND MANUFACTURES RECOMMENDED PLACEMENT, FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS. 455 A. ONE POWER PACK IS REQUIRED FOR EACH CIRCUIT TO BE CONTROLLED. B. MULTIPLE SENSORS CAN BE USED ON ONE POWER PACK. CHECK 355 MANUFACTURES DATA SHEET FOR EXACT NUMBER. FOR ADDITIONAL INFORMATION FOR PROVIDING FULLY FUNCTIONAL SYSTEM AND SUBMITTALS CONTACT LOCAL REPRESENTATIVE. PROVIDE ALL REQUIRED COMPONENTS FOR A FULLY FUNCTIONAL SYSTEM. N KEY PLAN (t A+ PROJECT KEPHART community • planning a anchitedum 2555 WALNUT STREET DENVER, COLORADO 80205 .,.,..x.Rn.n.Po seems ;NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGDKLOKGROUP.COM U) resses Z W M 5 O U l^ LU (DOL V LLJ 0 � Z I -f Q L.L.I W ^Q LL T W U) W N rHr^ vJ O w U 2 LU C 0 o�pFps V��......POSEA`y" Fp i 422 } NAIL 03.25.2021 03.25.2021 No. Dale Issue 0&]8.10 MRTP1 RA 5 ng RC ibtl DJV ROFd pesgne DMB % 07/25/2019 JONI ITO 218094 Down By CP Clwda3 By DS ENLARGED LEVEL 4 LIGHTING PLAN -AREA D MMNumEer E3-4a3D n UNIT AO ELECTRICAL PLAN n UNIT B2 ELECTRICAL PLAN 114 n UNIT Ata ELECTRICAL PLAN LIVING E12 (TYP) DISPO L KITCHEN 00 210 DISHW HdIE 1d IAVEIHOOD '19 GFI EF E15 B rl U"_E LECTRICAL PLAN ® ' ❑� n UNIT B1 ELECTRICAL PLAN 1/4" = 1'-0" 11 ■_i lie EllL � IL n U1"_E OLECTRICAL PLAN GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILD OUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS. CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATArTELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH -INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH -INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AN SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT 111 �� LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS KEPHART AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN, REFER community • planning a architecture TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 2555 WPLNUT STREET DENVER, COLORADO 80205 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS GROUP PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE BOX 914 RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE I COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR KGQIKL0KGROUP.00M APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD-IN'TYPE. GENERAL EBBEgg CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR A INSTALLATION. M 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE RECEPTACLES EXISTING OR WA ER INSTALLED NEW IN KITCHENS/FOOD PREPARATION AREAS, UNDER WET BAR EA Et6 LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-0" OF WP SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND - GH FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE /W�U�1 210.8(8). PROVIDE A REMOTE GFI DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL E7 8 INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. Q SHEET NOTES: w w^Q LL T W U) W I N rU)r^ vJ O w U 2 � ISI //LU n UNIT AO ELECTRICAL PLAN n UNIT B2 ELECTRICAL PLAN 114 n UNIT Ata ELECTRICAL PLAN LIVING E12 (TYP) DISPO L KITCHEN 00 210 DISHW HdIE 1d IAVEIHOOD '19 GFI EF E15 B rl U"_E LECTRICAL PLAN ® ' ❑� n UNIT B1 ELECTRICAL PLAN 1/4" = 1'-0" 11 ■_i lie EllL � IL n U1"_E OLECTRICAL PLAN GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILD OUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS. CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATArTELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH -INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH -INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AN SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE SEPARATE PRICE ALLOWANCE. DRYER BATH E7 PROVIDE RECEPTACLE WITH 2 USB PORTS AT THIS LOCATION. EB PROVIDE ONE HOT TO BE CONTROLLED VIA LIGHT SWITCH FOR THIS RECEPTACLE. E9 TV RECEPTACLE MOUNTING HEIGHT PER ARCHITECT. COORDINATE WITH DATA RECEPTACLE E10 ALL OVEN RANGE WIRING TO BE(M,1N10GI CU IT PER NEC REQUIREMENTS. COORDINATE 2 WITH MANUFACTURER FOR EXACT PLUG. RANGE SHALL HAVE GFCI PROTECTION PER NEC 210. . Ell RO DE EDI AT D CE TA LE OR ATATEL 0 P EL. FIE DV RI LOCAT ON F LOW VOLTAGE SYSTEM BOX AND ROUGH IN REQUIREMENTS WITH ARCHITECT AND LOW VOLTAGE CONSULTANT E12 CONTRACTOR TO INFORM ELECTRICAL ENGINEER OF ANY DISCREPANCIES BETWEEN PIANS AND FIELD INSTALLATION OF RECEPTACLES. CONTRACTOR TO PROVIDE HANGER E13PROVIDE 13N10, 1X10GI CU 310'C FOR DRYER PER NEC REQUIREMENTS. COORDINATE WITH MANUFACTURER FOR E%ACT PLUG. SHPLL HAVE GFCI PROTECTION PER NEC 210.8. d P VI 1 0 IS A E N C N D IN I I RY AREA. PROVIDE GFCI BREAKER FOR FRIDGE IF ITS WITHIN (TOF THE KITCHEN SINK. E15 MECHANICAL UNIT TO BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS. REFER TO MEP SCHEDULES. E16 WATER HEATER TO BE PROVIDED WITH CORD AND PLUG AND SHALL CONNECT TO RECEPTACLE NEXTTOUNIT IF HARDWIRED IS REQUIRED, M,4KE ALL FINAL CONNECTONS. E17 EXHAUST FAN TO BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS. REFER TO MEP SCHEDULES. FAN TO BE CONTROLLED VIA SWITCH IN BATHROOM. E18 BEDROOM$HALL HAVE A FIRE ALARM STROBE FOR VISUAL NOTFICATION. INSTALL PER IFC AND NFPA 72. E19 HOOD CONTROLS FOR FAN AND LIGHT SHALL BE INTEGRATED INTO MICROWAVEMOOD UNIT. BOB PROVIDE (2) SWITCHES RECESSED IN BACKSPLASH FOR HOOD FAN AND LIGHT. E21 PROVIDEAC, GFCI DUPLEXWRH SHALLOW BACKBOX RECESSED MOUNTED INSIDE PANEL OF MILLWORK. COORDINATE WITH MILLWORKINSTALLER. E26 BASEBOARD TO BE PROVIDED WITH 2 POLE STAT NTH'OFF'POSITION FOR DISCONNECTING MEAN. REFER TO MEP SCHEDULES. E27 CONFIRM FINAL LOCATION OF PANEL WITH ARCHITECT. PANEL SHALL BE RECESSED IN 6INCH STUD WALL. E28 CONTRACTOR TO PROVIDE SMOKE DETECTOR IN BEDROOMS AND COMBINATION$MOKE, I E QE71 PROVIDE H6101410)CU&4T FOR COMBINATION WASHER AND DRYER UNITRDINATEWITH M.B.210 2 MANUFACTURER FOR EXACT PLUG. PROVIDE GFCI PROTECTION PER NEC 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT 111 �� LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS KEPHART AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN, REFER community • planning a architecture TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 2555 WPLNUT STREET DENVER, COLORADO 80205 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS GROUP PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE BOX 914 RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE GOLDEN,CO. 80402 COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR KGQIKL0KGROUP.00M APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD-IN'TYPE. GENERAL EBBEgg CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR A INSTALLATION. M 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE RECEPTACLES EXISTING OR WA ER INSTALLED NEW IN KITCHENS/FOOD PREPARATION AREAS, UNDER WET BAR EA Et6 LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-0" OF WP SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND - GH FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE /W�U�1 210.8(8). PROVIDE A REMOTE GFI DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL E7 8 INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. Q SHEET NOTES: DRYER BATH E7 PROVIDE RECEPTACLE WITH 2 USB PORTS AT THIS LOCATION. EB PROVIDE ONE HOT TO BE CONTROLLED VIA LIGHT SWITCH FOR THIS RECEPTACLE. E9 TV RECEPTACLE MOUNTING HEIGHT PER ARCHITECT. COORDINATE WITH DATA RECEPTACLE E10 ALL OVEN RANGE WIRING TO BE(M,1N10GI CU IT PER NEC REQUIREMENTS. COORDINATE 2 WITH MANUFACTURER FOR EXACT PLUG. RANGE SHALL HAVE GFCI PROTECTION PER NEC 210. . Ell RO DE EDI AT D CE TA LE OR ATATEL 0 P EL. FIE DV RI LOCAT ON F LOW VOLTAGE SYSTEM BOX AND ROUGH IN REQUIREMENTS WITH ARCHITECT AND LOW VOLTAGE CONSULTANT E12 CONTRACTOR TO INFORM ELECTRICAL ENGINEER OF ANY DISCREPANCIES BETWEEN PIANS AND FIELD INSTALLATION OF RECEPTACLES. CONTRACTOR TO PROVIDE HANGER E13PROVIDE 13N10, 1X10GI CU 310'C FOR DRYER PER NEC REQUIREMENTS. COORDINATE WITH MANUFACTURER FOR E%ACT PLUG. SHPLL HAVE GFCI PROTECTION PER NEC 210.8. d P VI 1 0 IS A E N C N D IN I I RY AREA. PROVIDE GFCI BREAKER FOR FRIDGE IF ITS WITHIN (TOF THE KITCHEN SINK. E15 MECHANICAL UNIT TO BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS. REFER TO MEP SCHEDULES. E16 WATER HEATER TO BE PROVIDED WITH CORD AND PLUG AND SHALL CONNECT TO RECEPTACLE NEXTTOUNIT IF HARDWIRED IS REQUIRED, M,4KE ALL FINAL CONNECTONS. E17 EXHAUST FAN TO BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS. REFER TO MEP SCHEDULES. FAN TO BE CONTROLLED VIA SWITCH IN BATHROOM. E18 BEDROOM$HALL HAVE A FIRE ALARM STROBE FOR VISUAL NOTFICATION. INSTALL PER IFC AND NFPA 72. E19 HOOD CONTROLS FOR FAN AND LIGHT SHALL BE INTEGRATED INTO MICROWAVEMOOD UNIT. BOB PROVIDE (2) SWITCHES RECESSED IN BACKSPLASH FOR HOOD FAN AND LIGHT. E21 PROVIDEAC, GFCI DUPLEXWRH SHALLOW BACKBOX RECESSED MOUNTED INSIDE PANEL OF MILLWORK. COORDINATE WITH MILLWORKINSTALLER. E26 BASEBOARD TO BE PROVIDED WITH 2 POLE STAT NTH'OFF'POSITION FOR DISCONNECTING MEAN. REFER TO MEP SCHEDULES. E27 CONFIRM FINAL LOCATION OF PANEL WITH ARCHITECT. PANEL SHALL BE RECESSED IN 6INCH STUD WALL. E28 CONTRACTOR TO PROVIDE SMOKE DETECTOR IN BEDROOMS AND COMBINATION$MOKE, I E QE71 PROVIDE H6101410)CU&4T FOR COMBINATION WASHER AND DRYER UNITRDINATEWITH M.B.210 2 MANUFACTURER FOR EXACT PLUG. PROVIDE GFCI PROTECTION PER NEC 111 �� ■ KEPHART community • planning a architecture 2555 WPLNUT STREET DENVER, COLORADO 80205 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQIKL0KGROUP.00M UI FEMM Z W M 5 O O l^ /W�U�1 LU Z LL F Q w w^Q LL T W U) W I N rU)r^ vJ O w U 2 � //LU 0 o�pRroou�F�s V��POSEYy"' Fp �t € 422 ' } NAIL 03.25.2021 03.25.2021 No. Dude Issue 0&]8.10 METAL 2 01.1 1 a1VNERR aN 9 5ss an l DJV DebC Deegaer DMB % 07/25/2019 JobNumlw 218094 Down By CP CIRdad By DS Tae TYPICAL UNIT ELECTRICAL PLANS S6eel NumWr E4mm0m1 n UNIT 61 a ELECTRICAL PLAN i1CIIHIISl1ll n UNIT B3 ELECTRICAL PLAN n UNIT B28 ELECTRICAL PLAN GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR PRIOR TO START-UP OF THE CONSTRUCTION PROJECT FOR RULES AND REGULATIONS. SAFETY-, NEC-, LOCAL CODES AND OTHER APPLICABLE CODES ARE TO BE UNDERSTOOD AS MINIMUM REQUIREMENTS. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER. LOCATIONS SHOWN FOR ELECTRICAL EQUIPMENT, DEVICES, CIRCUITING, ETC. ARE APPROXIMATE. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, DETAILS, AND MILLWORK SHOP DRAWINGS. ALL DIMENSIONS ARE TO BE TAKEN OFF OF ARCHITECTURAL PLANS OR MANUFACTURER'S SHOP DRAWINGS. DO NOT SCALE OFF OF ELECTRICAL PLANS. 3. UPON COMPLETION OF THE PROJECT, THE BUILDING ENGINEERING DEPARTMENT SHALL BE ISSUED WITH UPDATED PANEL SCHEDULES, AS -BUILT DRAWINGS, CATALOG CUTS SHEETS, WARRANTIES AND OPERATING INSTRUCTIONS FOR ANY INSTALLED EQUIPMENT PRIOR TO THE LAST PAYMENT OF THE COMPLETED PROJECT IF ELECTED BY THE BUILDING OWNER OR BUILDING MANAGEMENT. 4. REFER TO APPROPRIATE BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS FOR TENANT BUILD OUT. ELECTRICAL CONTRACTOR SHALL ABIDE TO THE BUILDING OUTLINE SPECIFICATIONS UNLESS OTHERWISE DIRECTED BY OWNER, BUILDING MANAGEMENT OR ARCHITECT IN A WRITTEN FORM. 5. ENSURE THAT ALL NEW DEVICES ARE INSTALLED PLUMB, SQUARE AND REQUIRED HEIGHTS. REFER TO ARCHITECTURAL DRAWINGS FOR HEIGHTS REQUIREMENTS. 6. ENSURE ALL CEILING MOUNTED DEVICES ARE CENTERED IN THE CEILING TILE. IF A CONFLICT OCCURS. CONTACT THE ARCHITECT IMMEDIATELY. 7. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FIELD VERIFY WITH APPROPRIATE MILL WORKER CONTRACTOR TO COORDINATE FINAL LOCATION OF ALL DEVICES, EXACT HEIGHT, LOCATION AND ROUTING OF CONDUIT PRIOR TO ROUGH -IN. 8. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL ELECTRICAL RECEPTACLES WITH PANEL DESIGNATION AND CIRCUIT NUMBER ON THE COVER PLATE. REFER TO BUILDING OUTLINE SPECIFICATIONS AND DETAIL SHEET FOR ADDITIONAL INFORMATION. 9. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF OWNERS EQUIPMENT, FURNITURE SYSTEM AND CONTACT IT PERSONAL FOR IT ROOM FINAL LAYOUT. IN ADDITION, ELECTRICAL CONTRACTOR SHALL VERIFIED FINAL FIELD CONDITIONS AND COORDINATE EXACT LOCATION WITH APPROPRIATE CONTRACTOR PRIOR TO ROUGH -IN. 10. PRIOR TO X-RAYING OR CORE -DRILLING, ELECTRICAL CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER OR BUILDING MANAGEMENT. REFER TO BUILDING OUTLINE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 11. ALL DATAu TELECOMMUNICATIONS CABLING SHALL BE INSTALLED BY TENANTS VENDOR. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND VERIFY JUNCTION BOX AND CONDUIT CONDUIT SIZES AND EXACT LOCATIONS WITH COMMUNICATION CONTRACTOR PRIOR TO ROUGH -IN. 12. ELECTRICAL CONTRACTOR SHALL ENSURE ALL EXISTING CORE DEVICES REMAIN ON EXISTING DESIGNATED CIRCUITS. 13. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH -INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR SECURITY SYSTEM WITH SECURITY CONTRACTOR PRIOR TO ROUGH -IN. THE FIRE ALARM CONTRACTOR SHALL ALSO COORDINATE WITH SECURITY CONTRACTOR FOR INTERFACING SECURITY SYSTEM WITH FIRE ALARM SYSTEM AS REQUIRED PER LOCAL CODES AND FIRE DEPARTMENT. COORDINATE WITH ARCHITECT AND SECURITY CONTRACTOR TO PROVIDE A SEPARATE PRICE ALLOWANCE. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND REQUIREMENTS FOR ALL JUNCTION BOX ROUGH -INS, CONDUIT RUNS WITH PULL WIRE AND POWER REQUIREMENTS FOR AN SYSTEMS WITH AN CONTRACTOR PRIOR TO ROUGH -IN. COORDINATE WITH ARCHITECT AND AN CONTRACTOR TO PROVIDE SEPARATE PRICE ALLOWANCE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT LOCATIONS FOR POINTS OF CONNECTION REQUIRING ELECTRICAL CONNECTIONS AND SPECIFICATIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN, REFER TO BUILDING OUTLINE SPECIFICATION FOR ADDITIONAL INFORMATION. 16. AREAS OF DRYWALL CEILING SHALL BE COORDINATED SUCH THAT ACCESS PANELS ARE NOT REQUIRED. ELEMENTS REQUIRING ACCESS SHOULD BE RELOCATED TO AREA OF ACCESSIBLE CEILING OR IN LOCATIONS TO BE COORDINATED WITH ARCHITECT. PROVIDE ACCESS FOR EXISTING DEVICES AND/OR APPARATUS IMPOSSIBLE TO BE RELOCATED. ACCESS PANELS REQUIRED WITHIN DRYWALL CEILING SHALL BE INSTALLED SYMMETRICALLY WITH OTHER PANELS OR DEVICES AND SHALL BE MINIMUM SIZE REQUIRED AND "MUD-IN'TYPE. GENERAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT PRIOR TO ORDERING OR INSTALLATION. 17. ALL 125 -VOLT, SINGLE PHASE, 15 -AND 20 -AMPERE RECEPTACLES EXISTING OR INSTALLED NEW IN KITCHENS/FOOD PREPARATION AREAS, UNDER WET BAR LOCATIONS, VENDING MACHINES, EXTERIOR OF THE BUILDING OR WITHIN 6'-0" OF SINK, WHETHER BEHIND APPLIANCES OR WITHIN A CABINET, SHALL HAVE GROUND - FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL PER N.E.C. ARTICLE 210.8(8). PROVIDE A REMOTE GFI DEVICE LOCATED 6' BELOW FINISHED CEILING, CIRCUIT BREAKER OR UL LABEL, 20 -AMP, IN LINE GFI CORD SET FOR ALL INACCESSIBLE KITCHEN EQUIPMENT, VENDING MACHINES, ETC. LABEL REMOTE GFI DEVICE INDICATING EQUIPMENT BEING PROTECTED. SHEET NOTES: E7 PROVIDE RECEPTACLE WITH 2 USE PORTS ATTHIS LOCATION. E8 PROVIDE ONE HOT TO BE CONTROLLED VIA LIGHTSWITCH FOR THIS RECEPTACLE. E9 TV RECEPTACLE MOUNTING HEIGHT PER ARCHITECT. COORDINATE WITH DATA RECEPTACLE I T E T 'reE10 ALL OVEN RANGE WIRING TO BE 13#6,1#10GI CU 1"C PER NEC RE OUIREMENTS.CDo Dim WITH MANUFACTURER FOR EXACT PLUG. RANGE SHALL HAVE GFCI PROTECTION PER NEC 210.8. 1 0 E A C A E R .R RI L A N LOW VOLTAGE SYSTEM BOX AND ROUGH IN REQUIREMENTS WITH ARCHITECT AND LOW VOLTAGE CONSULTANT. E12 CONTRACTOR TO INFORM ELECTRICAL ENGINEER OF ANY DISCREPANCIES BETWEEN PLANS AND FIELD INSTALLATION OF RECEPTACLES. CONTRACTORTO PROVIDE HANGER E13 PROVIDE(3#10,1#f OGI CU 314"C FOR DRYER PER NEC REQUIREMENTS. COORDINATE WITH MANUFACTURER FOR EXACT PLUG. BHALL HAVE GFCI PROTECTION PER NEC 210.8. AREA. PROVIDE GFCI BREAKER FOR FRIDGE IF ITS WITHIN 6' OF THE KITCHEN SINK. E15 MECHANICAL UNIT TO BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS. REFER TO MEP SCHEDULES. E16 WATER HEATER TO BE PROVIDED WITH CORD AND PLUG AND SHALL CONNECT TO RECEPTACLE NEXT TO UNIT. IF HARDWIRED IS REQUIRED, MAKE ALL FIN& CONNECTIONS. E17 EXHAUST FAN TO BE PROVIDED WITH INTEGRAL DISCONNECTING MEANS. REFER TO MEP SCHEDULES. FAN TO BE CONTROLLED VIA SWITCH IN BATHROOM. E18 BEDROOM SHALL HAVE A FIRE AIARM STROBE FOR VISUAL NOTIFICATION. INSTALL PER IFC AND NFPA 72. E19 HOOD CONTROLS FOR FAN AND LIGHT SHALL BE INTEGRATED INTO MICROWAVEMOOD UNR. EM PROVIDE (2) SWITCHES RECESSED IN BACKSM-ASH FOR HOOD FAN AND LIGHT. E21 PROVIDE AC, GFCI DUPLEX WITH SHALLOW BACKBOX RECESSED MOUNTED IN SIDE PANEL OF MILLWORK. COORDINATEWITH MILLWORK INSTALLER. E27 CONFIRM FINAL LOCATION OF PANEL WITH ARCHITECT. PANEL SHALL BE RECESSED IN 6INCH STUD WALL. E28 CONTRACTOR TO PROVIDE SMOKE DETECTOR IN BEDROOMS AND COMBINATION SMOKE, CARBON MONOXIDEIDETECTOR OUTSIDE OF BEDROOM AND IN OPENIKITCHEN AREA TO MEET FIRE CODE REQUIREMENT. 111 �� ■ KEPHART community • planning a architecture 25SS WALNUT STREET DENVER, COLORADO 80205 �KLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKL0KGROUP.00M UI Z W M 5 O U l^ LU (D14— V LLJ Z LL F_ L1— Q w W^Q LL T LU U) ) W N rU)r^ vJ O w U 2 /W o�pRloou�F�s V��POSEYy" Fp �t € 422 ' } SS%ONALE��'\ 03.25.2021 No. Dale Issue W28= lXIKSJ8MT7A_ 2 211W1 a1VNLnn aN m 5 Nn ibtl DJV D FC Dagne DMB % 07/25/2019 JobNumlw 218094 Down By CP CIRda6 By DS Tae TYPICAL UNIT ELECTRICAL PLANS S6eel NumWr E4 -0a2 0 n UNIT AO LIGHTING PLAN 1/4" _1 1' 6114 n UNIT B2 LIGHTING PLAN rl UNIT 1/4"= Ata% LIGHTING PLAN lJ 111 �� _ I■ I I community • planning a architecture ■U1 U1 I NKLOK GROUP BOX 914 ® GOLDEN,CO. 80402 Phone: 720399-2410 KGQKLOKGROUP.CONI v I .U1 Ul " Z W r'LIVING' M O U l^ LU (DOL V LU ^1 1 �0 Z ��I I Q w W^Q LL T W U) W N rHr^ vJ KITCHEN O 70-07 2 U1 U1 ° OF LU Igo, I co ■IU1 U _-� r o�pRroou�F�s G POSBA`4`V% I i 422 } •� \I I No. Disney Issue ■ ■gym, 9 $ 00 rel 1w DJV DUFC pesgne DMB Ne 07/25/2019 JobNumIxT IT118 218094 Down By CP CMdeL By DS TYPCIAL UNIT LIGHTING PLANS S NANumber Heel 0 n UNIT AO LIGHTING PLAN 1/4" _1 1' 6114 n UNIT B2 LIGHTING PLAN rl UNIT 1/4"= Ata% LIGHTING PLAN lJ r�� B UNIT A2 L U 1/4" = 1'-0" UNIT B1 LIGHTING PLAN 114 n UNIT Al LIGHTING PLAN GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES. AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED WITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FIXTURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO, 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (BI). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 8. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER. WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAUCONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT/ TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. SHEET NOTES: E22 EXACT FIXTURE LOCATIONS SHALL BE PER INTERIOR/ARCHITECTURAL DRAWINGS. E23 PROVIDE SINGLE GANG CONTROLLER FOR FAN THAT CONTROLS THE FAN MOTOR AND LIGHTS. E24 LIGHT FIXTURE IN EXTERIOR CLOSET SHALL BE PROVIDED WITH INTEGRAL PULL CHAIN FOR CONTROLS. 111 �� _ I■ I I community • planning a architecture ■U1 U1 I NKLOK GROUP BOX 914 ® GOLDEN,CO. 80402 Phone: 720399-2410 KGQKLOKGROUP.CONI v I .U1 Ul " Z W r'LIVING' M O U l^ LU (DOL V LU ^1 1 �0 Z ��I I Q w W^Q LL T W U) W N rHr^ vJ KITCHEN O 70-07 2 U1 U1 ° OF LU Igo, I co ■IU1 U _-� r o�pRroou�F�s G POSBA`4`V% I i 422 } •� \I I No. Disney Issue ■ ■gym, 9 r�� B UNIT A2 L U 1/4" = 1'-0" UNIT B1 LIGHTING PLAN 114 n UNIT Al LIGHTING PLAN GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES. AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED WITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FIXTURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO, 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (BI). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 8. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER. WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAUCONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT/ TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. SHEET NOTES: E22 EXACT FIXTURE LOCATIONS SHALL BE PER INTERIOR/ARCHITECTURAL DRAWINGS. E23 PROVIDE SINGLE GANG CONTROLLER FOR FAN THAT CONTROLS THE FAN MOTOR AND LIGHTS. E24 LIGHT FIXTURE IN EXTERIOR CLOSET SHALL BE PROVIDED WITH INTEGRAL PULL CHAIN FOR CONTROLS. 111 �� ■ KEPHART community • planning a architecture 25SS WPLNUT STREET DENVER, COLORADO 80205 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKLOKGROUP.CONI v I Z W M O U l^ LU (DOL V LU ^1 1 �0 Z L.L /8aa� `1 Q w W^Q LL T W U) W N rHr^ vJ O w U 2 LU CD co o�pRroou�F�s G POSBA`4`V% i 422 } SS%ONALE��'\ 03.25.2021 No. Disney Issue 0&]8.10 m"k 2 211W1 ORNERR CN 9 $ rel 1w DJV DUFC pesgne DMB Ne 07/25/2019 JobNumIxT IT118 218094 Down By CP CMdeL By DS TYPCIAL UNIT LIGHTING PLANS S NANumber Heel n UNIT Bae LIGHTING PLAN IT= 1'-0° n UNIT B2e LIGHTING PLAN n UNIT B3 LIGHTING PLAN va^ = r -G° /,1 UNIT B28 LIGHTING PLAN Vl 1 /a„ _ �,_G„ GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONTINUED CONSTRUCTION AND SCOPE DOCUMENTATION AND FOR DIMENSIONS OF NEW DEVICES. IF ANY CONFLICTS BETWEEN DRAWINGS OCCUR, PLEASE CONTACT THE ENGINEER OR ARCHITECT FOR CLARIFICATION 2. FURNISH AND INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, BALLAST(S), AND REQUIRED MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL SUBMIT FIXTURE CUT SHEETS, WITHIN THREE WORKING DAYS AFTER PROJECT HAS BEEN AWARDED, TO TENANT AND ARCHITECT FOR THEIR FINAL APPROVAL PRIOR TO ORDERING THE FIXTURES. AFTER RECEIVING APPROVAL FROM ARCHITECT, LIGHT FIXTURES SHALL BE ORDERED WITHIN TWO WORKING DAYS. ELECTRICAL CONTRACTOR SHALL ALSO VERIFY QUANTITIES, MOUNTING REQUIREMENTS, FINISHES, FIXTURE AVAILABILITY AND LEAD TIME FOR DELIVERY TO SITE. WHERE LIGHTING FIXTURES ARE STOCKPILED IN THE BUILDING FOR TENANT USE, CONTRACTOR SHALL ARRANGE WITH BUILDING MANAGEMENT FOR PURCHASE OF SUCH FIXTURES FOR INSTALLATION ON THE PROJECT AS APPLICABLE. 3. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM BY MECHANICAL MEANS SUCH AS BOLTS, SCREWS, OR RIVETS. LISTED CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING FRAMING MEMBER AND LUMINAIRE ALSO PERMITTED. IN ADDITION, FIXTURES WEIGHTING LESS THAN 50 POUNDS SHALL HAVE A MINIMUM OF TWO NO, 9 GAUGE WIRES CONNECTED FROM THE OPPOSITE CORNERS OF THE FIXTURE HOUSING TO THE STRUCTURE DIRECTLY ABOVE THE FIXTURE. FIXTURES ABOVE 50 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. (PER UBC SECTION 25.213, NEC ARTICLE 314.27 (BI). SUPPORT FIXTURE CABLES OFF OF SUSPENDED CEILING GRIDS. 4. ELECTRICAL CONTRACTOR SHALL PURCHASE ANY ADDITIONAL LIGHTING FIXTURES REQUIRED DUE TO DAMAGE OR TENANT REQUIREMENTS FROM BUILDING ENGINEER IF POSSIBLE. MATCH EXISTING IN THE AREA. 5. MULTIPLE LIGHT SWITCHES SHALL BE MOUNTED IN A GANG BOX WITH SINGLE COVER PLATE. 8. INDEPENDENTLY SUPPORT FLEXIBLE WIRING WHIPS FOR ALL FIXTURES FROM THE GRID SUPPORT SYSTEM. 7. PRIOR TO COMMENCING OF WORK, NOTIFY ENGINEER OF ANY CONFLICTS BETWEEN MECHANICAL DUCTS AND LOCATION OF LIGHTING FIXTURES TO BE MOUNTED RECESSED IN CEILING. VERIFY CLEARANCES REQUIRED. 8. WHERE LIGHT FIXTURE LOCATION INTERFERES WITH DUCTWORK OR CEILING SUPPORTS, CONTACT OWNER OR ARCHITECT FOR WORK COORDINATION. USE END CONNECTOR LIGHT FIXTURES UNDER LOW DUCTWORK. 7. LOWERCASE LETTER ADJACENT TO SWITCH INDICATES CONTROL OF LIGHT FIXTURES WITH MATCHING LOWERCASE LETTER. WHERE NO LOWERCASE LETTERING IS SHOWN (EITHER ON FIXTURE OR ADJACENT TO SWITCHES), SWITCH IS ASSUMED TO BE DEDICATED TO FIXTURE IN LOCAUCONFINED AREA. 8. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL FINAL NEW OR RELOCATED LIGHT SWITCHES RECEPTACLES, COMMUNICATION AND DATA OUTLETS WITH ARCHITECT/ TENANT FOR MOUNTING HEIGHTS, LOCATIONS, AND FINISHED PRIOR TO ROUGH -IN. SHEET NOTES: E22 EXACT FIXTURE LOCATIONS SHALL BE PER INTERIOR/ARCHITECTURAL DRAWINGS. E23 PROVIDE SINGLE GANG CONTROLLER FOR FAN THAT CONTROLS THE FAN MOTOR AND LIGHTS. 111 �� ■ KEPHART community • planning a architecture 25SS WPLNUT STREET DENVER, COLORADO 80205 NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2410 KGQKLOKGROUP.CONI v I Z W M O U l^ 0� LU (D^ V LLJZ LL /8aa� `1 F_ L1— Q w W^Q LL T W U) W N rHr^ vJ O w U 2 LU CD o�pRroou�F�s V��PO�Yy"' Fp °6t 42 1 } SS%ONALE��'\ 03.25.2021 No. Disney Issue 0&]8.10 MRTAL 2 211W1 ORNERR CN 9 5 STEP RC 1w DJV DUFC pesgne DMB Dae 07/25/2019 JobNumIxT 218094 Down By CP CMdeL By DS Ttle TYPICAL UNIT LIGHTING PLANS B NAN=Wr Heel n STAIR# �,2 _o. LIGHTING SECTION v4,. _ nSTAIR #1 LIGHTING SECTION v4,. _ 1,_o. 111 �� ■ KEPHART community • planning • amhitectum 2555 WP NUT STREET DENVER, COLORADO 80205 wmr.FepNeRm NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2470 K LOKGROURCOM UI FEMM Z LU M M O O ao U cf)Q �U W ^LU 9 I..L Z (If Q~ H (If Q Q W LU '^ W (J, W N U) O W U 2 � LU co ' ^ V co � N� o�pRroou�F�s V��PO�Yy" Fp °6t 42 t } SS%ONALE��'\ 03.25.2021 No. Date Issue 0&]8.10 MRTP1 5+ 5 RC ibtl DJV 140FC pesgne DMB s 07/25/2019 JobNumlxT 218094 Down By CP CNSJwd By DS Ttle STAIR LIGHTING SECTIONS Men Numinr Heil rl STAIR #4 LIGHTING SECTION ll STAIR 1 LIGHTING SECTION 111 �� ■ KEPHART community • planning • amhitectum 2555 WP NUT STREET DENVER, COLORADO 80205 wmr.FepNeRm NKLOK GROUP BOX 914 GOLDEN,CO. 80402 Phone: 720399-2470 K LOKGROURCOM UI FEMM Z LU M M O O ao U cf)Q �U W ^LU 9 I..L Z (If Q~ H (If Q Q W LU '^ W (J, W N U) O W U 2 � LU co ' ^ V co � N� o�pRroou�F�s V��PO�Yy" Fp °6t 42 t } SS%ONALE��'\ 03.25.2021 No. Date Issue 0&]8.10 MRTP1 5+ 5 RC ibtl DJV 140FC pesgne DMB s 07/25/2019 JobNumlxT 218094 Down By CP CNSJwd By DS Ttle STAIR LIGHTING SECTIONS Men Numinr Heil 811 Barton Springs Rd. Ste. 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 10135799 LU o0 U) < O Doo 2 Q W W U, W CD 0 Q w 2 DATE: JANUARY 14, 2021 REVISIONS't W hedt 2 1. . 1,.OYYN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION: COVER SHEET SHEET NUMBER: 1-0,00 TYPICAL ROOM FINISHES, U.N.O. GENERAL NOTES SYMBOLS LEGEND INTERIORS SHEET INDEX ttP.MPADAT ECNP.STO. ryp. STAIRS TYR. STORAGE ttP.OFFICE TYR. SINGLE PUMPIDATAEMIP. STC. PUBLIC RESTROOM G1. GENERAL CONTRACTOR TO COORDINATE ALL BLOCKING: LAYOUT DIMENSIONS AND PENETRATIONS REQUIRED. 02. ALL CONSTRUCTION MATERIALS, FIXTURES, FINISHES. ETC. ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS XX REVISION# SHEET# DRAWING TIRE 40.00 COVERSHEEf PT-3 PT3 Pi-3 PT-3 f PT3I PT-0L WTD/MR-1 G3. CONTRACTOR TO PROMOS PRODUCT CERTIFICATES& SHOP DRAWINGS OF ALL MILLWORKM.ASEWORK AND SAMPLES OF ALL FINISHES AND 40.01 FINISH SCHEDULE R&1 PB-1 RB-1 0761 ARCHITECTURAL SPECIALTY ITEMS FOR APPROVAL. ELEVATION TAM 40.02 FINISH SCHEDULE SGt or VF-1 CPT5 SG1 or VF-1 CPT-2 VF-1 0761 I ST-3 C4. PROVIDE WOOD BLOCKING BEHIND ALL WALL MOUNTED ITEMS. XX 40.03 FINISH SCHEDULE 02 12 G5. THESE DRAWINGSSHAIL NOT BE SCALED FOR CONSTRUCTION PURPOSES. IN THE EVENT OF AN INCORRECT OR AN OMISSION OF NECESSARY DIMENSIONS CONTRACTOR SHAUL NOTIFY INTERIOR DESIGNER OR OWNERS REPRESENTATIVE. XX bxrc XX 40.04 DECORATIVE LIGHTING SCHEDULE M. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY INTERIOR DESIGNER OF MY DISCREPANCIES THAT COULD EFFECT THE DESIGN AND FINISH OUT OF THE PROJECT. XX 41.0013 BASEMENT LEVEL FINISH PLAN, ARM 'B' 41.00 BASEMENT LEVEL FINISH PLAN, AREA'C' TENANT TYP.ALL G7. DO NOT SUSPENDANY ITEMS FROM METAL ROOF DECKS, HORIZONTAL BRIDGING, X-BRACING, PIPES OR CONDUITS, OR ANY OTHER WORK BYOTHER 41.014 FIRST FLOOR FINISH PIAN, AREA ST C RESTROOM PUBYR.LIC STORAGE PUBLIC RESTROOM PT3 PT3 PT-1 PT-I INT-1.2/MR-1 TRADES. GB. EACH CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF ALL APPLICABLE LAWS AND ORDERS OF PUBLIC OFFICIALS WITH JURISDICTION FOR SAFETYOFPERSONSANDPROPERTY. ���` 'ENURGED 41.01B FIRST FLOOR FINISH PIAN, AREA 'B' RB -1 T'-^ SC -1 FT-1 WPIIST3 G8. VERIFY WITH MANUFACTURER OR SUPPLIER THE ME,LOCATION, AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT THAT IS TOM FURNISHED BY OWNER OR OTHER CONTRACTORS PRIOR TO MY CONSTRUCTION PERTAINING TO THE SAME IS BEGUN. PIAN TAG J 41.01C FIRST FLOOR FINISH PIAN, AREA'C 41.010 FIRST FLOOR FINISH PIAN, ARM 'D' 12 G10. WHERE MULTIPLE FINISHES ARE LISTED IN THE SAME ROOM, OR ON THE SAME WALL, REFER TO INTERIOR FINISH PLANS ANDOR INTERIOR ELEVATIONS FORAPPLICATION. 41.02A SECOND FLOOR FINISH PIAN, AREA" A- 41.02B SECOND FLOOR FINISH PIAN, AREA TT Gll. INSTALL WFI AT ALL EXPOSED UNDERCOUWER SPACES IN FOOD SERVICE AREAS. XX4-7.XK 41.02C SECOND FLOOR FINISH PLAN, AREA" C' G12. ELEC. SWITCHIOUTLET& COVER PLATE COLOR TO MATCH WALL SURFACE, U.N.O. G13. REFER TO INTERIORS COVER SHEET FOR ALL BACK OF HOUSE FINISHES AND TYPICAL FINISHES. SECTION TAG 7 41.02D SECOND FLOOR FINISH PIAN, AREA D' G14. ALL KEYED NOTES MAY NOT BE USED ON EVERY SHEET. 41.011 THIRD FLOOR FINISH PIAN, AREA" A" G15. INTERIOR DESIGNER TO BE NOTIFIED OF ALL CEILING HEIGHT CHANGES OR CONFLICTS THAT M NOT COMPLY WITH THESE DRAWINGS. 41.038 THIRD FLOOR FINISH PIAN, AREA T" 016. REFER TO ARCH. IM.E.P. DRAWINGS FOR ALL PLUMBING EQUIPMENT, U.N.O. GIT. REFER TO FOOD SERVICE DRAWINGS FOR ALL FWD SERVICE EQUIPMENT, U.N.O. G18. ELEVATOR CAB STANDARD FINISHES: KE: KEYEDED OTE O1 RE: KEYED NOTES LEGEND 41.03C THIRD FLOOR FINISH PIAN, AREA C' 41.03D THIRD FLOOR FINISH PIAN, AREA" D' FLOORS: ELEVATOR I:9-2, ALL OTHER ELEVATORS: VF-1 ON SAME$HIM 41.ONA FOURTH FLOOR FINISH PIAN, AREA' A" 41.018 FOURTH FLOOR FINISH PLUM, AREA W WALLS: SIDE WALLS: PL-2, BACK WAIL PL3 DENOTES EXIEW OF A 41.OIC FOURTH FLOOR FINISH PIAN, AREAL MORS: GOLDEN BRUSHED STAINLESS STEEL HANDRAILS: ROUND, STRAIGHT ENDS (HR81) SPECIFIC WALL FINISH �PT3� 41.010 FOURTH FLOOR FINISH PIAN, AREA -17 CAB FRONT, RETURN AND TRANSOM: POWDERCOATED TO MATCH PT-2 42.0 ENLARGED UNIT PLANS BASFiFRIEZEIREVIIALS: BRUSHED STAINLESS STEEL HSS) THRESHOLD: ALUMINUM XX-X CEILING FINISH XX-X WALL FINISH 42.01 ENLARGED UNIT PLANS 45.08 BASEMENTLEVELF Mn%&CWRDINATONPLAN,ARa-V CEILING: POLYGAL PANEL, T5 FLUORESCENTTUBES(LF1) XX-X BABEFINISH XX-X FLOOR FINISH 45.000 BASEMENT LEVEL FURNHURE& COORDINATION PLAN, AREA 'C' G18. CONTRACTOR TO PROVIDE MANUAL ROLLER SHADES IN ALL, COMMON AREAS% COUNTERTOP FINISHAABINET FINISH X X,X KEYED NOTES MANUFACTURER: MECHO SHADE SYSTEM 45.01A FIRST FLOOR FURNITURE B COORDINATION PLAN, AREA 'A' MATERIAL: 5300 SERIES EUROVIEL 15% OPENNESS FACTOR COLOR:TBD n /K�REVISION TAG zh 45.GIB FIRST FLOOR FURNITURE B COORDINATION PLAN, AREA 'B' 45.01C FIRST FLUOR FURNITURE B COORDINATION PLAN, AREA'C FASCIA& END CAPS COLOR: TBD G20. ALL &CREW-BASE FIXTURES TO BE RRABLED TO HAVE LAMP WATTAGE RESTRICTIONS AS SPECIFIED BELOW HUM FIRST FLUOR FURNITURE B COORDINATION PLAN, AREA-V PAINT 45.02A SECOND FLOOR FURNITURE& COORDINATION PIAN, AREA" A' ABBREVIATIONS 4&02B SECOND FLOOR FURNITURE& COORDINATION PIAN, AREA T3' Pl. B'8'%8'8"MOOKUPS OF EACH PAINT COLOR AND CONTACT INTERIOR DESIGNER TO SCHEDULE SITE VISIT TO CONFIRM TO AALLPROVIDE EACHCONTRACTOR EACH PRIOR TOAPPLICATON. 45.02C SECOND FLOOR FURNITURE BCOORDINATION PIAN, AREA "C' AFF ABOVE FINISHED FLOOR 45.02D SECOND FLOOR FURNITURE& COORDINATION PIAN, AREA TY P2. ALL KITCHEN PREP WALL AND CEILING AREAS SHALL BE PAINTED WITH EPDXY PAINT. CL CENTERUNE P& MECHANICAL GRILLES AND WALL DIFFUSERS, ELECTRICAL PANELS, ACCESS PANELS,ETC. MICH ARE EXPOSED IN FINISHED$PACM SHALL BE PAINTED, IN PROPER PAINT FORMULATION, TO MATCH THE SURFACE ON WHICH THEY OCCUR. CLD CEILING CUR CLEAR DIA DIAMETER 45.03A THIRD FLOOR FURNITURE& COORDINATION PIAN, AREA' A' P4. TYPICAL OVERALL PAINT FINISHES(U.N.O.k WALLS:EW SHELL ISATIN DIM DIMENSION DWG DRAWING EA EACH 45.038 THIRD FLOOR FURNITURE& COORDINATION PIAN, ARM 'B' 45.03C THIRD FLOOR FURNITURE& COORDINATION PIAN, ARMC" TRIM:SEMIGLOW ELEV ELEVATION EO EQUAL MGM THIRD FLOOR FURNITURE& COORDINATION PIAN, ARM 'D" 45.4A FOURTH FLOOR FURNITURE B COORDINATION PIAµ AREA-9 CEILING: FLAT FIXT FIXTURE CMU:SEMI-GLOSS FTN FLOOR FO FACE OF 45.48 FOURTH FLOOR FURNITURE& COORDINATION PIAµ AREA' B" DOORS B FRAME: SEMIGLOSS GYP GYPSUM WALL BOARD HDWD HARDWOOD 45.04C FOURTH FLOOR FURNITURE B COORDINATION PIAµ AREA"C' P5. ALL FWD SERVICE AREAS, JANITOR CLOSETS, WILED UTILITY, HOUSE KEEPING, AND TOILET WALLS AND CEILING PAINT SHALL BE WASHABLE SEMIGLOSS FINISH. INT INTERIOR MAX MAXIMUM 45.4D FOURTH FLOOR FURNITURE B COORDINATION PIAµ AREA-7 M CONTRACTOR TO ENSURE THAT PAINT FORMULATION IS APPROPRIATE TOSUBSTRATEWHICH IT IS APPLIED. M l MIINAMLUM 48.00 INTERIOR ELEVATIONS 48.01 INTERIOR ELEVATIONS P7. ALL GYPSUM BOARD SOFFITS AND CEILINGS SHALL BE PAINTED PT-3 U.N.O. IN INTERIOR ELEVATIONS. NIC NOT IN CONTRACT OC ON CENTER 48,02 INTERIOR ELEVATIONS TILE OH OPPOSITE HAND PLYO PLYWOOD 48.03 INTERIOR ELEVATIONS RCP REFLECTED CEILING PIAN T1. PROVIDE CEMENTITOUS BOARD BEHIND ALL TILE IN WET AREAS. SCHED SCHEDULED M ANY VERTICAL WALL TILE TERMINATION$HAUL BE FINISHED WITH SCHLUTER"JOLLY- TRIM PROFILE AT EXPOSED EDGE; SCHLUTER FINISH TO SE BRUSHED COPPER ANODIZED ALUMINUM. SIM SIMILAR SS5 s dloSIXS TYP TYPICAL I&.04 INTERIOR ELEVATIONS 4g,0$ INTERIOR ELEVATIONS T3. ALL PORCELAIN WALL TILE WAINSCOTS SHALL BE MINIMUM N' HIGH, INCLUDING BULLNOSE FINISH TRIM, EXTENDING ABOVE ELEC. SWITCH PLATES, U.N.O. IN INTERIOR ELEVATIONS. UC UNDERCABINET UNO UNLESS NOTED OTHERWISE L&W INTERIOR ELEVATIONS 47.)0 DETAILS MF VERIFY IN FIELD T4. TYPE X DRYWALL AND REFRACTORY MORTAR TO BE USED AT ALL FIREPLACE LOCATIONS. NOTE 1. ALL ABBREVIATIONS LISTED ABOVE MAY NOT BE USED ON THIS 47.01 DETAILS T5. ALL WOOD{OOK TILE TO BE COVERED DURING CONSTRUCTION TO PROTECT GROUT. PROJECT. 2 ABBREVIATIONS FOR FINISHES CAN BE FOUND ON THE FINISH 47.02 DETAILS WOOD SCHEDULE. 47.03 DETAILS 47.4 DETAILS W1. ALLHARI)WOODTOMMAPI-EORAPPROVEDEM4. IF MAPLE IS UNAVAILABLE, SAMPLE OF ALTERNATE WITH STAN APPLIED TO BE PROVIDED TO KEYED NOTES DESIGNER FOR APPROVAL. 47.05 DETAIL& CASEWORK CO2. ALL STAINED WOW MEER TO BE RIFTGUT WALNUT 1. TSI:TLETOTILETRANSITION 47.06 DETAIL& Cl. ALL URGED INTERIOR SURFACES OF ALL CABINETRY TO BE FINISH ED WITH WHITE MEIAMINE, U.N.O. W3. ALL WOOD DIMENSIONS SHOWN ARE NOMINAL. 2. TS2; MODULAR CARPET I AWL. FLOOR TO TLE 3. TSN; SEALED CONCRETE TO TILE TRANSITION 47.07 DETAIL& C2. ALL BENEXPMED SURFACES TO BE CLEAR FINISH. W4. ALL STAIN GRADE CUSTOM MILLWORK TO BE Will, U.N.O. 4. TS4; WALL TILE TO FLOOR TILE TRANSITION 5. TSS; WALL TILE TO GWP AND OUT SIDE CORNER TRANSITION 47.08 DETAILS 47.08 DETAILS C3. ALL CABINETS WITH ADJUSTABLE SHELVES TO HAVE 6MM 0 HOLES AT 64 MM ON CENTER VERTICALLY FOR SHELF SUPPORTS. S T%: VINYL FLUOR TO CARPET TRANSITION G. ALL DRAWER GLIDES TO HAVE A MINIMUM 100 LB CAPACITY AND FULL EXTENSION, U.N.O. TRIM 7. TS7: SEALED CONCRETE TO CARPET 8. TYPICAL UNIT COLUMN, WALL B CEILING TREATMENT, 47.10 DETAILS C5. ALL CABINETRY HINGES TO BE CONCEALED SELF CLOSING HINGES, U.N.O. TRI. PROVIDE INSIDE AND OUTSIDE CORNER TRIM PIECES AT ALL RESIDENT VINYL OR RUBBER AND COVE TILE BASE SPECIFICATIONS. RE IW. ELEVATIONS S MC SCREEN ABOVE HALHREIGHT WALL, RE. C6. DECORATIVE HARDWARE PULLS AT ALL FRONT OF HOUSE COMMON AREAS: TR2. ALL HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED TO MATCH THE ADJACENT WALL COLOR IN PROPER PAINT FORMULATION U. N.O. ELETVE NTI; INTERIM NT LEVATIONS HOW-1,2 (REFER TO INTERIOR UBT OF FINISHES FOR EXACT SPECIFICATION) TR&ALL WOOD DOOR$AND FRAMES SHALL BE PAINTED PT-2, U.N.O. 10. RE WAD FOR TYPICAL FINISHES 11. FULL HEIGHT PANEUNG. RE INTERIOR ELEVATIONS DECORATIVE HARDWARE PULLS AT ALL BACK OF HOUSE MILLWORK TR& ALL CROWN MOULDING AND CEILING TRIM SHALL BE PAINTED PT-2 U.N.O. AND SHALL BE APPLIED AT WALUCEILING TRANSITION ON GYPSUM BOARD 12. WALL TILE ON ALL WALLS TO BY AFF, TS4,5 TYR. U.N.O. FULL HUM (REFER TO INTERIOR LIST OF FINISHES FOR EXACT SPECIFICATION) DECORATIVE HARDWARE PULLS AT ALL RESIDENT UNITS: CEILINGSONLY. LAY-N SCHEDULED TO RECEIVE ACT SHALL NOT RECEIVE CROWN MOULDING. TR5. ALL AWL OR RUBBER BASE SHALL BE ADHERED ATTOP, W70M AND AWSEAMS. HSGHTTIMONWETWALL 13. NOT USED 14. TM; SEALED CONCRETE TO VINYL FLOOR TR&ALL STANDING& RUNNING MILLWORK TRIM SHALL BE PAINTED PT-2 U. N.C. 15. NOT USED UHDW-1(REFER TO INTERIOR LIST OF FINISHES FOR EXACT SPECIFICATION) UNITS1& TRY. ALL FIRE EXIT DOORS& TRIM TO BE PAINTED PT-2 U.N.O. 16. WINOOWTO HAVE FROSTED FILM 17, TYPICAL CASED OPENING, RE: 0448.04 SPECLALTY CASED OPENING WI DECORATIVE WALL SCONCES, RE 05118.04 I.I. REFERENCE FINISH SCHEDULE FOR FINISH SPECIFICATIONAND LOCATION IN ALL RESIDENT UNITS. FLOORING 19, WALL TILE ON ALL WALLS TO 67 AFF, TS485 TYR. U2. RESIDENT UNIT ENTRY WORRRIM FINISH: F1. REFERENCE INTERIOR FINISH SCHEDULE FOR TYPICAL FLOOR FINISH TRANSITIONSPECIFICATIONS. COMMON ARENCORRIDOR SIDE DOOR &TRIM PAINTED PT4 P2. JOHNSONITE SUBFLOOR LEVELER SYSTEM(LS40) TO BE USED AT ALL FLOOR FINISH TRANSITIONS, U. N.C. FLOATED FLOOR MAY SE REQUIRED FOR INSIDE IL RESIDENT UNIT: DOOR &TRIM TO BE PAINTED UPi-2 SOME APPLICATIONS FLUSH TRANSITIONS REM IRED, TYPICAL. U3. ALL RESIDENT UNIT ENTRY %TASTERS& SOFFIT TO BE PAINTED PT-2, RECESSES PAINTED PT-1. U.N.O. SEE FINISH PIANS& INT. ELEVATIONS FOR M. ALL FLOORING MATERIALTRANSITIMS SHALL OCCURAT CENTER OF OPENING DEPTH. ALLTRANSRIOMATDWRSSHALLOCCURATCBUMNEOF FURTiERDETAIL. MOR THICKNESS U.N.O. U4. ALL UNITWINDOWS I DOORS TO RECEIVE 2" FAUX WOW BLINDS GRABEROR EQUAL. F4. ALL AWL AND PORCELAIN FLOOR TILE PATTERNS SHALL BE CENTERED ON ROOM U.N.O. NOTED ON ENLARGED FINISH PLANS. 811 Barton Springs Rd. Ste. 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 10135799 LU o0 U) < O Doo 2 Q W W U, W CD 0 Q w 2 DATE: JANUARY 14, 2021 REVISIONS't W hedt 2 1. . 1,.OYYN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION: COVER SHEET SHEET NUMBER: 1-0,00 Iii ZUESHLOULL INISX SCHEDULE Ridge House Active Adult I Project H: NS 03/19/202) -Progress Sent Dab: 05/01/2021-Pa"If Set 07/29/2020- VE Pricing Set REVISED: 01/14/'419 -Owner Revisions EGEND LET MI Near nLan%p NL TB arms UnIrPreF "Car MWwtlC IM BIT Ihrpul3L an MauuAr) Mti Corn%E mh OF Docurh,q Prior l unit wai To UBPT LMcloom Courn MT WYlnle Prout dra ED Equipment UsCRIN VCT u"M Gunw+tim The e Vale WM fkai PY,k 91,M.alcl arm moan Tem FAR, Fairly Warren Pannl ItiIFkp Tlb SubMa WLlmveM1g SkIeO<maeW Mmm WONOese 9904 Und GYP cmaumlmad B O,eas.¢) UST w.li i,ocaae,, HISHpnlmoaawalw,.rq arc cpnam "rNu n ores PF,a,enlpnlcanarwra.FnP. 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I9J2jI92-ISn RCUIp Mute SXADE:Opd AcMlc (I]I 21409 RE D¢Chk01 x8"Hx2d'-9E' pill SKU:IIG99Bp0 Drawings DAN adj.OAH WAU SCONCE Wall Mounted G9- NAME: Mato Lobby Kate Alison Shade RE: Electrical OF -2 1 Mm Wedgebase- FINISH: Aged Brass Fireplace Mimi kale®alvonandcampanycom HL174MI2 Dm i IS - AGBISKInterior LED Yka lVtled SXAN: Black 121 19721492-1523 DIM :&DIrs II'Hx II"D Devalbn5 Rmmpde CHANDELIER Ceiling G25 Globe NAME: Leather Strap IfMounted- LED Metals Chandelierbey Brenna STEME 6JY'to 111 AWS' DF3 Iz IoW Color lamp: FINISH: Dark Anfil utterm051 Menna®Whmanngmup.com 79297721 1 z Vnderade of 2I0]K &ovesumbue Bmisl Sun ROOM214]4]-3151 6 fixture lead time Mucel: SHAOI: N/A 111 RE: Dectreal 1 OG25DLED9D DIM: 49 W x 35' H x so Dressings Maxli E Pmmode Ceiling SOLGIobe cusroM nxDAM Mounted Stella Pendant Light 1£11 Sun ora Customer SerNce IpW colorTempFN13M: LOStine SMpke15)82aitln¢.aOm - 5 VntleRVJe of mal 1416 Weeks Bois l5j DOJK 12151825]2]0 Mure SHADISK MWeI: IOG25DLED92] DIM: 815" tlla x ].]SH 8.75 dIksso7.7l RE:Ded! al Drawings e AzexWa szeii 'a 6eikag MedWefL Drs 6F561eBa Lica 6NdYBNIxt EA "morp I, r,.... ¢edeFsideet- MOT 8 JBw 14. t&EeGtMeMa M.... 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IdO998DD FLUSH MOUNT G9 Caging Flush NMMF: Ra Kate Nlson Grubb Wetlgeed Yogo HI413p1- Ietl RE: Dr.? 1 dW Max LED InegraletlLED FINISH: Aged Beass/Mite Black Mihl kale®albonantl2-1523 ycom AGB/BK 12 Eledred - SHADE Glass. Mite M2) 19]21492-159 "rkweed °wxsX Drawings DIMES LIMAR PWDAM NAME: wear Wood LED ^¢ling lea e'O' IMegrWeK LED Pendant Fitness Jeanne McCrea to 01 OF1045W FIXISX: Metal bodyn Wast Elm Imccreadwsgmom W2736 6 uoxturn, 2weeks MtiOUe Moss 2140001 SHADE: Walnut RE: ElecMcal DILMI Wx4"Ox4"H Dmwinps Marmite g Dimmade Al9 NME lana[ mounted B' U' Enclosed RaM a B irmon FINISH : Bleck COOrld0r26 IO VbtlMlr 01 OF119W Hlnxey Ughfing RAHEEMA®WMINGNEWYORY.COM 43I7BK 9 2Weeks SMADF: HChetl Opal 191 MUre for Te Color Temp' 826631439]5%155 2IWK Wx DIM:13"Wx12J'Hx RE. BKU 110A98pp 45 OAH Drawings PENDANT NMM: HoItsvFle Mature L'ghf Wall Mounted ESS Medium FINISH : Old Lbary Hudson Valley KMA Nison Gmbb RE: Bectrical OF -12 2 dW Base -ilp Bulb kale®alBonandcanpanycam 531808 2 Draaing56 to4)Weeks "Bulb IndVtletl her SXADE: Leather 121 IgM1Mg 7 2149 215 9 Intend DIM: I@cluded 'Xx55"D 19 Dev lions -Bulb InCIVtl¢tl Dimmable NAME. PENDANT Ceiling G25 Globe NAME: Weq Wo9tl IED fl Mounted LED Paul Hernandez Staggered DFI3 1 IoW Caloriemp: FUJI FIn MHaI BOSj In Mail Nueva �ulh XGFII03 5 RP.Eledri 2Weeks 151 Llvlrg 11161 ]BI -6]62 soMil It Drat n 6 Is METAL M5DLE SHAN.e&asF SHADE: WEMW Intdry IpG25DLED92] DIM: 62" W x IF D x d"X 5evatbn5 /7208 Marmite Dimmable PENDANT G25 Globe ^eilog NM :Mio Penaont mounted 8'O' IED Mirsatla XOHovac FINISH. ALIBasz Conference to vntlersltle of DF 14 1 IOW Calor Temp Adeinn mhotiiovac®aderowasrad.com 4100.5 I 2Weeks Begs fl MUre 903K 9J21488-PoW Mor DIM: DIM 29'DIax1YXx REElectrical 10CMDLED92J'u50AX Orowin95 IJAB 811 Barton Springs Rd. Ste. 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 10135789 Li o CJ U) J O O 0 O LU W LU! n W25 0 C1/� 111-1 W DATE: JANUARY 14, 2021 REVISIONSI,/ fNIFN 2 1. 4..21 ,OWN REVISIONS C Ing pHs PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION: DECORATIVE LIGHTING SCHEDULE SHEET NUMBER: 1-0.04 I KEYED NOTES 1. TS -1; TILE TO TILE TRANSITION z. TSB; MODULAR CARPET MNYL FLOOR TO TILE & TSB; SEALED CONCRETE TO TILE TRANSITION 4. TS 4; Wk.. TLE TO FLOOR TILE TRANSITION S. TSS; WALL TILE TO GWR AND OUT SIDE CORNER TRANSITION & TIM; VINYL FLOOR TO CARPET TRANSITION T. BT; SEALED CONCRETE TO CARPET S. TYPICAL UNIT COLUMN. WALL 6 CEILING TREATMENT, RE INT.E ATONS 9. DRI: DECOMTWE SCREEN A& HAF-HETGHT WAL, RE. INTERIOR ELEVATIONS 10. REMIAOFORTYROOLRNSNES 11. FULL FELE ON ALIING. T V AFF, ELEVAn W. UL 12. WALL TLEONALWALLS ro80'AFF, 1343 TT.uxo. FULL NOTUSE IEONWEf VIAL 13. NOT USED 1 & . TSSEAI.EDCONCREIETO VNVLFLOOR 155. NOTUSED 13. WWDOWTDHAVEFROSTEDFIUM : n. TYPICALCASEDOPENING V# 4.04 DECO 13. RE 09-6.04 19. W/OECORATIYE WNL SCONCES, RE OMILE 19. WALLTLEONALL WALLS TDN'AFF, 734857YP. _ MATCH LINE -AREA- B MATCH LINE - AREA -C 1w 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 Wg co g L L0 O Q O Q LLJ LU Ur CW■�/\� ~ LL �1I Lu 2 ry DATE: JANUARY 14, 2021 RE 1510Ns t W heat 2 0421.g?REVISIONS O c Ing DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION BASEMENT FINISH PLAN SHEET NUMBER: 1-1.00B J :3 MATCH LINE - AREA -B MATCH LINE - AREA -C _ I KEYED NOTES 1. TS -1; TILE TO TILE TRANSITION I TSB; MODULAR CARPET MNYL FLOOR TO TILE L TSB; SEALED CONCRETE TO TILE TRANSITION 4. TS 4; WALL TLE TO FLOOR TILE TRANSITION & TSB; WALL TILE TO GWR AND OUT SIDE CORNER TRANSITION & TSB; VNYL FLOOR TO CARPETTRA61TION T. TBT; SEALED CONCRETE TO CARPET B. TYPICAL UNIT COLUMN. WALL 6 CEILING TREATMENT, RE INT. ETEVATONS 9. DRI: DECOMTWE SCREEN ABOVE HAFJIETGHT WAL,RE. INTERIOR ELEVATIONS 10. RE 40.00 FdtlYPN.AL FlNSIE$ 11. RAL FEIEION ALIING. T VAFF,,TS4J5A .UL 12. WULTMEEOALL NWETusroemArF,rs4s Tro.uxo.Flu NOT USE IEONWEf vMLL 13. NOT USED 1 & . TSSEAI.EDCONCREIETO VNVLFLOOR 155. NOTUSED 10. WWDOWTDHAVEFROSTEDFIUA : n. TYPICALCASEDONINING DECO 13. RE 09-6.04 19. W/DECORATIVE WNL SCONCES, RE OMILE 19. WALLTLEONALL WALLS 7C180'AFF, 734857YP. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 Wwg _ I N L L0 O Q O Q LLJ W Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 RE 1510Ns t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION BASEMENT FINISH PLAN SHEET NUMBER: I-1.000 KEYED NOTES 1. TSI; TLE TO TLE TRAL@RION 2 TS@; MODULAR CARPET/VINYL BOOR TO TILE & T33; SEALED CONCREIETOTIETRANSTON 4. TSI; WALL TLE TO FLOOR TILE TRANSITION & TSQ WALL TIE TO GWP AND OUT SIDE CORNER TRANSITION & TS VINYL FLOOR TO CARPET TRANSITION 7. TS -7, SEALED CONCRETE TO CARPET & TYPICAL UNIT COLUMN, WALL& CEILING TREATMENT, Re NT. ELEVATIONS 9. DP-,; DECORATIVE SCREEN ABOVE HALF -HEIGHT WALL. RE INTERIOR ELEVATIONS 10. RE:MLODPORTYPICALFINISHIS 11. FULL FEIW PANELNG. RE: INTERIOR ELEVATIONS 12. WALL TILE ON ALL WALE TO SO- AFF, TSI,5 TYP. U.NO. 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R.21,,QWN REVISIONS p. c nT0 ' PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FIRST FLOOR FINISH PLAN SHEET NUMBER 1-1.01A I RST FLOOR FINISH PLAN - AREA B __ KEYED NOTES 1. TSI; TLE TO TILE TRAMMION 2 TS@; MODULAR CARPET/ MIKE FLOOR TO TILE & M SEALED CONCREIETO TILE TRANSITION 4. TS -4, WALL TINE TO FLOOR TILE TRANSITION & TSS WALL TIE TO OWP NO OUT SIDE CORNER TRNISITION & TS MNYL FLOOR TO CARPET TRANSITION 7. TS-TSEALEDCONCRETETOCARPET & TYPICAL UNIT COLUMN, WALL& CEILING TREATMENT, Re INT. ELEVATIONS 9. DP -I; DECORATIVE SCREEN ABOVE HALF -HEIGHT WNL. RE INTERIOR ELF/ATION9 10. RE 10.00 FOR TYPICAL FINISHES 11. FULL HEIGHT PANELING. RE: INTERIOR ELEVATIONS 12. WNL TILE ON ALL WALLS TO 6V AFF, TS4,5 TYP. UHO. FULL XA NWET WNL . NOTUSIED 14SEO 14. TSA; $EALEDGOHiDREfETDYMYI. FLOOR 15. NOT used 17. IMNDOWCA O FROSTED :04 IT. TYPICAL YCASOPENINING DECO 1e. RE.051 cuEDGPEMNGxvDEcoRAm/Ew,w.scoNces. RE 0fiTILE 19. WALL TILE ONALL WALLS TCIBO'AFF, TSA86 TVP. I BUILDING AREA KEY PLAN I m 811 Barton Springs Rd, Ste. 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.stud!oSIX5.com OWNER: WAZEE CONSULTANT; SEAL: HUD PROJECT NUMBER'. 101-35799 W o U) 9 J O O O = Q w Lu CD Lu o C) Q F- C) w DATE: JANUARY 14, 2021 RVGS .N 1.21,. REVISIONS p c nTM ' PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FIRST FLOOR FINISH PLAN SHEETNUMBER 1-1.01B � t W w z J J RST FLOOR FINISH PLAN - AREA C 41/ _AL KEYED NOTES 1. TSI; TLE TO TILE TRWORION 2 733; MODULAR CARPET/ VINYL FLOOR TO TILE 3. 733; SEALED CONCRETE TO TILE TRANSITION 4. TSI; WALL TLE TO FLOOR TILE TRANSITION S. TSS WALL TLE TO GWP AND OUT SIDE CORNER TRANSITION & T" MNYL FLOOR TO CARPET TRANSITION 7. TS-TSEALEDCONCRETETOCARPET & TYPICAL UNIT COLUMN, WALL& CEILING TREATMENT, Me NT. ELEVATIONS 9. DPI; DECORATIVE SCREEN ABOVE HALF -HEIGHT WNL, RE INTERIOR ELEVATIONS 10. RE W.00 FOR TYPICAL FINISHES 11. FULL HEIGHT PANELNG. RE: INTERIOR ELEVATIONS 12. WALL TILE ON ALL WALLS TO 00' AFF, TS4.5 TYP. U.NO. FULL 13. NOTUSE NTUSE LEON WET WNL O 14. TSA; sExmcOxcREIETOvxn. BOOR 15. MET USED 13. WINDOWI HAVE FROSTED FILM IT. TYPICAL fi CA CASED OPENING OMAN 1e. RE.010 cuEDGPEMNcxvDEcoRAm/Ew,w.scoNces. RE 0fiTILE 19. WALL TILE ON ALL WALLS TC/B0'AFF, T3A86 TYP. I BUILDING AREA KEY PLAN I m 811 Barton Springs Rd, Ste. 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.stud!oSIX5.com OWNER: WAZEE CONSULTANT; SEAL: HUD PROJECT NUMBER'. 101-35799 W o U) 9 J O 0 O = Q w Lu CD Lu o CID Q F- C) w DATE: JANUARY 14, 2021 REVISIONS (V4 heat 2 1. .21,.QWN REVISIONS p c PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FIRST FLOOR FINISH PLAN SHEETNUMBER I-1.01 C MATCH LINE - AREA - _ MATCH LINE -AREA- RST FLOOR FINISH PLAN - AREA D KEYED NOTES 1. TSI; RLE TO RLE TRASRION 2 TS@: MODULAR CARPET/MATT. FLOOR TO RLE & MSEALEDCONCREIETOTILETRMISRION 4. TSI; WALL TLE TO FLOOR TILE TRANSITION S. TSS WALL TLE TO GWP AND OUT SIDE CORNER TRANSITION & TS MNYL FLOOR TO CARPET TRANSITION 7. TS -7, SEALED CONCRETE TO CARPET & TYPICAL UNIT COLUMN, WALL& CEILING TREATMENT, RE: NT. ELEVATIONS 9. DP -1; DECORATIVE SCREEN ABOVE HALF -HEIGHT WALL. RE INTERIOR ELEVATIONS 10. RE 10.00 FOR TYPICAL FINISHES 11. FULL HOW PANEUNG. RE: INTERIOR ELEVATIONS 12. WALL RIE ON ALL WALLS TO OV AFF, TSI,& TYP. U.NO. FULL XFI US111 NWET WALL 13. NOTUSED 14. TSA; $EAED CONCREIETOMNYL BOOR 15. MET USED 13. WINDOWTO RAVE FROSTED FIN 17. TYPICAL fYCASEPENINING OMAN 18. RE.051 ttCAEDOPEMNG W/DECORATIVE WAISCANCES. REO&TILE 19. WALL TILE ON ALL WALLS TC/B0'AFF, T3A86 TYP. I BUILDING AREA KEY PLAN I m 811 Barton Springs Rd, Ste. 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.stud!oSIX5.com OWNER: WAZEE CONSULTANT; SEAL: HUD PROJECT NUMBER'. 101-35799 W o U) 9 J O 0 O = Q w Lu CD Lu o C) Q F- C) w DATE: JANUARY 14, 2021 REVISIONS t `N heat 2 1. .21,, REVISIONS p c PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FIRST FLOOR FINISH PLAN SHEET NUMBER 1-1.01D AIII MATCH LINE -ARE _ MATCH LINE -ARE 1, I KEYED NOTES 1. TSI; TILE TO TILE TRANSITION 2. TSB; MODULAR CARPED/ NNYL FLOOR TO TILE & TSB; SEALED CONCRETE TO TILE TRANSITION 4. TS 4; WILL TLE TO FLOOR TILE TRANSITION S. TSA WALL TILE TO GWP AND OUT SIDE CORNER TRANSITION & TSB;VINYL FLOOR TO CARPET TRA ITION T. TS T; SEALED CONCRETE TO CARPET & TYPICAL IIITCOLUMN,WNIBCEIUNGIREA1L44f, REI; D.ELLVAnON6 & MI; ORAnTIONS ENABOYE HLLF41EIC4R WNL, RE. INIFAIOREIEVAPICAL 10. REL HEl3HTPMEN-FIRSIES 11. FALL FEIEONAU_WAU..RE: INTERIOR ELEVAnON6 12. WALLTLE ONALL WN1ST089'FFF,T34,51YP.U.NO.FW- NOTUSE LEONwET wALL 13. NOT USED 14. SEALEDCONCRETE roMNYL FLOOR NOT 15. WNDOWD 18. TYPICAL ASEDOENIMR: O HAVE FROSTED FILM 1T. TYPICN.00.4EDOPEPNING VilW6.04 DECOR 18. SPE CLLLTYCASEDOPENNG WI OECORATNE WNL SCONCES, RE OMILE 19. WALL TILE ON ALL WN.ISTDN-AFF, iS4857YP. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 Wwg _ I g L L0 O Q O Q LL LU Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REVISIONS t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION SECOND FLOOR FINISH PLAN SHEET NUMBER: 1-1.02A I KEYED NOTES I MI; RLEroRLETRANSITION TB3;MODULAR CARPEriNNYLPLOMTOTILE TS -3; SEALED CONCRETE TO TILE TRANSITION TS 4; WALL TLE TO FLOOR TILE TRANSITION TS3; WALL TILE TO GMP AND OUT SIDE CORNER TRANSITION TS3; VINYL FLOOR TO CARPET TRANSITION TS T; SEALED CONCRETE TO CARPET 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35]99 Wwg _ I g L L0 O Q O Q LL LU Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REvlslorvs t W heat 2 01 .21.,OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION SECOND FLOOR FINISH PLAN SHEET NUMBER: 1-1.026 41/ EA -B AAIk EA -C _ I KEYED NOTES 1. TS -1; TILE TO TILE TRANSITION 2. TSB; MODULAR CARPET WNYL FLOOR TO TILE 3. TSB; SEALED CONCRETE TO TILE TRANSITION 4. TS 4; WILL TLE TO FLOOR TILE TRANSITION S. BB; WALL TILE TO GWR AND OUT SIDE CORNER TRANSITION & TSB; VINYL FLOOR TO CARPET TRA ITION T. BT; SEALED CONCRETE TO CARPET S. TYPICAL UNIT COLUMN, WALL B CEILING TREATMENT, RE INT. ELEVATIONS 9. DRI: DECORATNE SCREEN ABOVE HAF41RUIf WALL, RE. INTERIOR ELEVATIONS 10. RENOAOFORTYPICALFINISNES 11. PUL NEIGNTPANEUNG. RE: INTERIOR ELEVATIONS 12. WALLTLEONALLWA.STOff AFF,TS4,5 TW.U.NO.FUL HEIGHTTILEONWEf WA1 13. NOT USED 14. T88; SEALED CONCRETE TO MNYL FLOOR 15. NOT USED 18. WIIOOWTO HAVE FROSTED FILM 17. TYPICAL CASED OPENING, RE: 0438.04 18. SPECIA.TYCASED OPENING VN DECORATNE WNL SCONCES, RE 0318.04 19. WALL TLE ON ALL WAIS TO W AFF, TS4&5 TYP. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 Wwg _ I N L L0 O Q O Q LL W Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REVISIONS t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION SECOND FLOOR FINISH PLAN SHEET NUMBER: 1-1.02C MATCH LINE -A _ MATCH LINE -A I KEYED NOTES 1. TS -1; TILE TO TILE TRANSITION 2. TSB; MODULAR CARPET WNYL FLOOR TO TILE 3. TSB; SEALED CONCRETE TO TILE TRANSITION 4. TS 4; WALL TLE TO FLOOR TILE TRANSITION S. TSA WALL TILE TO GWR AND OUT SIDE CORNER TRANSITION & TSB; VINYL FLOOR TO CARPET TRASITION T. BT; SEALED CONCRETE TO CARPET S. TYPICAL UNIT COLUMN, WALL B CEILING TREATMENT, RE INT. ELEVATIONS 9. DRI: DECORATNE SCREEN ABOVE HLLF-HE1GHf WALL, RE. INTERIOR ELEVATIONS 10. RENOAOFORTYPIrx FINISES 11. PUL IEIGHTPARRLNG. RE: INTERIOR ELEVATIONS 12. WALLTLEONALLWA.STOff AFF,TS4,5 TW.U.NO.FULL HEIGHTTILEONWETwAl 13. NOT USED 14. T88; SEALED CONCRETE TO MNYL FLOOR 15. NOT USED 18. WIIOOWTO HAVE FROSTED FILM 17. TYPICAL CASED OPENING, RE: 0458.04 18. SPECIA.TYCASED OPENING VN DECORATNE WNL SCONCES, RE 0318.04 19. WALL TLE ON ALL WAIS TO W AFF, TS4&5 TYP. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 Wwg _ I g L L0 O Q O Q LL LU Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REVISIONS t W heat 2 0421.g?REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION SECOND FLOOR FINISH PLAN SHEET NUMBER: 1-1.02D MATCH LINE - AI _ MATCH LINE -A /I/ I KEYED NOTES 1. TSI; TILE TO TILE TRANSITION 2. TS -2; MODULAR CARPED/ NNYL FLOOR TO TILE & TS3; SEALED CONCRETE TO TILE TRANSITION 4. TS 4; WILL TLE TO FLOOR TILE TRANSITION S. TSA WALL TILE TO GWP AND OUT SIDE CORNER TRANSITION & TS3; VINYL. FLOOR TO CARPET TRA ITION T. TS T; SEALED CONCRETE TO CARPET & TYPICAL IIITCOLUMN,WAI6CEIUNG11iEAlA44f, REI; D.ELLVAnON6 & MI; ORAnTIONS ENABOYE HLLF41EIaR WALL, RE. INIFAIOREIEVAPICAL 10. REI HEISHPMEUN.RE:IEs 11. FALLFE-EONAU-WAU..RE:INTERIOR ELEVAnON6 12. WALLTLEONALLETWALL 89'FFF,T34,51YP.U.NO.FW- NOTUSE LEONwEf wALL 13. NOT USED 14. SEALED CONCRETE roMNYL FLOOR NOT 15. D 18. WINDOW WNDOWFROSTED FILM n. TYPICAL CASED OPENIM RE: 046.04 18. SPECLLTYCASEDOPENING VW DECOR ATNE WNL SCONCES, RE OMI 19. WALL TILE fEONALL WA.IST080-AFF, iS48571P. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 Wwg _ I g L L0 O Q O Q LLJ LU Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REVISIONS t W heat 2 01 .21.OWN REVISIONS p c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION THIRD FLOOR FINISH PLAN, SHEET NUMBER: 1-1.03A I KEYED NOTES I MI; TLEro TLETRANSRION T53;MODULAR CARPEriNNYLPLOMTOTILE TS -3; SEALED CONCRETE TO TILE TRANSITION TS 4; WALL TLE TO FLOOR TILE TRANSITION TS3; WALL TILE TO GMP AND OUT SIDE CORNER TRANSITION TS3; VINYL FLOOR TO CARPET TRANSITION TS T; SEALED CONCRETE TO CARPET TYPICALIIMTCOLUMN. WA16 CEIUNGIREATMEM, 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35]99 Wwg _ I g L L0 O Q O Q LL LU Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REvlslorvs t W heat 2 01 .21.,OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION THIRD FLOOR FINISH PLAN, SHEET NUMBER: 1-1.038 MA -B iEA-C 1w I KEYED NOTES 1. TS -1; TILE TO TILE TRANSITION 2. T&2; MODULAR CARPET WNYL FLOOR TO TILE 3. TSB; SEALED CONCRETE TO TILE TRANSITION 4. TS 4; WILL TLE TO FLOOR TILE TRANSITION S. TSB; WALL TILE TO GWP AND OUT SIDE CORNER TRANSITION & TSB; VNR. FLOOR TO CARPET TRASIRON T. BT; SEALED CONCRETE TO CARPET S. TYPICAL UNIT COLUMN, WALL 6 CEILING TREATMENT, RE INT. ELEVATIONS 9. DRI: DECORNWE SCREEN ABOVE HAF41RUIf WALL, RE. INTERIOR S-EiATIONS 10. REPOAOFYNTYPICALFINISNES 11. PUL NEIGNTPANEUNG. RE: INTERIOR ELEVATIONS 12. WALLTLEONALLWA.STOff AFF,TS4,5 TW.U.NO.FUL HEIGHTTILEONWETWA1 13. NOT USED 14. TS4; SEALED CONCRETE TO MNYL FLOOR 15. NOT USED 13. WIIOOWTO HAVE FROSTED FILM 17. TYPICAL CASED OPENING, RE: 0448.04 13. SPECIA.TYCASED OPENING WI DECORATNE WAIL SCONCES, RE: 938.04 19. WALL TLE ON ALL WAIS TO W AFF, TS4&5 TYP. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 Wwg _ I g L L0 O Q O Q LL LU Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REVISIONS t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION THIRD FLOOR FINISH PLAN, SHEET NUMBER: 1-1.03C A& MATCH LINE -A _ MATCH LINE -A /I/ I KEYED NOTES 1. TS -1; TILE TO TILE TRANSITION 2. T&2; MODULAR CARPET WNYL FLOOR TO TILE 3. TSB; SEALED CONCRETE TO TILE TRANSITION 4. TS 4; WILL TLE TO FLOOR TILE TRANSITION S. TSA WALL TILE TO GWP AND OUT SIDE CORNER TRANSITION & TSB; VNR. FLOOR TO CARPETTRNSRION T. BT; SEALED CONCRETE TO CARPET S. TYPICAL UNIT OOLUMN, WALL 6 CEILING TREATMENT, RE INT. ELEVATIONS 9. DRI: DECORAIIVE SCREEN ABOVE HAF41RUIf WALL, RE. INTERIOR S-EiATIONS 10. REPOAOFYNIYPICALFINISNES 11. PUL NEIGHTPANEUNG. RE: INTERIOR ELEVATIONS 12. WALLILEONALLWA.STOff AFF,TS4,5 TW.U.NO.FUL HEIGHTTI EONWETWAL 13. NOT USED 14. TS4; SEALED CONCRETE TO MNYL FLOOR 15. NOT USED 13. WIIOOWTO HAVE FROSTED FILM 17. TYPICAL CASED OPENING, RE: 0448.04 13. SPECIA.TYCASED OPENING WI DECORATNE WAIL SCONCES, RE: 938.04 19. WALL TLE ON ALL WAIS TO W AFF, TS4&5 TYP. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 Wwg _ I g L L0 O Q O Q LL LU Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REVISIONS t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET DESCRIPTION SHEETTHIRD FLOOR FINISH PLAN, SHEET NUMBER: 1-1,03D I KEYED NOTES 1. TS -1; TILE TO TILE TRANSITION 2. TSB; MODULAR CARPET VINYL FLOOR TO TILE & TSB; SEALED CONCRETE TO TILE TRANSITION 4. TS 4; WALL TLE TO FLOOR TILE TRANSITION & TSA WALL TILE TO GWP AND OUT SIDE CORNER TRA MON & TSB; VINYL FLOOR TO CARPET TRANSITION T. TMT; SEALED CONCRETE TO CARPET 5. TYPICAL UNIT COLUMN. WALL 6 COUNG TREATMENT, RE INT. ELEVATIONS 9. DILI;DECORATIVE SCREEN ABOVE HAFJIEICIR WALL, RE. INTERIOR ELEVATIONS 10. REWAOFORTYFIfALFINSNES 11. FLLHEXXIPAETJNGRE INTE iIORELEVATONS 12. WALL TLE ON ALL WAIS TO V AFF, TS/,S W. LUNO. FULL F MWTILEONWET WALL 13. NOTUSED 14. TSB; SEALED CONCRETE TO VINYL FLOOR 15. NOT USED 15. WIIDOWTO HAVE FROSTED FILM 17. TYPICAL CASED OPENING, RE: OM8.04 15. SPECALTYCASED OPENING VA DECORATIVE WALL SCONCES, RE: OSA 6.04 19. WALL TLE ON ALL WALLS TO W AFF, TS465 TP. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 WCl co g L L0 O Q O Q LL LU Ur CW■�/\� ~ LL �1I Lu 2 ry DATE: JANUARY 14, 2021 REVISIONS t W heat 2 0421.g?REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FOURTH FLOOR FINISH PLAN SHEET NUMBER: 1-1.04A I KEYED NOTES 1. TS -1; TILE TO TILE TRANSITION 2. TSB; MODULAR CARPET VINYL FLOOR TO TILE & TSB; SEALED CONCRETE TO TILE TRANSITION 4. TS 4; WALL TLE TO FLOOR TILE TRANSITION & TSA WALL TILE TO GWP AND OUT SIDE CORNER TRA MON & TSB; VINYL FLOOR TO CARPET TRANSITION T. TMT; SEALED CONCRETE TO CARPET 5. TYPICAL UNIT COLUMN. WALL 6 COUNG TREATMENT, RE INT. ELEVATIONS 9. DILI;DECORATIVE SCREEN ABOVE HAFJIEICIR WALL, RE. INTERIOR ELEVATIONS 10. REWAOFORTYFIfALFINSNES 11. FLLHEXXIPAETJNGRE INTE iIORELEVATONS 12. WALL TLE ON ALL WAIS TO V AFF, TS/,S W. LUNO. FULL F MWTILEONWET WALL 13. NOTUSED 14. TSB; SEALED CONCRETE TO VINYL FLOOR 15. NOT USED 15. WIIDOWTO HAVE FROSTED FILM 17. TYPICAL CASED OPENING, RE: OM8.04 15. SPECALTYCASED OPENING VA DECORATIVE WALL SCONCES, RE: OSA 6.04 19. WALL TLE ON ALL WALLS TO W AFF, TS465 TP. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 WCl co g L L0 O Q O Q LL LU Ur CW■�/\� ~ LL �1I Lu 2 ry DATE: JANUARY 14, 2021 REVISIONS t W heat 2 0421.g?REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FOURTH FLOOR FINISH PLAN SHEET NUMBER: 1-1.04B I KEYED NOTES 1. TS -1; TILE TO TILE TRANSNION 2. TS -2; MODULAR CARPET WNYL FLOOR TO TILE 3. TS3; SEALED CONCRETE TO TILE TRANSITION 4. TS 4; WILL TLE TO FLOOR TILE TRANSITION S. B3; WALL TILE TO GWP AND OUT SIDE CORNER TRANSITION & TS3; VINYL FLOOR TO CARPET TRA ITION T. BT; SEALED CONCRETE TO CARPET S. TYPICAL UNIT COLUMN, WALL 6 CEILING TREATMENT, RE INT. ELEVATIONS 9. DRI: DECORATNE SCREEN ABOVE HLLFJIEIGIR WALL, RE. INTERIOR S-EiATIONS 10. RENOAOFORTYPICALFINISNES 11. PUL IEISHTPARHING. RE: INTERIOR ELEVATIONS 12. WALLTLEONALLWA.STOff AFF,TS4,5 TW.U.NO.FUL HEIGHTTILEONWETWALL 13. NOT USED 14. TS3; SEALED CONCRETE TO MNYL FLOOR 15. NOT USED 13. WIN]OWTO HAVE FROSTED FILM 17. TYPICAL CASED OPENING, RE: 043.04 13. SPECIA.TYCASED OPENING WI DECORATIVE WAIL SCONCES, RE: DSI 19. WALL TLE ON ALL WW.1S TO W AFF, TS455 TP. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 Ww Cl_ I g L L0 O Q O Q LL LU Ur CW■�/\� ~ LL �1I Lu 2 ry DATE: JANUARY 14, 2021 REVISIONS t W heat 2 01 .21 ggk REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FOURTH FLOOR FINISH PLAN SHEET NUMBER: 1-1.04C l� 0 I KEYED NOTES 1. TS -1; TILE TO TILE TRANSNION 2. T&2; MODULAR CARPET WNYL FLOOR TO TILE 3. TS4; SEALED CONCRETE TO TILE TRANSITION 4. TS 4; WILL TLE TO FLOOR TILE TRANSITION S. B4; WALL TILE TO GWP AND OUT SIDE CORNER TRANSITION & TSB; VINYL FLOOR TO CARPETTRAN5IRON T. BT; SEALED CONCRETE TO CARPET S. TYPICAL UNIT COLUMN, WALL 6 CEILING TREATMENT, RE INT. ELEVATIONS 9. DRI: DECORNWE SCREEN ABOVE HLLFJIEIGIR WALL, RE. INTERIOR S-EiATIONS 10. RE:wAOFORTYPICALFINISNES 11. PUL NEIGHTPANEUNG. RE: INTERIOR ELEVATIONS 12. WALLTLEONALLWA.STOff AFF,TS4,5 TW.U.NO.FUL HEIGHTTILEONWETWALL 13. NOT USED 14. TS4; SEALED CONCRETE TO MNYL FLOOR 15. NOT USED 13. WIN]OWTO HAVE FROSTED FILM 17. TYPICAL CASED OPENING, RE: 048.04 13. SPECIA.TYCASED OPENING WI DECORATIVE WAIL SCONCES, RE: DSI 19. WALL TLE ON ALL WAIS TO W AFF, TS455 TYP. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 Ww Cl_ I g L L0 O Q O Q LL LU Ur CW■�/\� ~ LL �1I Lu 2 DATE: JANUARY 14, 2021 REVISIONS t W heat 2 0421.g?REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FOURTH FLOOR FINISH PLAN SHEET NUMBER: 1-1.04D 05� ENLARGED UNIT PLAN -131 NIT PLAN - A2 KEYED NOTES 1. UT-I;OARPETTOVINYLTRANSITION 2. UT -2; VINYL TO TLE TRANSITION 3. UT3; WALL TILE EDGE TRIM -'---�TIETRANSITON SHOWER PAN MIRROR TO EXTEND WIDTH OF VANITY 04 SChL/ E'1l4'=1'U' PLAN - Al 0 811 Barton Springs Rd. Ste. 800 Austin, TX 78704 V 512-476-6501 F 512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 �W 0 V) < J 0 0000 Q LL] LL] O LU > o 0 ¢ �E! 0 w r DATE: JANUARY 14, 2021 REVISIONS: vNhed 2 1.14* O NER V VISIONS �D PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEETDESORIPTION: ENLARGED UNIT PLANS SHEETNUMSER: 1-2.00 KEYED NOTES t. URI; CARPET TO VINYL TRANSITION 2. UT -2; VINYL TO TILE TRANSITION 3. UT3; WALL TILE EDGE TRIM 4. UT4. CARPET TO TIE TRANSITION UPT-3 UP UPT-3 i -t 5. PREFABRICATED SHOWER PAN WV&1 6. UMR-1; FRAMED MIRROR TO EXTEND WIDTH OF VANITY UVFi UST-11UW61 01 O UPT-3 UVF -1 UPT-1 UVF -1 00 UWB-1 UCPT-1 UP -3 UP UWB-1 I/U T-1 /LJ\ 01 UVF -1 UCPT-1 UST-1IUWD-1 01 1 UVFi UCPT-1 UPT-3 UFT -1 UWB-1 UCPT-1 6 UPT3 UPT-INWT-VUMR-1 Ill 0104 N 21 UTB-1 UVF1 UST-1IUWD-1 02030405 UPT. PT -1 01 UWS1 UCPT-1 UCPT-1 UVF1 UYR2 01,04 4 1 UVF-1� 5 ,V UCPT-1 ® � ® 3 UPT3 UPT3 1 UPT-INWT-2NMR-1 UPT-1IUWT-1 UTB-1 UWB-1 U F-1 UST-INWD-1 UVF -1 01030506 UST-11UW0.1 ENLARGED UNIT PLAN - He 01 03 SCALE: 1/4•= T -W UPT3 UPT-1/UWT-1 UWB-1 UVF -1 UST-1/UWD-1 01 UPT-' UPT-3 UPT-iNWT-1 UPT-1 I UWB-1 UWS 1'1 UCPT-1 UCPT-1 usFit:I 1 01 01 UVF -1 UVF1 UPT3 UPT3 UP 1 ��A�/y\/���� UWB-1 UPT3 UPjWB-1 T-1 I� UVF- UPT-1 DW6-1 UCPT-1 uWa-1 UVF -1 pi UCPT-1 UCPT-1 UST-L"WD-1 01 1 01 01 UCP -1 UPT3 1 0 UCPT-1 UPT-tIUWT-P/UMR-1 M-1UTB-1 UVF -1 „� 5 UVF1 UBT-INW0.1 � UVF -1 03,08 0 1 Ej UVF -1 0 3 UPT-3 FEY] 1 UPT-1/-2/UMR-t UTB-1 UCPT4 UPT. 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Ste. 800 Austin, TX 78704 V 512-476-6501 F 512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 �W 0 V ) < J 0 TO 00 + Q LLJ W W > \QJ I— n Q LLJ Loo DATE: JANUARY 14, 2021 REVISIONS: of llpd 2 1.14.x.'1 O NER VISIONS �0— PHASE CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION: ENLARGED UNIT PLANS SHEETNUMBER: 1-2.01 MATCH LINE - AREA -B ®MATCH LINE - AREA -C _ PLAN - AREA "B" 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL. NIC HUD PROJECT NUMBER: 101-35799 Wo0 co g L L0 O Q O Q W W Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION BASEMENT FLOOR FURNITURE& COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.00B LEGEND CLEAN WALL DRAPERY POCKET W DUAL ELEC. RECEPTACLE 9 QUAD. ELEC. RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. FLOOR RECEPTACLE • DATACONNECTION TV LOCATON cn J -BOX LOCAnON fi PLUMBING FIXTURE GENERAL NOTES 1. THIS PIAN IS ISSUED WITH THE INTENT OF PRONDING THE ARCHITECTMVD THEIR CONSULTANTS WITH DESIGN INFORMATION AVAILABLE AT THIS PHASE. THIS PIAN DOES NOT COVER ALL DESIGN ISSUES. ADDITIONAL DESIGN INFORMATION WILL BE SUBMITTED THROUGHOUT THE COURSE OF THE DESIGN PROCESS. 2. CLEAN WALL IMPLIES NO DEVICES WITHIN AN AREA INSIDE OF 18' FROM EACH CORNER AND 15' FROM THE FLOOR U.N.O. 3. REFER TO RCP FOR DRAPERY POCKET LENGTH B DETALS. 4. ELECTRICAL DATA, AND TV CONNECTION TO BE AT IS AF.F. U.HO. & ALL ELECTRICAL LINES AND CONECIONS FOR WALL MOUNTED TELEVISIONS TO BE CONCEALED WITHIN WALL. 8. ALL TELEVISION SIZES, HEIGHTS, AND REWIRED CONNECTIONS TO BE COORDINATED WITH OWNER- WNER7. 7. THIS PIAN IS PRODUCED WTH THE INTENTION OF BEING PRINTED IN COLOR. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL. NIC HUD PROJECT NUMBER: 101-35799 Wo0 co g L L0 O Q O Q W W Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION BASEMENT FLOOR FURNITURE& COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.00B 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSlXS.com OWNER: WAZEE CONSULTANT: SEAL: NIC HUD PROJECT NUMBER: 10735]98 wo O OJ o� =Qw w Lu C� Q a o w DATE: JANUARY 14, 2021 REvlslorvs t`N heat 2 01 .2T, LEGEND CLEAN WALL {}H{}FI{}}µF DRAPERY POCKET W DUAL ELEC. RECEPTACLE MATCH QUAD. ELEC. RECEPTACLE LINE - AREA -B ® FLOOR RECEPTACLE ® ® MATCH LINE -AREA -C _ ® QUAD. BOOR RECEPTACLE • DATA CONNECTION INCq OR. rvLocAnoN cn JaoxLocanoN fi PLUMBING FIXTURE UNIT A2 GENERAL NOTES A5-0.2 NPE'T 1. THIS PIAN IS ISSUED WITH THE INTEMOFPROMOINGiHE ARCHITECT AND THEIR CONSULTANTS WITH DESIGN INFORMATION AVNUIBIEATiHIS PHASE. THIS PIAN DOES NOT COVER ALL DESIGN ISSUES. ADDITIONAL DESIGN INFORMATN7N'MLLBE o_o SUBMITTED THROUGHOUT THE COURSE OF THE DESIGN PROCESS. 2. CLEAN WNL AfME3 NO DEWCESWRHINNI AREAINSIDEOF IB' FROM EACH CORNER AND 16' FROM THE FLOOR U.N.O. g REFER TO RCP FOR DRAPERY POCIQ:TLENGTHB DETAILS. ELECTRICAL, DATA, ANONCONECTION TO BEpT1SAF.F. U.N.O. ALL ELECTRICAL LINES AND CONNECTIONEI S FOR WALL MOUNTED TELEWBIONS TO BE CONCENED WITHIN WALL. & NITEIENSION SIZES, HEIGHfS.AND REQUIRED CONNECTIONS TO BE COORDINATED WITH! OWNER. THIS PION IS PROWLED WRHTHE INTENTION OFBEING PRINTED r UNIT B2e AS -2.4 NPE'T I I I I � I II ®g Ll UNIT 132e2e M` 2.4 TWE'B' 0 COM _____ UOR �T. II 5 r------- U ¢� W D' K z z z z J J BUILDING AREA KEY PLAN C BASEMENT FURNITURE & COORDINATION PLAN - AREA "C" 01 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSlXS.com OWNER: WAZEE CONSULTANT: SEAL: NIC HUD PROJECT NUMBER: 10735]98 wo O OJ o� =Qw w Lu C� Q a o w DATE: JANUARY 14, 2021 REvlslorvs t`N heat 2 01 .2T, INCq OR. OWN REVISIONS O, c PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION BASEMENT FLOOR FURNITURE& COORDINATION ENLARGED PLAN SHEET NUMBER: I-5.000 MATCH LINE -AREA-A _ _ MATCH LINE -AREA -D 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL. NIC HUD PROJECT NUMBER: 101-35799 Ww 0 co N L L0 O Q O Q W LU Ur CW■�/\� ~ LL �1I Lu 2 ry DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FIRST FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.01A LEGEND CLEAN WALL {}H{}FH{}FFF DRAPERY POCKET W DUAL ELEC. RECEPTACLE 9 QUAD. ELEC. RECEPTACLE ® FLOOR RECEPTACLE 0 QUAD. FLOOR RECEPTACLE • DATACONNECTION TV LOCATION (X J-BOXLQCAnQN fi PLUMBING FIXTURE GENERAL NOTES 1. THIS PIAN IS ISSUED WITH! THE INTENT OF PRONDINGTHE ARCHIIECTAND THEIR CONSULTANTS WITH DESIGN INFORIMTTON AVAILABLE AT THIS PHASE. THIS PIAN DOES NOT COVER ALL DESIGN ISSUES. ADDITIONAL. DESIGN INFORMATION WILL BE SUBMITTED THROUGHOUT THE COURSE OF THE DESIGN PROCESS. 2. CLEAN WALL IMPLIES NO DEVICES WITHIN AN AREA INSIDE OF IB' FROM EACH GORIER AND Ir FROM THE FLOOR U.N.O. 3. REFER TO RCP FOR DRAPERY POCKET LENGTH B DETAILS. 4. ELECTRICAL.. DATA, AND TV CONECTION TO BE AT 1TAF.F. U.HO. S. ALL ELECTRICAL LINES AND CONECTIONS FOR WALL MOUNTED TELEVISIONS TO BE CONCEALED WITHIN WALL. B. ALL TELEVISION SIZES, HEIGHTS, AND REWIRED CONNECTIONS TO BE COORDINATED WITH OWNER- WNERT. 7. THIS PLAIN IS PRODUCED WITH THE INTENTION OF BEING PRINTED INCOLOR. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL. NIC HUD PROJECT NUMBER: 101-35799 Ww 0 co N L L0 O Q O Q W LU Ur CW■�/\� ~ LL �1I Lu 2 ry DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FIRST FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.01A _MATCH LINE - AREA -B MATCH LINE - AREA -C _ 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL'. NIC HUD PROJECT NUMBER: 101-35799 Ww 0 co N L L0 O Q O Q W LU Ur CW■�/\� ~ LL �1I Lu 2 ry DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FIRST FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.01B LEGEND CLEAN WALL {}H{}FH{}FFF DRAPERY POCKET W DUAL ELEC. RECEPTACLE 9 QUAD. ELEC. RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. FLOOR RECEPTACLE • DATACONNECTION TVLOCATION (X J -BOX LOCATION fi PLUMBING FIXTURE GENERAL NOTES 1. THIS PIAN IS ISSUED WITH! THE INTENT OF PROVIDING THE ARCHIIECTAND THEIR CONSULTANTS WITH DESIGN INFORIMTION AVAILABLE AT THIS PHASE. THIS PIAN DOES NOT COVER ALL DESIGN ISSUES. ADDITIONAL DESIGN INFORMATION WILL BE SUBMITTED THROUGHOUT THE COURSE OF THE DESIGN PROCESS. 2. CLEAN WALL IMPLIES NO DEVICES WITHIN AN AREA INSIDE OF Ir FROM EACH GORIER AND Ir FROM THE FLOOR U.N.O. 3. REFER TO RCP FOR DRAPERY POCKET LENGTH B DETAILS. 4. ELECTRICAL.. DATA, AND TV CONECTION TO BE AT 1TAF.F. U.MO. S. ALL ELECTRICAL LINES AND CONECTIONS FOR WALL MOUNTED TELEVISIONS TO BE CONCEALED WITHIN WALL. B. ALL TELEVISION SIZES, HEIGHTS, AND REWIRED CONNECTIONS TO BE COORDINATED WITH OWNER- WNERT. 7. THIS PLAN IS PRODUCED WITH THE INTENTION OF BEING PRINTED INCOLOR. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL'. NIC HUD PROJECT NUMBER: 101-35799 Ww 0 co N L L0 O Q O Q W LU Ur CW■�/\� ~ LL �1I Lu 2 ry DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FIRST FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.01B I MATCH LINE - AREA -B AAL MATCH LINE - AREA -C _ FIRST FLOOR FURNITURE & COORDINATION PLAN - AREA I BUILDM AREA KEY PLAN I 11 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F 512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL NIC HUD PROJECT NUMBER: 101-35799 Wwg _ I N Z LOLL O Q O Q LLl LU Ur CW■�J\� ~ LLL LU 2 r DATE: JANUARY 14, 2021 REVISIONS 6A `N heat 2 01 .21.OWN REVISIONS O c /ng ON` INQ- PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FIRST FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.01 C LEGEND CLEAN WALL i}H{}FH{}FFF DRAPERY POCKET W DUAL ELEC. RECEPTACLE W QUAD.ELEC.RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. FLOOR RECEPTACLE DATA CONNECTION TVLOCATION a J-BOXLOCAMON j PLUMBING FIXTURE GENERAL NOTES 1, THIS PION IS ISSUED WRN THE INTENT OF PROVIDING THE ARCHIECTAND THEIR CONSULTANTS WITH DESIGN INFORMATION AVAILABLE AT THE PHASE THIS RAN DOES NOT COVER ALL DESIGN ISSUES. ADDITIONAL DESIGN INFORMATION WILL BE SUBMIT TED THROUGHOUT THE COURSE OF THE DESIGN PROCESS. 2. CLEAN WALL IMPLIES NO DEVICES WITHIN AN AREA INSIDE OF 180 FROM EACH CORNER AND 1S FROM THE FLOOR U.N.O. 3. REFER TO RCP FOR DRAPERY ROCKET LENGTH &DETAILS. 4. ELECTRICAL., DATA AND TV CONNECTION TO BE AT IS AF.F. U.N.O. 5. ALL ELECTRICAL LINES AND CONNECTIONS FOR WNL. MOUNTED TELEVISIONS TO BE CONCEALED WITHIN WALL. 8. ALL TELEMSION SIZES, HOGHTS, AND REQUIRED CONNECTIONS TO BE COORDINATED WITH OWNER 7. THIS PION IS PRODUCED WITH THE INTENTION OF BEING PRINTED IN COLOR. I BUILDM AREA KEY PLAN I 11 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F 512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL NIC HUD PROJECT NUMBER: 101-35799 Wwg _ I N Z LOLL O Q O Q LLl LU Ur CW■�J\� ~ LLL LU 2 r DATE: JANUARY 14, 2021 REVISIONS 6A `N heat 2 01 .21.OWN REVISIONS O c /ng ON` INQ- PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FIRST FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.01 C 811 Barton ings Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSlXS.com OWNER: WAZEE CONSULTANT: Sprco seAc. NIC HUD PROJECT NUMBER: 10735798 W o j O O Q Q W W Ur W�� UQQ � w DATE: JANUARY 14, 2021 REvlslorvs 'W heat 2 01 .2TIOWN REVISIONS my OM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FIRST FLOOR FURNITURE & COORDINATION ENLARGED PIAN SHEET NUMBER: 1-5.01D 1. TNIS PUW IS PROOL'CED Wfm THE IN1ENigN OF BEING PRINTED INCOLOR. _ 0UPJ 0 H GUPJ 0 H MATCH LINE -AREA -A _ _ MATCH LINE -AREA -D g FUTURE WUR 9? UNIT 62e.1 Asia a PE'B' o .u1 P O 6 0 8 UNIT Wee e-W aszl ® ® � TYPE'B' e 1\ III Woak V 1-1 WEEff rv� nvsmerc 0 01 0 F 4 UNIT A2.1 ,YPE •B• � O r3 LA ®o o� UNIT A2.1 El Asv2 TYPE'B' x� UNITAt.1 asT OTTPE'B' -O ®®g o o g®® ❑ _ ❑ UNIT B3e.1 ® ® UNIT B3.1 Asz.e --- Aszs TPE'B' � --_ � TYPE B. 0. I �d w w BUILDING AREA KEY PLAN Z z 2 x 0 FIRST FLOOR FURNITURE & COORDINATION PLAN - AREA "D" 01/ scale: lre. 1'-0 LEGEND CLEAN WALL {}H{}FI{}}µF DRAPERY POCKET W DUAL ELEC. RECEPTACLE QUAD. ELEC. RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. BOOR RECEPTACLE • DATA CONNECTION rvLocAnoN rn Jaox LOCATION fi PLUMBING FIXTURE GENERAL NOTES 1, THIS PLAN IS ISSUED WITH THE INIEMOFPROMDINGTE ARCHITECT AND THEIR CONSULTANTS WITH DESIGN INFORMATION avWLasLEarTIUPNasE nIISPLAHDDESNorcovERaLL DESIGN ISSUES. ADDmOMY DESIGN INFORMATION WILL BE SUBMffTEDTHROUGHWfTIECWRSEOFTIEDESIGN PROCESS. 2. CLEAN WALL IMPLIES NO DEVICESWDHINAN AREAINSIDEOF IB' FROM EACH CORNER AND t4 FROM THE FLOOR U.N.O. A REFER TO RCP FOR DRAPERY FOCIETLENGTHB DETAILS. A. ELECTRICAL, DAT0. aNDNCONECTION TO BEATISAF.F. U.RO. S ALL ELECTRICAL LINES AND CONNECTIONS FOR WALL MOUNTED TELEVLSIONS TO BE CONCEALED WITHIN WALL. & ALL TELEVISION SIZES, HEIGHTS, AND REWIRED CONNECTIONS TO BE COORDINATED Wfm OWNER. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSlXS.com OWNER: WAZEE CONSULTANT: SEAL'. NIC HUD PROJECT NUMBER: 10735]98 0 CW LOL L O O 0 Z:) W \W Ur W�� W DATE: JANUARY 14, 2021 REVISIONB (W h@d/ 2 01 .2T,OWN REVISIONS O c Ing IxcaoR. W WW Z Z J J ® °' O UNIrT� UNIT O -7777-- O UNIrT� UNITAI UNIT We TYPE'U TYPE'U TYPE'B' TYPE -V TYPE 'U TYPE 8' ® � O id] VAI O'i 'O ® ca ® O'i O 9 ®®8 Fml 0 8® ®8 O 8® AD As-, o TYPE IT F Vlr'� AC AS -10 ni 1,0 EU �P TYPEW 0 NININN IT rm V �. O UNIT B2e YPEI A TYPE IT MATCH UNE -AREA -A O �/UH // H //UH // H BUILDING AREA KEY PLAN _ MATCH UNE -AREA -D Clio 9� �0 SECOND FLOOR FURNITURE & COORDINATION PLAN - AREA "A" 01� scaE:lre• = r-0• LEGEND CLEAN WALL {}H{}FI{}}µF DRAPERY POCKET W DUAL ELEC. RECEPTACLE QUAD. ELEC. RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. BOOR RECEPTACLE • DATA CONNECTION rvLocAnoN cn JaoxLocanoN fi PLUMBING FIXTURE GENERAL NOTES 1. THIS PLAN IS ISSUED WITH THE INTEMOFPROMOINGTHE ARCHITECT AND THEIR CONSULTANTS WITH DESIGN INFORMATION AVAILABIEATTHIS PHASE. THIS PIAN DOES NOT COVERALL DESIGN ISSUES. ADDITIONAL DESIGN INFORMATION WILL BE SUBMIT 1ED THROUGHOUT THE COURSE OF THE DESIGN PROCESS. 2. CLEAN WALL MAPLES NO DEVICES WRHINAN AREA INSIDE OF iS FROM EACH CdBERAND ISFROM THE FLOORU.NO. A REFERTO RCP FOR DRAPERY PoCIETLENGTH B DETAILS. d. ELECTRICAL, DATA, AND NCONECTION TO BEATISAF.F. U.MO. S ALL ELECTRICAL LINES AND CONNECTIONS FOR WALL MOUNTED TEfEWBI0N5 TO BE CONCEALED WITHIN WALL. & ALLTEIENSION SIZES, HEIGHfS.AND REQUIRED CONNECTIONS TO BE COORDINATED WITH! OWNER. 1. THIS PION IS PRODUCED WDHTIE INTENTION OF BEING PRINTED DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION SECOND FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: I -5.02A 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSlXS.com OWNER: WAZEE CONSULTANT: SEAL'. NIC HUD PROJECT NUMBER: 10 W5799 W 0 N R— O O O Q W \W Ur W�� W DATE: JANUARY 14, 2021 REvlslorvs t W heat 2 01 .2T,OWN REVISIONS O c Ing INCq OR. 6 PO w w a7 7 i UNIT Al UNITAI UNIT B2 O UNIT Al UNITA7 O'O UNIT Bae TYPE 13' TYPE I 85 -EI � TYPE TYPE 13' TYPE IT A5-2 2TYPE'B' NPE'B' TYPE IT TTPE 5' O OP ® a lz ® ® a ®� O O ®o CORMMR Ti a ELMA �D TYPE V AAD TYPE IT DO O UNIT B2e ASza TYPE 8' _/71 �1 M _MATCH LINE -AREA -B MATCH LINE - AREA -C BUILDING AREA KEY PLAN U1 I B O UNIT A2 SECOND FLOOR FURNITURE & COORDINATION PLAN - AREA "B" LEGEND CLEAN WALL {}H{}FI{}}µF DRAPERY POCKET W DUAL ELEC. RECEPTACLE QUAD. ELEC. RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. BOOR RECEPTACLE • DATA CONNECTION rvLocAnoN cn JaoxLocanoN fi PLUMBING FIXTURE GENERAL NOTES 1. THIS PLAN IS ISSUED WITH THE INTEMOFPROMDINGiHE ARCHITECT AND THEIR CONSULTANTS WITH DESIGN INFORMATION AVNUIBIEATiHIS PHASE. THIS PIAN DOES NOT COVER ALL DESIGN ISSUES. ADDITIONAL DESIGN INFORMATN7N'MLLBE SUBMITTED THROUGHOUT THE COURSE OF THE DESIGN PROCESS. 2. CI&W WNL AfME3 NO DENCESWRHINNINEAINSIDEOF iS FROM EACH CORNER AND 1S FROM THE FLOOR U.NO. A REFER TO RCP FOR DRAPERYPoCIETLENGTHB DETAILS. d. ELECTRIGN.. DAT0. ANDNCONECTION TO BEATISAF.F. U.NO. S ALL ELECTRICAL LINES AND COMECTIONS FOR WALL MOUNTED TELEWBIONS TO BE CONCEALED WITHIN WALL. & NITELENSION SIZES, HEIGHfS.AND REQUIRED CONNECTIONS TO BE COORDINATED WITH OWNER. 1. THIS PION IS PRODUCED WDHTHE INTENTION OF BEING PRINTED DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION SECOND FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: I-5.026 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSlXS.com OWNER: WAZEE CONSULTANT: SEAL'. NIC HUD PROJECT NUMBER: 101-35799 Wg N H O O O Q = Q w w� W�� UQQ Lu DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 0421.g? REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION SECOND FLOOR FURNITURE IxcaoR. _ 8 _MATCHUNE-AREA-B Ak �� ® ® MATCH UNE -AREA -C _ IIL I OF UNIT A2 As -1s TYPE'B' ®g g ® ®®g ❑ eI LQ -O i 1 F7 —1S O o0 O - U IT B1 0 e'B' O O. 1 o o ® UNIT Al UNIT Al AS1.1 AS1.1 TYPE'B' TYPE B' UNIT Me AS -2.0 0 TYPE'B' UNIT Al UNIT Al as,.1 As,.1 ca TYPE'B' TYPE'B' AN g® ®8 0 ®g UNIT B2a PIT �23 F7- TYPE'A' UNIT Me AS -2.4 TYPE'B' O O FA8 ®® 8 O O g ❑ - ❑ UNIT We UNIT We sze Asze TYPE -01 TYPE E' o, o 0' 0 V Q W W BUILDING AREA KEY PLAN 2 S E SECOND FLOOR FURNITURE & COORDINATION PLAN - AREA "C' LEGEND CLEAN WALL {}H{}FI{}}µF DRAPERY POCKET W DUAL ELEC. RECEPTACLE QUAD. ELEC. RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. BOOR RECEPTACLE • DATA CONNECTION rvLocAnoN cn JaoxLocanoN fi PLUMBING FIXTURE GENERAL NOTES 1. THIS PLW IS IBSUED WITH THE INTEMOFPROMOINGiHE ARCHITECT AND THEIR CONSULTANTS WITH DESIGN INFORMATION AVAILABIEATiHIS PHASE. THIS PIAN DOES NOT COVERALL DESIGN ISSUES. ADDITIONAL DESIGN INFORMATION WILL BE SUBMIT 1ED THROUGHOUT THE COURSE OF THE DESIGN PROCESS. 2. CLEAN WALL IMPLIES NO DENCESWRHINAN AREAINSIDEOF iS FROM EACH COKER AND FROM THE FLOOR U.N.O. A REFERTO RCP FOR DRAPERYPoCIETIENGTHB DETAILS. d. ELECTRICAL, DAT0. ANDNCONECTION TO BEATISAF.F. U.MO. S ALL ELECTRICAL LINES AND CONNECTIONS FOR WALL MOUNTED TELEVLSIONS TO BE CONCEALED WITHIN WALL. & ALL TELEVISION SDfS,H:IGHfS.AND REQUIRED CONNECTIONS TO BE COORDINATED WITH! OWNER. 1. THIS PION IS PRODUCED WRHTIE INTENTION OF BEING PRINTED & COORDINATION ENLARGED PLAN SHEET NUMBER: I -5.02C 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSlXS.com OWNER: WAZEE CONSULTANT: SEAL'. NIC HUD PROJECT NUMBER: 10735]98 W o0 � v / N O � O O Q = Q w w 0 cl Lu ~ Lu DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 0421.g? REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION SECOND FLOOR FURNITURE INCOLOR. MATCH LINE - AREA. A L ® 0 M GUPJ U M U4�J _qp _ MATCH LINE -AREA-D g ® ^� LN\ I I (�� I UNIT B2e Alza TYPE 'B' ❑ g®® O ® ® — o o. ob ® ® o: 6"b UNIT Bi 1 O g 8 � AS3, TYPE B' ® ® UNITA7 UNITA7 ® ° O A5-1.1 TY -1.1 TYPE -W 4 O o o UNIT Ata UNIT Al UNIT Al hS13 AS1.1 AS1.1 TYPE'H' TYPE'B' TYPE'B' o W 6"a UNIT A2 PS1.Y PEE' UNIT Al TYPE O TYPE 8' O_O LU.Nl,T,B3e o o❑ UNIT B3 TYPE IT o, Io' � U w u� �d �d w w z BUILDING AREA KEY PLAN 2 2 o SECOND FLOOR FURNITURE & COORDINATION PLAN - AREA "D" '\ 01 SCALE: VS• =1'-0 LEGEND CLEAN WALL {}H{}FI{}}µF DRAPERY POCKET W DUAL ELEC. RECEPTACLE QUAD. ELEC. RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. BOOR RECEPTACLE • DATA CONNECTION rvLocAnoN cn MX LOCATION fi PLUMBING FIXTURE GENERAL NOTES 1. THIS PLAN IS ISSUED WITH THE INTEMOFPROMOINGiHE ARCHIECTAND THEIR CONSULTANTS WffH DESIGN INFORMATION nz AVAILASLEATTIIS PHARE. THIS PIAN GOES NOT COVERALL DESIGN ISSUES. ADDITIONAL DESIGN INPoRMATIONYALLBE SUBMITTED TED THROUGXOIIf THE COURSE OF THE DESIGN PROCESS. 2. CLEAN WALL IAfLIE3 NO DEVICESWIIIIINAN AREAINSIDEOF iS FROM EACH GORIER AND 1S FROM THE FLOOR U.N.O. A REFERTO RCP FOR DRAPERYPoCIETLENGTHB DETAILS. A. ELECTRIGN..OAT0. ANONCONECTION TO BEATISAF.F. U.RO. S. ALL ELECTRICAL LINES AND CONECTIONS FOR WALL MOUNTED TELEVISIONS TO BE CONCEALED WI1fIN WALL. & ALL TELEVISION SIZES, HEIGHTS, AND REWIRED CONNECTIONS TO BE COORDINATED WffH OWNER ]. THE PLAN IS PRODUCED THE INTENTION OF BEING PRINTED & COORDINATION ENLARGED PLAN SHEET NUMBER: I -5.02D MATCH LINE - AREA -A _ MATCH LINE - AREA - B & COORDINATION 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL'. NIC HUD PROJECT NUMBER: 1 OW5799 Ww 0 co N L L0 O Q O Q W LU Ur CW■�/\� ~ LLL W 2 r DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION THIRD FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.03A LEGEND CLEAN WALL DRAPERY POCKET W DUAL ELEC. RECEPTACLE 9 QUAD. ELEC. RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. FLOOR RECEPTACLE • DATACONNECTION TV LOCATION (X JBOXLQCAT`ON fi PLUMBING FIXTURE GENERAL NOTES 1. THIS PIAN IS ISSUED WITH! THE INIFST OF PROVIDING THE ARCHIIECTAND THEIR CONSULTANTS WITH DESIGN INFORMATION AVAILABLE AT THIS PHASE. THIS PIAN DOES NOT COVER ALL DESIGN ISSUES. ADDITIONAL DESIGN INFORMATION WILL BE SUBMITTED THROUGHOUT THE COURSE OF THE DESIGN PROCESS. 2. CLEAN WALL IMPLIES NO DEVICES WITHIN AN AREA INSIDE OF IB' FROM EACH CORNER AND Ir FROM THE FLOOR U.N.O. B. REFER TO RCP FOR DRAPERY POCKET LENGTH B DETAILS. 4. ELECTRICAL.. DATA, AND TV CONECTION TO BE AT 1TAF.F. U.MO. 5. ALL ELECTRICAL LINES AND CONECTIONS FOR WALL MOUNTED TELEVISIONS TO BE CONCEALED WITHIN WALL. S. ALL TELEVISION SIZES, HEIGHTS, AND REWIRED CONNECTIONS TO BE COORDINATED WITH OWNER- WNERT. 7. THIS PLAN IS PRODUCED WITH THE INTENTION OF BEING PRINTED IN COLOR. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL'. NIC HUD PROJECT NUMBER: 1 OW5799 Ww 0 co N L L0 O Q O Q W LU Ur CW■�/\� ~ LLL W 2 r DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION THIRD FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.03A MATCH LINE - AREA -B MATCHUNE-AREA-C _ MON PLAN - AREA H 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL'. NIC HUD PROJECT NUMBER: 101-35799 Wwg _ I N L L0 O Q O Q LLJ W Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.POWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION THIRD FLOOR FURNITURE & COORDINATION ENLARGED PIAN SHEET NUMBER: 1-5.038 LEGEND CLEAN WALL {}H{}FI{}}µF DRAPERY POCKET W DUAL ELEC. RECEPTACLE 9 QUAD.ELEC.RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. FLOOR RECEPTACLE • DATACONNECTION TVLOCATION (X J -BOX LOCATION fi PLUMBING FIXTURE GENERAL NOTES 1. THIS PIAN IS ISSUED WITH THE INTFNTOFPROMDINGIFIE ARCHITECT AND THEIR CONSULTANTS WITH DESIGN INFORMATION AVALIBIE AT THIS PHASE. THIS PLAN DOES NOT COVER ALL DESIGN ISSUES. ADDITIONAL DESIGN INFORMATION WILL BE SUBMITTED THROUGHOUT THE COURSE OF THE DESIGN PROCESS. 2. CLEAN WNL IMPLIES NO DEVICES WITHIN NI AREA INSIDE OF Ir FROM EACH CORER AND 16- FROM THE FLOOR U.NO. 3. REFER TO RCP FOR DRAPERY POCKET LENGTH &DETALS. 4. ELECTRICAL DATA, AND TV CONECTION TO BE AT IS AF.F. U.NO. S ALL ELECTRICAL LINES AND CONNECTIONS FOR WALL MOUNTED TEfEWBIONS TO BE CONCEALED WITHIN WALL. L ALL TEIEWSION SIZES, fEIGHM AND REWIRED CONNECTIONS TO BE COORDINATED WITH OWNER T. THIS PIAN IS PRODUCED WITH THE INTENTION OF BEING PRINTED INCOLOR. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL'. NIC HUD PROJECT NUMBER: 101-35799 Wwg _ I N L L0 O Q O Q LLJ W Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.POWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION THIRD FLOOR FURNITURE & COORDINATION ENLARGED PIAN SHEET NUMBER: 1-5.038 811 ton Springs Rd. Ste. 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSlXS.com OWNER: WAZEE CONSULTANT: SEAL. BarMENOMINEE NIC HUD PROJECT NUMBER: 101-35799 LU o cn � �o J O Q Q W W � W�� UQ¢ w DATE: JANUARY 14, 2021 REvlslorvs t W heat 2 01,021.g? PRINTED INCOLOR. u MATCH LINE -AREA -B ® ® —IN NINE MENNEN NINE IN NINE MATCHLINE-AREA-C _ I IL O F7 I Q v ❑ o 0 0. Obb Tc }p� O > p. U L O O v O 8® ®8 0 ®S 0 o � IL El I ;Fl 8 ®®g a O g®® Ll I ®8 8® o� o 0 Pp U W W BUILDING AREA KEY PLAN 2 2 01 THIRD FLOOR FURNITURE & COORDINATION PLAN - AREA "C' SCALE: VS • 1'-0' LEGEND CLEAN WALL {}FFFFFHiii}F DRAPERY POCKET W DUAL ELEC. RECEPTACLE QUAD. ELEC. RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. FLOOR RECEPTACLE • DATA CONNECTION TV LOCATION Q J�OX LOCATION t PLUMBING FIXTURE GENERAL NOTES 1. THIS PLAN IS ISSUED WITH THE INTEMOFPRONDINGiFE ARCHIECTAND THEIR CONSULTANTS WITH DESIGN INFORMATIONAVNLABLEATTHS PRISE THIS PLAN GOES NOT COVERALL DESIGN ISSUES. ADDITIONAL DESIGN IKORA4ITIONYALLBE SIIBMffTEDTHR0UGX011fTHE CWR5E0FTHE DESIGN PROCESS. FTr� 2. CLEAN WALL IMPLIES NO DEVICES WITHIN AN AREA INMDEOF iS FROM EACHCdHERAND ISFROMTHE ROORU.NO. A REFERTO RCP FOR DRAPERY POCI@TLENGTH B DETAILS. A. ELECTRICALID , DATA ANCOHECTION TO BEATISA.F.F. U.MO. 5. ALL ELECTRMALLINES AND CONNECTIONS FOR WALL MOUNTED TELEVISIONS TO BE CONCEALED1NMN WALL. & ALL TELENSIONSIZES, H:IGHfS.AND REWIRED CONNECTIONS TO o o• BE cooRDINATED WITH OVMER ]. THIS PIAN IS PRODUCED WTTHTf INTENTION OF BEIM REVISIONS A c dng DM PHASE'. CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION'. THIRD FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER I -5.03C 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSlXS.com OWNER: WAZEE CONSULTANT: SEAL: NIC HUD PROJECT NUMBER: 10 W5799 0 CW LLOLL L O O Q Q W W Ur �W � V Q Q W DATE: JANUARY 14, 2021 REvlslorvs t W heat 2 01 .210OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION: THIRD FLOOR FURNITURE & COORDINATION ENLARGED PLAN INCq OR. Iq MATCH LINE - AREA -A U B 0 B AB 0 B ® FLOOR RECEPTACLE 'VF MATCH LINE - AREA -B I 0 as 0 8 o o =LIM F1 O OO 0 0 6 Elm® ----- 0 FEW I q- o ® ® 'd O Ll P I ,¢p QUQ W W Q 14 W W Z Z J J F BUILDING AREA KEY PLAN � THIRD FLOOR FURNITURE & COORDINATION PLAN -AREA "D" '\ O I� SCAIE: II8•=V-0 LEGEND CLEAN WALL {}H{}FI{}}µF DRAPERY POCKET W DUAL ELEC. RECEPTACLE QUAD. ELEC. RECEPTACLE ® QUAD. BOOR RECEPTACLE • DATA CONNECTION rvLocAnoN cn JaoxLocanoN fi PLUMBING FIXTURE GENERAL NOTES 1. THIS PLAN Is ISSUED WITH THE INTEMOFPROMDINGiHE ARCHITECT AND THEIR CONSULTANTS WITH DESIGN INFORMATION AVNUIBIEATTHIS PHASE. THIS PIAN DOES NOT COVER ALL DESIGN ISSUES. ADDITIONAL DESIGN INFORMATION 'MLLBE SUBMRTED THR W GX W T TIE C W RSE OF TIE DESIGN PROCESS. 2. CLEAN WALL MUSS ME3 NO DEWCESWRNI WITHINAREA INSIDE OF IB' FROM EACH CORNER AND 16 -FROM THE FLOOR U.N.O. A REFER TO RCP FOR DRAPERY POCIQ:TLENGTH B DETAILS. d. ELECTRICAL DATA, AND NCONECTION TO BEpT1SAF.F. U.N.O. S ALL ELECTRICAL LINES AND CONNECTIONS FOR WALL MOUNTED TELEVISIONS TO BE CONGEALED WITHIN WALL. Df & NITELENSION SS, HEIGHfS.AND REQUIRED CONNECTIONS TO BE COORDINATED WI1H OVMER 77771 1. THIS PION IS PRODUCED WDHTHE INTENTION OF BEING PRINTED SHEET NUMBER: I -5.03D MATCH LIME -AREA -A _ _ MATCH LINE - AREA. D 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: NIC HUD PROJECT NUMBER: 101-35799 Wwg _ I N L L0 O Q O Q W LU Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FOURTH FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.04A LEGEND CLEAN WALL {}H{}FI{}}µF DRAPERY POCKET W DUAL ELEC. RECEPTACLE 9 QUAD.ELEC.RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. FLOOR RECEPTACLE • DATACONNECTION TVLOCATION (X J -BOX LOCATION fi PLUMBING FIXTURE GENERAL NOTES 1. THUS PIAN IS ISSUED WITH THE INIFMOFPROIOINGIFIE ARCHITECT AND THEIR CONSULTANTS WITH DESIGN RfORIMTION AVAILABLE AT THIS PHASE. THIS PLAN DOES NOT COVER ALL DESIGN ISSUES. ADDITIONAL DESIGN INFORMATION WILL BE SUBMITTED THROUGHOUT THE COURSE OF THE DESIGNPROCESS. 2. CLEAN WALL MFUESNODEVICES WITHIN ANAREA INSIDE OFIS- FROM EACH CORER AND I4 FROM THE FLOOR U.N.O. 3. REFER TO RCP FOR DRAPERY POCKET LENGTH B DEMI S. 4. ELECTRICAL,DATA, AND TV CONECTION TO BE AT IS AF.F. U.N.O. S ALL ELECTRICAL LINES AND CONNECTIONS FOR WALL MOUNTED TRENSIONS TO BE CONCEALED WITHIN WALL. B ALL TSEISION SIZES, HEIGHTS, AND REWIRED CONNECTIONS TO BE COORDINATED WITH OWNER 7. THIS PLAN IS PRODUCED WITH THE INTENTION OF BEING PRINTED INCOLOR. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: NIC HUD PROJECT NUMBER: 101-35799 Wwg _ I N L L0 O Q O Q W LU Ur CW■�/\� ~ LL �1I Lu 2 r DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FOURTH FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.04A _MATCH LINE -AREA-B AAk MATCH LINE -AREA -C _ 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL'. NIC HUD PROJECT NUMBER: 1 OW5799 Ww 0 _ I N L L0 O Q O Q W LU Ur CW■�/\� ~ LL �1I W 2 r DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.POWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FOURTH FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.046 LEGEND CLEAN WALL {}H{}FI{}}µF DRAPERY POCKET W DUAL ELEC. RECEPTACLE 9 QUAD.ELEC.RECEPTACLE ® FLOOR RECEPTACLE 0 QUAD. FLOOR RECEPTACLE • DATACONNECTION TVLOCATION (X J -BOX LOCATION fi PLUMBING FIXTURE GENERAL NOTES 1. THIS PIAN IS ISSUED WTI! THE INTENT OF PROVIDING THE ARCHITECT AND THEIR CONSULTANTS WITH DESIGN INFORMATION AVALIBIE AT THIS PHASE. THIS PIAN DOES NOT COVER ALL DESIGN ISSUES. ADDITIONAL DESIGN INFORMATION WILL BE SUBMITTED THROUGHOUT THE COURSE OF THE DESIGN PROCESS. 2. CLEAN WNL RfUES NO DEVICES WITHIN AN AREA INSIDE OF IY FROM EACH CORER AND 16- FROM THE FLOOR U.HO. B. REFER TO RCP FOR DRAPERY POCKET LENGTH B DETAILS. 4. ELECTRICAL DATA, AND TV CONECTION TO BE AT IS AF.F. UXO. S ALL ELECTRICAL LINES AND CONNECTIONS FOR WALL MOUNTED TREVISIONS TO BE CONCEALED WITHIN WALL. S. ALL TELEVISION SIZES, fEIGIRB. AND REWIRED CONNECTIONS TO BE COORDINATED WITH OWNER T. THIS PVN IS PRODUCED WITH THE INTENTION OF BEING PRINTED INCOLOR. 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL'. NIC HUD PROJECT NUMBER: 1 OW5799 Ww 0 _ I N L L0 O Q O Q W LU Ur CW■�/\� ~ LL �1I W 2 r DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.POWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FOURTH FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: 1-5.046 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSlXS.com OWNER: WAZEE CONSULTANT: SEAL: NIC HUD PROJECT NUMBER: 10735798 v wU00)o O J O O = Q w LU � Lu �QQ Lu DATE: JANUARY 14, 2021 REVISIONB (W h@d/ 2 0421.g? REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FOURTH FLOOR FURNITURE wnx OWNER 1. THIB PION IS PROWLED WIIHTIE INIENMIN OFBEING PWNIEO IxcaoR. f-1 _MATCH LINE - AREA -B AL _ ® ® MATCHUNE-AREA-C _ O❑ esEv.a � UNIT A2 AS1.1 TYPE 'B' _________= g g ® ® g ❑ Q_o __ g .o ❑ ❑ a a -a UNIT 1 A E1 O FM TYPE'B' � - O ® a� ® UNITA7 ❑ ❑ UNIT A7 UNIT 62e YPE AsE- TYPE'B' TYpE'B' ® APE' TYPE'B' O O UNITA7 UNITA7 ❑ ziJ ASTI TYPE V TYPE'B' g® ®8 0 ®g UNIT B2 YPE TYPE'B' UNIT B' e As 2A rmE s' O 8 ®®g O O g®® ❑ ❑ UNIT B3e UNIT B3e AS2.8 APEI TYPE 8' NPE'B' o, o as G U 1�LYM 2 Z BUILDING AREA KEY PLAN \ FOURTH FLOOR FURNITURE & COORDINATION PLAN -AREA "C" '\ O I� SCALE: VS• =1'-0 LEGEND CLEAN WALL {}H{}FI{}}µF DRAPERY POCKET W DUAL ELEC. RECEPTACLE QUAD. ELEC. RECEPTACLE ® FLOOR RECEPTACLE ® QUAD. BOOR RECEPTACLE • DATA CONNECTION rvLocAnoN cn JaoxLocanoN fi PLUMBING FIXTURE GENERAL NOTES 1. iHLS PUW IS ISSUED WITH THE INTEMOFPROMOINGiHE ARCHRECT AND THEIR CONSULTANTS WIIN DESIGN INFORIMTN)N AVAIUIBLEATiHIS PHASE. THIS PIAN DOES NOT COVERALL DESIGNISSUES. ADDRIONPL DESIGN INFOFUJATN7NWILLBE SUBMff TED iHR0UGX011T T1E C W RSE OF TIE DESIGN %tOCESS. 2. CLFAN WALL ILPLIES NO DEVICES WRNINAN AREAINSIDEOF IB' FROM EACH CORNER AND 74 FROM THE FLOOR U.NO. A FEFERro RCP FOR DWNERY POCIQ:TLENGTHB DETALS. A. ELECTFJGx.,DATA, ANDNCONECTION TO BEpT1SAF.F. U.NO. S ALLELECTFJCAL LINEBAND CONEOTIONB FOR WNIMDUNTED TELEVIBIONB TO BE CONCENED WI1fIN WALL. & ALLTELENSION SIZES, HEIGHfS.AND REWIRED CONNECTIONS TO BE COORDINATED & COORDINATION ENLARGED PUW SHEET NUMBER: I -5.04C 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSlXS.com OWNER: WAZEE CONSULTANT: SEAL: NIC HUD PROJECT NUMBER: 10735798 W o � U O OJ o0 = Q Lv Lu � w ~ Lu DATE: JANUARY 14, 2021 REVISIONS6t W heat 2 01 .21.1 IxcaoR. _MATCH LINE - AREA -A A AR !/UPJ AR AR _ _ MATCH LINE - AREA -D ® ___ UNIT B2e slaa.i Alza TYPE It ❑ g®® g O ❑ ❑ og 8 UNIT B1 NS2.1 ® ® TYPE 13' ® o o ❑ o UNIT Al UNIT A7 AS1.1 NS1.1 TYPE 8' TTPE'B' ❑O ® O O UNITAI UNITAI UNIT A2 1 P5.1e PSE' Id71 AS1.1 TYPE'B' ILV TYPES' T 0 6 UNIT A2 ® ❑ As1z TYPE 1,2 ' ,,,,,, ®� UNITAI ❑O TYPA5-1E I TTPE'B' Q- O ®®g o o g® ❑ ❑ UNIT We UNIT B3 PS -2.6 g 5 TYPE E' TYPE'B' IO Q� UQQ W W W W ? ? 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THIS PION IS PRODUCED WIIHTIE INTENTION OF BOND PRINTED OWN REVISIONS O c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION FOURTH FLOOR FURNITURE & COORDINATION ENLARGED PLAN SHEET NUMBER: I -5.04D DOG WASH STATION EQ. EQ Dana. 1 \ TYPICAL SINGLE RESTROOM W Ta, AT OUTSIDE CORNERS T W. NVGB WTSATOSPONWALLWALLS,TYP W f8. ACCFM ON 41J. WN15. TVP. ST -3, WI EASED EDGE ED 8, DOG WASH EQUIP. CFCI RE MEP DWGS IND 4, PAINTED RECESSED PANEL DOORS WI DECO. HOW, LOCK$&ADJ.SHELVES V6V4,TOEMCK TS -1 PT.ASSCIED. DECORATIVE LIGATING RXMRI RE ELM. DINGS MR -I, W/META. FRALE WT4, FULL wlC SIN(& FALCETRE: MEP. DINGS. STS,WIMITERED WATERFALL EDGE WD -1, STAINED RECESSED RLNOVABLEADAPAEL 7S4 TRANSITION 841 1, Sb' HOLD VIF ACCENTPTASSCHED. EQ -1, BIKE RACK, CFCI PROVIDE ADDITIONAL BLOCMNG AS REO. BASEASSCHED. BIKE SHOP - NORTH WALL SCALE: 3V=Tp E BIKE SHOP - EAST WALL DECORATIVE IIGIRFIXMiE REELECUMS. FE IS AF -11 . 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ADW, LO=, .SHELVES VI EASED EDGE AS SCNED. TOE MCK N04, PAINTED F ELEVATOR DECORATIVE LIGIRNG REELEC DVM VR$TOWRAPALLWALLS ELEVATOR LC 0 RE ARCH. DINGS. TS£,TOWRAPALLWALS wr-trowrtAPALLWALLS ELEVATOR=BURONS RE ARCH. DINGS, ELEVATDRDOOR RMA CM DINGS. T84 1 1 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35]99 W o Z J O TO Z:)O + Q LLl W U, CW < F- �/� W ry DATE: JANUARY 14, 2021 REvlslorva '`N heat 2 01 .21 . QVVNLlt REVISIONS m c mg D PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION INTERIOR ELEVATIONS SHEET NUMBER: 1-6.00 I It; 8 Q *L b H �1 SUN ROOM - ISLAND l 11w 111-r T4T VIF DESK - INSIDE SIDE BLH:na.n:M3lea RECPTIC SCALE : are', r4)^ 4' wDa STAINEDBOXBENHS W/MMEREDOORERSTW. INDS,STAIN K)BOXI EAAs W/MIERED CORNERSTYP. DECORATIVE LIGHT FIXTURE RE ELM DWGS. ST-1.1NIMIERED WATERFALLEDIES PL -I BASE M SCIED. CONCEALED PLUG MOULD, RE: ELEC. DWGS. 1. 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HOW, LOCKS, & CONCEALED POWER RE: ELEC DWGS WD -1, STAINED RECESSED PANEL DOORS W DECO. HOW. LOCKS, &AID. SHELVES PL -1, TOE KICK WD -1, STAINED RECESSED PANEL DOORS W DECO. HOW, LOCKS, &TRASH GLIDES 1 1 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35]99 rW o v Z 0 o ¢ o + LTJLu CD CW < F— �/� W ry DATE: JANUARY 14, 2021 REVISIONS'( �Nh@d/ 2 01 .21oQWNl� REVISIONS 9 c mg DN` PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION INTERIOR ELEVATIONS SHEET NUMBER: 1-6.02 IIS El - IWA ��r�■I� 7% FE INJUN'BlEll �, PrASSCIED. IR&61, PAINTED RECESSED PANEL DODRSW/DEOO. ROWLOCKS, &ADJ.SHELVES Wr4 U.C. LIGHIING RE: ELEC OWES ST-I.W/EASEDEDGE UWA1, END PNET. SUDNG BARN DOORS IE: MCR DWGB PRIVATE DINING - ENTRY 2LGLW.SS SECTIONS HOfD 13d WF SUN ROOM - ISLAND BACK PTASSCIED INTERIOR WINDOW, RE MCH OWES. UWDI PAINTED RECESSED PANEL DRAWERS W DECO. HOW, LOCKS UND-1, PAINTED RECESSED PANEL W POWER. RE: ELEC DWGS"' . ST -1, W EASEDEDGE UWI PAINTED RECESSED PANEL DOORS W DECO. HOW, LOCIM DLISHCANGUDES UWD•1. PAINTED RECESSED PANEL DOORS W DECO. HOW, LOW,& INTEGRATED TOE OCK FS EQUIP, OFG BASEASSCHED. 8 WD4,STAINEDBOXBEAMS W NTEREDOORNERSTP WDS,STAINEDBOXBEAMS W MITERED CORNERS TP DECOMTME LIGHNNG FUOIIRE RE ELEC DINGS. ST4, W MITERED WATERFALL EDGES i.1Aax:1.11311LN11 WD -1, STAINED RECESSED PANEL DRAWERS W/ DECO. HOW, LOCKS, & CONCEALED POWER RE: ELEC DWGS WD -1, STAINED RECESSED PANEL DOORS W DECO. HOW. LOCKS, &AID. SHELVES PL -1, TOE KICK WD -1, STAINED RECESSED PANEL DOORS W DECO. HOW, LOCKS, &TRASH GLIDES 1 1 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35]99 rW o v Z 0 o ¢ o + LTJLu CD CW < F— �/� W ry DATE: JANUARY 14, 2021 REVISIONS'( �Nh@d/ 2 01 .21oQWNl� REVISIONS 9 c mg DN` PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION INTERIOR ELEVATIONS SHEET NUMBER: 1-6.02 �r —1 WOE L� _ y� 3 WOMENS LOCKER ROOM PT AS SCFED. u-?� +w WDZW1 TILET067 ON ALL WALLS TYP. =12 PREFAB RECESSED LOCKERS, BLACK FINISH, QTY: 10 'I A LOWS L H0721212-IDPAE CUBD( MODULAR LOCKER PAOLOCIKABLE OR WD-1,BENCHWICUBBIES 'CUSHIONBY FF&E TS4, TRANSITION PTASSCIED. T" TRANSITION W42,T&ETIDWON ALLWNI.STYP. CU9110NBYFF&E WbLSTAIEDBRKCHW/ CUSSES INTERIORWINDOW RE: ARCH DWGS. W0.1, STANEDBOXBENAS W/ x MITERED CORNERS.TYP. ly DEC r _ �� R: PTP / I 1'd � DEC RE 0 ED ED -V aPeKTo J WA WAI L A�1ML10 Opp FSE S KINK i FM t 11ME=1UUNJ, tp WINE WIN FSE 1 TAP TAF— TAP L HAS SAIT-r Aft 2'S'HOUD 4'V - INSIDE MAUVE LIGHTING FI%IIINE LED OWES. i SCHED. 1UP, OFCI •x�o l' AS SCHED. IEINSTALLEDAFIER QUETTE WT -Z FULL IEIGNF PT.ASSCIED. DECORATIVE UGHIING RE EIEC. DADS Aft-I,W/METALFRAAE TSB, TRANSITION WDI,W TYP. TILE TO&P SINK& FAUCEFAE: AEP. DWGS EQB,TRASHGROMAET STS, WINTERED WATERFALL EDGE WD -1, STAINED RECESSED REMOVABUEADA PANEL LtalliK � YN:1AyBlf•IHL'ly - VANITY 04/F].10 03.11-7.10 IIIIIIIIIIIIIIIIIIIIII.I�I�11IIIIIII�mI 0 -V ImEmmommm FM 11ME=1UUNJ, IMM BAR -BACK SS',NF WTS, FlAL WC49 PT.ASSCHEO. DECORATAE LIGHTING FIXNRE RE: ELEC. DWGS MR -1, WI METAL FRAME TSS, TRANSITION WT -t At TYP. TILE TO N' SN( & FAIDFTJRE MEP. DWGS. EQ$DRASFIGROMMET STS,MMITERED WATERFALL EDGE WD -1, STAINED RECESSED REMOVABLE ADA PANEL TS4,TRPNSMON WD -1, STAINED RECESSED PANEL DOORS W/ DECO. f DW. LOCKS, W TRASH GUIDES & NIEGRATEDTOEMCIK WD3, STAINED BOX BEAMS WI MITERED CORNERS, TVP. POWER& DATA RE: ELEC. OWES. WD2, STAINED FIXED OPEN SHELVING WTb, VERTICALORENTATION WTb, FULL HEIGHT ACCENT LIGHTING RE: ELEC DWGS WI STAINED RECESSED PANEL DOORS W/ CRASS INSETS, DECO. IOW, LOCK%& ADJ. GLASS SHELVES STS W/EASEDEDGE WD2 RESIDENT WINE I LIQUOR LOCKERS W/ DECO HOW COPPER ROUND NUMBER PLATES & LOCKS, TYP. QTY: B Qa i 51SOMLSECIpNS SCALE: Wr=1'-0' WALLS WLLS TroM. eaoxAu 12X12 PREFAB RECESSED LOCKERS, BIACIKRNSKW.10 'WVLOWELLHC121212-1DP4ECUBD( MODULAR LOCKER PADLOCKABLE OR EQUAL IF=�1$1Ki111};� WD,% STABED BOX BEAMS W/ WEAEOCORER&TYP. PTA$SM. WD -2. STARED RECESSED PNB DRAWERSWI DECO. IDW&LOCKS DECORATIVE UGHTING FIXTURE RE EIEC. DWG4. ST -2 WI MITERED WATERFALL EDGE & BACKSPLASH WP -1 WDQ STAMED RECESSED PANEL DOORS W/ DECO. HOW, LOCKS, & INTEGRATED TOE WCK WI STAINED RECESSED PANEL DOORS WI DECO. IDYL LOCKS, & TRASH CAN GLIDES FS EQUIP, OFCI O NJAWlim DECORMIVELIGHTING RE: DEC. DWGS. ST-2.W/MITERED WATERFALL EDGE PLUGM0L) D, RE: ELEC DWGS FWP-1 ST -2 WD-1,TOENCK EW. FOOTRAL 1 1 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35]99 rW o v J O O Q O Q w W `J W /� moo/ n < F— D w r DATE: JANUARY 14, 2021 REVIBIONB'(N'Ih eat 2 01 .21 . QVVNa REVISI6NS 9. EDS ON" PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION INTERIOR ELEVATIONS SHEET NUMBER: 1-6.03 08 DECORATIVE LIGHTING FIXTURE RE: ELEC DWGS. PTASSCHED. MAILBOXESTOBE INSTALLEDPERADA& FEDERA- REQUIREMENTS RE: MCH OWES. Mau POOM FYNAIgk)f'SL'd WD -1, STAINED RECESSED PANEL TRASH PULL OUTWI GLIDES, DECORATWE HDW & LOCKS PL -1, BASE DRAPERY PICKET, RE: MCH DINGS. DECORATWE LIGHTING FDOURE RE: SLED. 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FITNESS 1 1 811 Barton ings Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSlXS.com OWNER: WAZEE CONSULTANT: SprZD SEAL: HUD PROJECT NUMBER: 10135799 W o a r v O J O O � W Lu `J Woo Q W DATE: JANUARY 14, 2021 SIONB'(N�h@d/ TL' 2 01 .21�.QW4 a a a QQ QQ Q� REVISIONS 9, c mg DN` PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION INTERIOR ELEVATIONS SHEET NUMBER: I-6.06 DInI anvr - SCALE P =1'-0' yr ._ .1 ,: , RXEDWD.OPENSHELVES -RE: INT. ELEV. CJSTERWHEELS FYM:11iiISIL'6H E. REV. ERTOPWIEASED INT. ELW.. AS SCHED. NEL DRAWERS X ) WD BASE X-TOMATCH - Mil I WOPK - IIRAWFRS FYNIT=MMIEW WP.-REINT.ELEV. MCOUNIBROP-RE KDELEV. 'L'EDVA.OPENSHELVES RE: Mr. ELEV. x TREATEDWDIRSE VDTOEMCK-TOMATCH ;AMNET - Mil I WnRK - SHFI VFR RE: %Up��CO ERCTV LIGHB S WATERFALL COUNTERTOP P -RE: V. S m ST. P-RE:INT.ELV. .MITE PLL COUNTERTOP .CO -RE INT. ELEV. IP T ,y CONCEFIID HNGE,TYP. 1V FWM BYCEMRE ERUBRACKETS, INSTALL FMRDWAREAS SCHED. HARDWAREASSCHED. 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Ste. 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35]99 W Q J OO O Q O Q W W\ CW D LLl r DATE: JANUARY 14, 2021 REVISIONS'( Nheat 2 1. 121,gEkREVISIONS A, c my OM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION DETAILS SHFFT NUM9FIR 1-7.00 - WP. - RE: M. ELIC. ST.COlM1ERTOPWIEASED EDGE-REM.ELEV. CONCEALED FfK,E, TYP. HABDWAREASSCED. %'ADI.SHELF.TYP. b t' RECESSED WD. PAWL DOORS -RE: INT. ELEV. a TREATEDWDBASE PL TOEgCK-FlNSHTO LWTCH DOBIHET SHOP EAST WALL - MILLWORK - CABINETS BIKE FYNIT=MMIEW WP.-REINT.ELEV. MCOUNIBROP-RE KDELEV. 'L'EDVA.OPENSHELVES RE: Mr. ELEV. x TREATEDWDIRSE VDTOEMCK-TOMATCH ;AMNET - Mil I WnRK - SHFI VFR RE: %Up��CO ERCTV LIGHB S WATERFALL COUNTERTOP P -RE: V. S m ST. P-RE:INT.ELV. .MITE PLL COUNTERTOP .CO -RE INT. ELEV. IP T ,y CONCEFIID HNGE,TYP. 1V FWM BYCEMRE ERUBRACKETS, INSTALL FMRDWAREAS SCHED. HARDWAREASSCHED. PER MANUFACTURERS RECOMMENDS. 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Ste. 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35]99 W Q J OO O Q O Q W W\ CW D LLl r DATE: JANUARY 14, 2021 REVISIONS'( Nheat 2 1. 121,gEkREVISIONS A, c my OM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION DETAILS SHFFT NUM9FIR 1-7.00 VGYP.BD.,TYP. WF FULL HEIGHT RE: INT. ELEV. DECORATIVE UI �> FIXTURE - RE: ELECT. OWES. K..CELINS LINE OF MIRRORSURROUND -RE BIT. E EV. TRIM BEYOND MR -RE: INT. ELEV. WIC. -RE: INT. ELEV. PROMDEBLOCKINGAS REOD. VIAL. -RE INT. ELEV. PT.ON WILL BEYOND T& -RE M. BEV. WT. ON WALL BEYOND WT. -RE: M. EURL W. INT. REV. a TR -RE: INT. ELEV. M-RE:ARCH. SINK&FAUCET-RE: MEP.DWGS. ST.000NIERTOPW/EASED 70ST.000NTERTOPW/EABED EDGE - RE: INT. ELEV. 7d EDGE-REINT.11". 20 ST. COUNTERTOP WI MITERED VJANATED •„ Q 9 EDGE RE: INT. ELEV. ql1 4 M �J CONCEALED HINGE, TYP. y HARDWIREAS SCHED. 77 'w 8'MN. RXEDWD.OPENSIELVES °i"ADJ.SHELF,TYP. Y RE: INT. 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ELEV. VA. INTEGRATEDTOE PUCK TO MATCHCMINET - SINK WALL CONSTRUCTION- RE -ARCH. DINGS. R: RE: IM. ELEV. DECORATWEUGHTING FI%IIIPE - RE ELEC DINGS. OPEN 9� BEYOTT7 HALF HEIGHT WNL RAS SCIED. BANOUETTE BY WAS HEIGNTAWIDTHTOBE DECIDED BASEASSCHEDULE TO BE INSTALLED AFTER BANQUETTE INSTALLATION RE: IM. ELEV. DMR - DMIVVfUC I I C - rcM I uRC VVMLL SCALE: 1-=1'-0- HARDWMEASSCHED. rRI VMI C UI IV 1 110 - SCALE:1-=1'-0' �n- IJLCU9RIWVATA q I ;OR TA- L.T. DINGS. wtm(NO RTH WALL ST. COUNTERTOP Al EASED EDGE - RE: IM. REV. CONCEALED HINGE, M. HARDWAREASSCHED. �'ADJ. SHEIF,TP. RECESS.WD. PANELDOORS -RE:IM. ELEV. 2xTREATEDWD8ASE W R TOE MM - RMSH TO MATCH CABINET CONCEALED HINGE.TYP. AAI. SHELF, TYP. VVVRT\ RVUIVI - 01 SCALE: V=1'-0' ACCENTPT-RE:INTEUW WD FRNLE ATPEMMETER -RE IMREV POWER & DATA -RE: M.E.P. DWGS WD BACK PA EL - RE: IM ELEV LINE OF TRIM BEYOND ACCENT R -RE: IM ELEV FRAMNG-RE: MCH DINGS WB -RE INTERIOR ELEV. 1 1 811 Barton Springs Rd. Ste. 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 W o J O O 0 O Q W W V, W Nl n < F- LU DATE: JANUARY 14, 2021 REVISIONS.A W heat 2 1. 21,gEkREVISIONS my OM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION DETAILS SHFFT NUMBFIR 1-7.02 HARDWMEASSCHED. UNDER CABINET LIGHTING -RE ELEC. BAGS, R. -RE: INT.ELEV. za ST.CWNTERTOP W/EASED EDGE-f�:IM.ELEV. HARDWARE AS SCHED. %'PDJ. SHELF. TYPED RECESSED WD. PANEL DOORS - RE.INT. EEV. b(TREATEDWDBASE WD. ME QCK-FIMSH TO MATCH CABINET 9' SUN ROOM - WARMING PANTRY - CABINETS VVVRT\ RVUIVI - 01 SCALE: V=1'-0' ACCENTPT-RE:INTEUW WD FRNLE ATPEMMETER -RE IMREV POWER & DATA -RE: M.E.P. DWGS WD BACK PA EL - RE: IM ELEV LINE OF TRIM BEYOND ACCENT R -RE: IM ELEV FRAMNG-RE: MCH DINGS WB -RE INTERIOR ELEV. 1 1 811 Barton Springs Rd. Ste. 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35799 W o J O O 0 O Q W W V, W Nl n < F- LU DATE: JANUARY 14, 2021 REVISIONS.A W heat 2 1. 21,gEkREVISIONS my OM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION DETAILS SHFFT NUMBFIR 1-7.02 1 1 811 Barton Springs Rd. Ste. 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35]99 W o C U) g J OO O 0 0 Q W W � W V Q LU DATE: JANUARY 14, 2021 REVISIONS'( NIh@d/ 2 1. 1,.OYVN REVISIONS d c ng DM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION DETAILS SHFFT NUMBFIR 1-7.03 r�Pf. SOFFTT. RE. INTERIOR REV. PT. SOFFIT -RE: INTERIM 0 0000RAELDNTNB WNLSTRUCNRE, BLOCIDNOS Pf-RE:INTERIOR ELEV. FlXIIIRE-AE: ETECf. DP1Ti8. TUJFtE CONST.. RE: ARCH. WVGS. g PTASSCIEDIRED ti FD®WD. SRaVES-RE: INTERIORS EV. d ARTBY FGA REOVIDE B EO RE. INTERIORELEV. 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REV. 1 1 811 Barton Springs Rd, Ste, 800 Austin, TX 78704 V 512-476-6501 F512-579-5283 www.studioSIX5.com OWNER: WAZEE CONSULTANT: SEAL: HUD PROJECT NUMBER: 101-35]99 W o J O 0 � O Q LIL Lur `JE'� CW /� o < F— Lu DATE: JANUARY 14, 2021 REVISIoNS.I W heat 2 1. 1,.OYVN REVISIONS ' OM PHASE: CONSTRUCTION DOCUMENTATION PERMIT SET SHEET DESCRIPTION DETAILS SHEET NUMBER: 1-7.10 RIDGE HOUSE APTS WAZEE PARTNERS 4331 VANCE STREET, WHEATRIDGE, CO 80033 TECHNOLOGY SET DRAWING INDEX Sheet Number Sheet Description Issuance Title Issue Date Technology Set - General Information Sheet TGO-0.0 BUILDING TECHNOLOGY PROJECT COVER SHEET PERMITSUBMITTAL08/28/20 CO TGO-0.1 PROJECT SCOPE OF WORK SCHEDULE PERMITSUBMITTAL 08/28/20 Technology Set - DataComm/Network System Sheets TDO -0.0 DATACOMM/NETWORK SYSTEM COVER SHEET PERMITSUBMITTAL 08/28/20 TD2-0.1 BASEMENT- DATACOMM/NETWORK SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TD2-1.1 LEVEL 1 - DATACOMM/NETWORK SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TD2-2.1 LEVEL 2-DATACOMM/NETWORK SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TD2-3.1 LEVEL 3-DATACOMM/NETWORK SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TD2-4.1 LEVEL 4-DATACOMM/NETWORK SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TD3-0.0 DATACOMM/NETWORK MDF/IDF ENLARGED PLANS & ELEVATIONS PERMITSUBMITTAL 08/28/20 TD3-0.1 DATACOMM/NETWORK MDF/IDF ENLARGED PLANS & ELEVATIONS PERMITSUBMITTAL 08/28/20 TD3-0.2 DATACOMM/NETWORK MDF/IDF ENLARGED PLANS & ELEVATIONS PERMITSUBMITTAL 08/28/20 TD4-0.0 DATACOMM/NETWORK RISER SECTIONS PERMITSUBMITTAL. 08/28/20 TD5-0.1 DATACOMM/NETWORK SYSTEM UNIT PLANS PERMITSUBMITTAL 08/28/20 TD5-0.2 DATACOMM/NETWORK SYSTEM UNIT PLANS PERMITSUBMITTAL 08/28/20 TD5-0.3 DATACOMM/NETWORK SYSTEM UNIT PLANS PERMITSUBMITTAL 08/28/20 TD5-0.4 DATACOMM/NETWORK SYSTEM AMENITY PLANS PERMITSUBMITTAL 08/28/20 TD5-0.5 DATACOMM/NETWORK SYSTEM AMENITY PLANS PERMITSUBMITTAL 08/28/20 TD5-0.7 DATACOMM/NETWORK SYSTEM AMENITY PLANS PERMITSUBMITTAL 08/28/20 TD6-0.0 DATACOMM/NETWORK SYSTEM DETAILS PERMITSUBMITTAL 08/28/20 TD6-0.1 DATACOMM/NETWORK SYSTEM DETAILSPERMIT SUBMITTAL 08/28/20 TD6-0.2 DATACOMM/NETWORK SYSTEM DETAILS PERMIT SUBMITTAL 08/28/20 TD7-0.0 NETWORK ONE -LINE DIAGRAM PERMITSUBMITTAL 08/28/20 Technology Set - CCTV Camera System Sheets TCO -0.0 CCTV SYSTEM COVER SHEET PERMITSUBMITTAL 08/28/20 TC2-0.1 BASEMENT LEVEL- CCTV SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TC2-1.1 LEVEL 1 - CCTV SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TC2-2.1 LEVEL 2 - CCTV SYSTEM LAYOUT PERMITSUBMITTAL. 08/28/20 TC2-3.1 LEVEL 3 - CCN SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TC2-4.1 LEVEL 4 - CCN SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TC5-1.0 CCTV SYSTEM -ENLARGED PLANS PERMITSUBMITTAL 08/28/20 TC6-0.0 CCN SYSTEM SCHEDULE & CONNECTIVITY DETAIL PERMITSUBMITTAL 08/28/20 TC7-0.0 CCTV SYSTEM ONE -LINE DIAGRAM PERMITSUBMITTAL 08/28/20 Technology Set - Audio System Sheets TAO -0.0 AUDIO SYSTEM COVER SHEET PERMITSUBMITTAL. 08/28/20 TA2-1.1 MTL1-AUDIO SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TA2-4.1 LEVEL 4- AUDIO SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TA2-6.0 AUDIO SYSTEM SCHEDULES AND NARRATIVE PERMITSUBMITTAL 08/28/20 Technology Set - Intrusion Detection System TSO -0.0 INTRUSION DETECTON SYSTEM COVER SHEET PERMITSUBMITTAL 08/28/20 TS2-1.1 LEVEL 1 - INTRUSION DETECTION SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TS7-0.0 INTRUSION DETECTION SYSTEM ONE -LINE DIAGRAM PERMITSUBMITTAL 08/28/20 Technology Set - Access Control System TRO -0.0 ACCESS CONTROL SYSTEM COVER SHEET PERMITSUBMITTAL 08/28/20 TR2-0.1 BASEMENT- ACCESS CONTROL SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TR2-1.1 LEVEL 1 - ACCESS CONTROL SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TR2-2.1 LEVEL 2 - ACCESS CONTROL SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TR2-3.1 LEVEL 3 - ACCESS CONTROL SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TR2-4.1 LEVEL 4 - ACCESS CONTROL SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TR6-0.0 ACCESS CONTROL SYSTEM DOOR & LOCK SCHEDULE PERMITSUBMITTAL. 08/28/20 TR6-0.1 ACCESS CONTROL SYSTEM DOOR DETAILS PERMIT SUBMITTAL 08/28/20 TR6-0.2 ACCESS CONTROL SYSTEM DOOR DETAILS PERMIT SUBMITTAL 08/28/20 TR7-0.0 ACCESS CONTROL SYSTEM ONE -LINE DIAGRAM PERMITSUBMITTAL 08/28/20 Technology Set - Emergency Services Bi -Directional Amplification System TBO-0.0 BDA SYSTEM COVER SHEET PERMITSUBMITTAL 08/28/20 TB2-0.1 BASEMENT LEVEL- BDA SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TB2-1.1 LEVEL 1 - BDA SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 T82-2.1 LEVEL 2 - BDA SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TB2-3.1 LEVEL 3 - BDA SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TB2-4.1 LEVEL 4 - BDA SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TB7-0.0 BDA SYSTEM ONE -LINE DIAGRAM PERMITSUBMITTAL 08/28/20 PROJECT CODE SUMMARY: APPLICABLE CODE SERIES: 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL FIRE CODE 2020 NATIONAL ELECTRIC CODE CITY OF WHEAT RIDGE CODE AMENDMENTS OCCUPATION GROUP: A3 ASSEMBLY AT AMENITIES ON LEVELS B1 & 1 R2 RESIDENTIAL AT LEVELS B1 THRU 4 S2 STORAGE AT LEVELS B1 THRU 4 CONSTRUCTION TYPE: TYPE V-A AT RESIDENTIAL LEVELS B1 THRU 4 TYPE II -A AT RESIDENTIAL LEVELS 1 THRU 4 (PARKING GARAGE) PRIMARY BUILDING USE: RESIDENTIAL BUILDING FLOORS: 1 BASEMENT SUBLEVEL WITH 4 LEVELS ABOVE GRADE UNITS: 18 STUDIO UNITS IN PROJECT 57 1 -BED UNITS IN PROJECT 65 2 -BED UNITS IN PROJECT 140 TOTAL UNITS IN PROJECT ANNOTATION LEGEND: ABBREVIATIONS: 0 5 10 15 20 25 30 35 40 GRAPHIC SCALE 1/16.. = 1'-0• SCALE FEET NORTH ARROW NORTH _____�@N REFERENCE SECTION REFERENCE DETAIL ID� 1 SIM 101 SHEET ID DETAIL REFERENCE DETAIL ID SIM A101 SHEET ID ELEVATION DETAIL ID 1Ret REFERENCE 11 A101 11 SHEET ID 1Rei PROJECT DIRECTORY: DEVELOPER: WAZEE PARTNERS, LLC 1801 BROADWAY SUITE 1175 DENVER, CO 80202 P: 720-420-1568 ARCHITECT: KEPHART 2555 WALNUT STREET DENVER, CO 80205 P: 30-832-4474 ELECTRICAL ENGINEER KLOK GROUP, LLC 801 12TH STREET PO BOX 914 GOLDEN, CO 80401 P: 720-399-2410 CIVIL ENGINEER: REDLAND CONSULTANT GROUP, LLC 1500 WEST CANAL COURT LITTLETON, CO 80120 P: 720-283-6783 LANDSCAPE ARCHITECT: REDLAND CONSULTANT GROUP, LLC 1500 WEST CANAL COURT LITTLETON, CO 80120 P: 720-283-6783 TECHNOLOGY CONSULTANT: EVERBASE CONSULTING SOLUTIONS 14 INVERNESS DRIVE SUITE 201 DENVER,CO P: 720-930-7775 AC - 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CS ECS JOB NUMBER' ECS -3970 WEETIRIMMAIRON PROJECT SCOPE OF WORKSCHEDULE w1 NUMB TGO-0.1 DATA COMM/NETWORK SYSTEM DRAWING INDEX Sheet Number Sheet Description Issuance Title Issue Date Technology Set - DataComm/Network System Sheets TDO -0.0 DATACOMM/NETWORK SYSTEM COVER SHEET PERMITSUBMITTAL 08/28/20 TD2-0.1 BASEMENT- DATACOMM/NETWORK SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TD2-1.1 LEVEL 1 - DATACOMM/NETWORK SYSTEM LAYOUT PERMITSUBMITTAL. 08/28/20 TD2-2.1 LEVEL 2 - DATACOMM/NETWORK SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TD2-3.1 LEVEL 3-DATACOMM/NETWORK SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TD2-4.1 LEVEL 4 - DATACOMM/NETWORK SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TD3-0.0 DATACOMM/NETWORK MDF/IDF ENLARGED PLANS & ELEVATIONS PERMITSUBMITTAL. 08/28/20 TD3-0.1 DATACOMM/NETWORK MDF/IDF ENLARGED PLANS & ELEVATIONS PERMITSUBMITTAL 08/28/20 TD3-0.2 DATACOMM/NETWORK MDF/IDF ENLARGED PLANS & ELEVATIONS PERMITSUBMITTAL 08/28/20 TD4-0.0 DATACOMM/NETWORK RISER SECTIONS PERMITSUBMITTAL 08/28/20 TD5-0.1 DATACOMM/NETWORK SYSTEM UNIT PLANS PERMITSUBMITTAL 08/28/20 TD5-0.2 DATACOMM/NETWORK SYSTEM UNIT PLANS PERMITSUBMITTAL 08/28/20 TD5-0.3 DATACOMM/NETWORK SYSTEM UNIT PLANS PERMITSUBMITTAL 08/28/20 TD5-0.4 DATACOMM/NETWORK SYSTEM AMENITY PLANS PERMITSUBMITTAL 08/28/20 TD5-0.5 DATACOMM/NETWORK SYSTEM AMENITY PLANS PERMITSUBMITTAL 08/28/20 TD5-0.7 DATACOMM/NETWORK SYSTEM AMENITY PLANS PERMITSUBMITTAL 08/28/20 TD6-0.0 DATACOMM/NETWORK SYSTEM DETAILS PERMIT SUBMITTAL 08/28/20 TD6-0.1 DATACOMM/NETWORK SYSTEM DETAILS PERMIT SUBMITTAL 08/28/20 TD6-0.2 DATACOMM/NETWORK SYSTEM DETAILS PERMITSUBMITTAL 08/28/20 TD7-0.0 NETWORK ONE -LINE DIAGRAM PERMITSUBMITTAL 08/28/20 DATACOMMMETWORK PLAN SYMBOL LEGEND: SYMBOL ELEVATION DATACOMM/NETWORK SYSTEM DEVICE DESCRIPTION: DEVICE REQUIRED CABLING: NS / EVERBASE POE NETWORK SWITCH (MOUNTED IN EQUIPMENT RACK) 1-CAT6 TO PRIMARY NETWORK PATCH PANEL - REQUIRED POWER:1 DUPLEX OUTLET CO P: 720-930-7775 0:855-255-5521 PP IROIEGTINF°RMATNM NETWORK PATCH PANEL (MOUNTED IN EQUIPMENT RACK) CAT6 TO NETWORK SWITCH - REQUIRED POWER: 1 DUPLEX OUTLET FS o NETWORK ETHERNET FIBER SWITCH (LOCATED IN EQUIPMENT RACK) 1-CAT6 TO PRIMARY NETWORK PATCH PANEL - REQUIRED POWER: 1 DUPLEX OUTLET wnP WIRELESS ACCESS POINT - PARTITIONED FOR PUBLIC & PRIVATE NETWORK ACCESS 1-CAT6 TO POE PATCH PANEL IN ASSOCIATED IDF ROOM - T -568B RJ -45 TERMINATION U Q EMERGENCY PHONE (WALL MOUNTED WITH CALL BUTTON AT A.D.A. ACCESSIBLE HEIGHT) 1-CAT6 TO PATCH PANEL IN ASSOCIATED IDF ROOM - T -568B RJ -45 TERMINATION WM FM VE W °C LU F— Q O E F_ LU W DATA OUTLET (WALL MOUNTED / FLOOR OUTLET) 1-CAT6 - T -568B RJ -45 TERMINATION LLI WM FM \v Ti W 0 DUAL DATA OUTLET (WALL MOUNTED / FLOOR OUTLET) 2-CAT6 - T -568B RJ -45 TERMINATION W S WM FM \77 o V Q DATA+VOICE OUTLET (WALL MOUNTED / FLOOR OUTLET) 2 CAT6 T 5686 RJ 45 TERMINATION R WM FM ® co o0o Z z QUAD DATA OUTLET (WALL MOUNTED / FLOOR OUTLET) 4-CAT6 - T -568B RJ -45 TERMINATION ORIGINN ISSDANCE WIM FM PERMITSUBMITTAL ®® ° ° IL W DUAL DATA+VOICE OUTLET (WALL MOUNTED / FLOOR OUTLET) 4-CAT6 - T -568B RJ -45 TERMINATION WM FM Tv Tv ® 0 DATA+VIDEO OUTLET (WALL MOUNTED / FLOOR OUTLET) 1-RG6 & 1-CAT6 - T -568B RJ -45 TERMINATION WM FM TDATA+DATA+VIDEO Tv Q D3 OUTLET (WALL MOUNTED / FLOOR OUTLET) 1-RG6 & 2-CAT6 - T -568B RJ -45 TERMINATION 0 = SEE BELOW IN -UNIT NON-METALLIC MEDIA PANEL (RECESS MOUNTED IN -WALL) SEE UNIT SHEETS FOR REQUIRED WIRING FROM UNIT TO ASSOCIATED IDF - REQUIRED POWER: 1 DUPLEX OUTLET IN BASE OF ENCLOSURE STANDARD DATACOMM/NETWORK DEVICE MOUNTING HEIGHTS: FRGJECTARCHITECT TECHNOLOGY CONSULTANT / EVERBASE =XM anNU So TMNS DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIEGTINF°RMATNM M 2 O O 00 O U Q LU 0 U) 0 W °C LU F— Q O E F_ LU W F— LU WW LLI N W 0 W �F- H W S U W V Q U Z R _ co Z z ORIGINN ISSDANCE DATE: PERMITSUBMITTAL IL W y J W z Q D3 U 0 04, 9 = O O SYSTEM DESIGNER AD Z z QS ECS JOB NUMBER' ECS -3970 WEETTRE: DATACOMM/NETWORK u: F `m �� COORDINATE OUTLET HEIGHTS _J ¢ w z '�X FOP O WITH ELECTRICAL OUTLETS 14"X30" NON-METALLIC = o 1O w z 0 w 4" ABOVE IN -UNIT MEDIA PANEL ti o¢ LL LL m LL LL LL COUNTER -TOP MEDIA PANEL INSTALLATION OJ 2 p ii N ¢ w TO INCLUDE J -BOX U z Q - 00 -, REQUIRED POWER: DUPLEX 2 < U) r o I OUTLET TO BE PROVIDED LL 3 < z w ¢ COORDINATE OUTLET HEIGHTS N BY ELECTRICAL CONTRACTOR ¢ = J r = v d WITH ELECTRICAL OUTLETS v M > O > W R lu 1714 Mi O J ILL z = Z LL LL = Q O Z ¢ Q w Q fL cc ¢ z Q Z < OU WO 1 OU y U= m FRGJECTARCHITECT TECHNOLOGY CONSULTANT / EVERBASE =XM anNU So TMNS DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIEGTINF°RMATNM M A C/) O O 00 O U Q LU 0 U) 0 W °C LU F— Q O E F_ LU W F— LU WW LLI N W W �F- H U W V Q U Z Q _ co co ORIGINN ISSDANCE DATE: PERMITSUBMITTAL 0 04, 9 SYSTEM DESIGNER AD SYSTEM REVIEWER'. QS ECS JOB NUMBER' ECS -3970 WEE71NFORMATIGN WEETTRE: DATACOMM/NETWORK SYSTEM COVER SHEET W=NUMBER TDO -0.0 l BASEMENT - DATACOMM/NETWORK LAYOUT N 1/1 6vf = 11-0'I KEYNOTELEGEND Key Value Keynote Text D18 ALL UNIT TERMINATIONS ON THIS LEVEL SHALL BE PULLED TO IDIF ROOM 210 ON LEVEL 2 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMM/NETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMM/NETWORK UNIT SHEETS FOR REQUIRED UNIT^HOME RUM' WIRING & IN - UNIT DATACOMM/NETWORK DEVICE LAYOUT 4. REFER TO DATACOMM/NETWORK DETAIL SHEETS FOR DATACOMM/NETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 8. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. SERVICE PROVIDER& SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 270- OF BENDS BETWEEN PULL POINTS & ALL 90" BENDS TO BE 36" MINIMUM RADIUS 10. ELECTRICAL CONTRACTOR TO PROVIDE COPPER GROUND AT EACH MDF/IDF ROOM - TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 11. UNIT TERMINATIONS MUST BE WIRED TO IDF AS INDICATED, PER THIS DESIGN. " SHOULD UNITS BE WIRED TO A DIFFERENT OF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN 12. WIRELESS ACCESS POINTS TO PROVIDE PARTITIONED NETWORK ACCESS FOR PUBLIC & FOR SECURE STAFF -ONLY NETWORK ACCESS 13. BLOCKING REQUIRED AT ALL COMMON AREA TV LOCATIONS - COORDINITE MOUNTING HIECHT & TV SIZING WITH INTERIORS 14. UPGRADE TO RG II CABLING MAY BE REQUIRED TO MEET PROJECTED DISTANCES THAT UNITS LIE FROM THEIR RESPECTIVE CARRIER PANELS DUE TO THE LIMITING FACTOR OF (3) RISERS. 0 5 10 15 20 25 30 35 40 1/16° = V-0" SCALE FEET FRMECTARCH1 ECT TECHNOLOGY CONSULTANT EVERBASE _��� NLTSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORMATION M CY) A U) , O DOO O n U Q Lu C3 Uy0_y W LL LuF— U z F— Q O LL w Lu — F— ww LU LLI N W Q fr W lFl—^ v ) 1R/` W V Q U z Q _ I \\ / co co ORIGINN ISSDANNZ DATE: PERMIT SUBMITTAL REVISION O o O SYSTEM DESIGNER AD SYSTEM REMEMER'. CS ECS JOB NUMBER' ECS -3970 WEETINFOMAnON WEETTIIE: BASEMENT- DATACOMM/NETWORK SYSTEM LAYOUT GIEETNUMBER TD2-0.1 D30 — T l + + + + O 000 0 + + 0.000 0 + O Os - '��: + OC O + + + + + UNIT B3.0UNIT A1.0 UNIT A1.0 IT A1.0 UNIT A1.0 UNIT Ai\0 UNIT A1.0� 'UNIT B3.0 a V.+ e C o 0 i -------- r --------------------------- � l I UNIT S1 0 I o UNIT S1 UNIT S1 " + J -_ I ' IIIIII IIIA �� i UNIT S1 k F R n –O P1 IRKING GA AGE L7° UNIT 62.0 3 613 AEI 0 UNIT B2.0 o + �I + UNIT B1.01 ` " ° 0 IL iaaaa Q �a8&aas u I I 1 •L e � • • •-• • a3'O�`i1iYTL°Ji M ='\jIkUNIT B3.0 II* + + t _+ y J LEVEL 1 - DATACOMM/NETWORK LAYOUT 1/16 11 = 11-011 N v qq UNIT _B2. 0 B2.0 0 I - SLEEVING FROM LEVEL TO LEVEL (1) 2- PROVIDER A SERVICE (1) 4' PROVIDER A UNIT TERMS (1) 2" PROVIDER B SERVICE (1) 4" PROVIDER B UNIT TERMS (1) 2" SATV SERVICE (1) 4" SATV UNIT TERMS (1) 2" BUILDING TECH SYSTEMS momwL LCL — � e iii [ �■ I IIII � 777,E n�[77Sr—� I°s _ Ill ' Wlll�llt_ 'l milli DATACOMNJNET RORK PUN SYMBOL LEGEND: SYMI DATACCMMMEI OPK SYSTEM DEVICE DESCRIPTION: •gal®' POE NETWORK SWITCH (MOUNTED DENVER ICO P: 720-930-7775 I�n� 0:855-255-5521 W W W.EVERBASECONSULTING.COM + + t _+ y J LEVEL 1 - DATACOMM/NETWORK LAYOUT 1/16 11 = 11-011 N v qq UNIT _B2. 0 B2.0 0 I - SLEEVING FROM LEVEL TO LEVEL (1) 2- PROVIDER A SERVICE (1) 4' PROVIDER A UNIT TERMS (1) 2" PROVIDER B SERVICE (1) 4" PROVIDER B UNIT TERMS (1) 2" SATV SERVICE (1) 4" SATV UNIT TERMS (1) 2" BUILDING TECH SYSTEMS momwL LCL — � e iii [ �■ I IIII � 777,E n�[77Sr—� I°s _ Ill ' Wlll�llt_ 'l milli 1, REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMM/NETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMM/NETWORK UNIT SHEETS FOR REQUIRED UNIT"HOME RUN" WIRING & IN - UNIT DATACOMM/NETWORK DEVICE LAYOUT 4. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATACOMMINET WORK SYSTEM DETAILS & DIAGRAMS 5. BABLESED ON FIELD CONDITIONS SUBJECT TO CHANGE BASED IC FIELDTRACTO )NS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED e. ALL DESIGNATED ING IS NUIO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING 8 PULL BOX BY INSTALLING CONTRACTOR 9. SERVICE PROVIDER &STEMS NETWORK BACKBONE CONDUIT TO BELIMITED TO270'OF BENDS BETWEEN PULL POINTS &ALL 90" BENDS TO36" MINIMUM RADIUS 10. ELECTRICAL CONTRACTORATEACH TO PROVIDE ROOM COPPER GROUND AT EACH SERVFROOM-TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 11. IUNITINDICATED, PER THIS MUST BE WIRED TO OF S INDICATED, PER THIS DESIGNU SHOULD UNITS BE WIRED NDI TOADIFFERENT IDFDUETO FIE LD CONDITIONS, SE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN 12. PARTITSS IONED NET ORK APOINTCESSTO FOR P PARTITIONED NETWORK ACCESS FOR PUBLIC & FOR SECURE STAFF -ONLY NETWORK ACCESS 13. BLOCKLOCATING ONS- COIREDATALLCOMMG HIECH TV LOCATIONS - COOROINITE MOUNTING HIECHT & TV SIZING WITH INTERIORS 16. UPGRADE TO RG OJETED CABLING MAY BEDISTANCES THAT REQUIRED TO MEET PROJECTED DISTANCES THAT UNITS LIE FROM THEIR RESPECTIVE CARRIER PANELS DUE TO THE LIMITING FACTOR OF (3) RISERS. 0 5 10 15 20 25 30 35 40 1/16"= V-0" SCALE FEET FRMECTARCH1 ECT DATACOMNJNET RORK PUN SYMBOL LEGEND: SYMI DATACCMMMEI OPK SYSTEM DEVICE DESCRIPTION: NS POE NETWORK SWITCH (MOUNTED DENVER ICO P: 720-930-7775 IN EQUIPMENT RACK) 0:855-255-5521 W W W.EVERBASECONSULTING.COM NETWORK PATCH PANEL PP (MOUNTED IN EQUIPMENT RACK) CY) A U) NETWORK ETHERNET FIBER SWITCH 00 O FS (LOCATED IN EQUIPMENT RACK) Q LU 0 U) ACCESS POINT - W LL LU Q O PARTITIONED FOR PUBLIC& PRIVATE NETWORK ACCESS hWIRELESS WAP E EMERGENCY PHONE (WALL MOUNTED WITH CALL BUTTON AT A.D.A. LLI N LU ACCESSIBLE HEIGHT) LL WIN ED v® DATA OUTLET (WALL MOUNTED/ FLOOR OUTLET) WINED T® 7 DUAL DATA OUTLET (WALL MOUNTED I FLOOR OUTLET) I_LI WMDATA+VOICE v® OUTLET (WALL MOUNTED / FLOOR OUTLET) WIN QUAD DATA OUTLET (WALL > co MOUNTED / FLOOR OUTLET) AM ED DUAL OUTLET (WALL CAPE. I® MOUNTED I FLOICE OR OUTLET W�gMED 7 DATA+VIDEO OUTLET (WALL L'J ® MOUNTED/FLOOR OUTLET) WM ED OUTLET (WALL ®DATA+DATA+VIDEO MOUNTED I FLOOR OUTLET) KEYNOTELEGEND Key ValUS Keynote Text D02 1-4" PVC CONDUIT WITH METERED PULL STRING FOR COMCAST SERVICE ENTRY - EXTEND CONDUIT FROM BUILDING TO o o PROPERTY LINE D03 14" PVC CONDUIT WITH METERED 6Y6TEM DESIGNER PULL STRING FOR CENTURYLINK SERVICE ENTRY - EXTEND SYSTEM REVIEMER'. CONDUIT FROM BUILDING TO PROPERTY LINE D04 14" PVC CONDUIT WITH METERED WEETINFOMATIGN PULL STRING FOR FUTURE 6HEETTTIE: PROVIDER SERVICE ENTRY - LEVEL EXTEND CONDUIT FROM BUILDING DATACOMM/NETWORK TO PROPERTY LINE D17 ALL UNIT TERMINATIONS ON THIS LEVEL SHALL BE PULLED TO IDIF ROOM 202 ON LEVEL 2 D18 ALL UNIT TERMINATIONS ON THIS LEVEL SHALL BE PULLED TO OF ROOM 210 ON LEVEL 2 D19 ALL UNIT TERMINATIONS ON THIS LEVEL SHALL BE PULLED TO OF ROOM 184 ON LEVEL 4 D22 CEILING MOUNTED 30"X30"X12" PULL -BOX FOR HORIZONTAL ROUTING TO VERTICAL ROUTING TRANSITION D30 SHADED UNITS REQUIRE RG11 CABLING UPGRADE TO MEET PROJECTED DISTANCES BETWEEN UNIT/AMENITY AND RISER 1, REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMM/NETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMM/NETWORK UNIT SHEETS FOR REQUIRED UNIT"HOME RUN" WIRING & IN - UNIT DATACOMM/NETWORK DEVICE LAYOUT 4. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATACOMMINET WORK SYSTEM DETAILS & DIAGRAMS 5. BABLESED ON FIELD CONDITIONS SUBJECT TO CHANGE BASED IC FIELDTRACTO )NS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED e. ALL DESIGNATED ING IS NUIO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING 8 PULL BOX BY INSTALLING CONTRACTOR 9. SERVICE PROVIDER &STEMS NETWORK BACKBONE CONDUIT TO BELIMITED TO270'OF BENDS BETWEEN PULL POINTS &ALL 90" BENDS TO36" MINIMUM RADIUS 10. ELECTRICAL CONTRACTORATEACH TO PROVIDE ROOM COPPER GROUND AT EACH SERVFROOM-TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 11. IUNITINDICATED, PER THIS MUST BE WIRED TO OF S INDICATED, PER THIS DESIGNU SHOULD UNITS BE WIRED NDI TOADIFFERENT IDFDUETO FIE LD CONDITIONS, SE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN 12. PARTITSS IONED NET ORK APOINTCESSTO FOR P PARTITIONED NETWORK ACCESS FOR PUBLIC & FOR SECURE STAFF -ONLY NETWORK ACCESS 13. BLOCKLOCATING ONS- COIREDATALLCOMMG HIECH TV LOCATIONS - COOROINITE MOUNTING HIECHT & TV SIZING WITH INTERIORS 16. UPGRADE TO RG OJETED CABLING MAY BEDISTANCES THAT REQUIRED TO MEET PROJECTED DISTANCES THAT UNITS LIE FROM THEIR RESPECTIVE CARRIER PANELS DUE TO THE LIMITING FACTOR OF (3) RISERS. 0 5 10 15 20 25 30 35 40 1/16"= V-0" SCALE FEET FRMECTARCH1 ECT TECHNOLOGY COtMULTAM SE 0 EVERBAS E _ �� E'Oe➢l-TAY EOL DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM FROJECTINFORMATKM M CY) A U) o (D 00 O I..V Q LU 0 U) 0_y W LL LU Q O LL I_LI W - F- ww LU LLI N LU Q LL W�~ � �[ V I_LI Q U z Q _ I > co co qct ORI ISSUANCE. CAPE. PERMITSUBMITTAL NVBVV 0 9 o o - 6Y6TEM DESIGNER AD SYSTEM REVIEMER'. CS EW JOB NUMBER: ECS -3970 WEETINFOMATIGN 6HEETTTIE: LEVEL 1 - DATACOMM/NETWORK SYSTEM LAYOUT WEETNUMBER TD2-1.1 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T I I I UNIT B3.0 UNIT A1.0 UNIT A1.0 UNIT B2.0� UNIT A1.0 UNIT A1.0 UNIT A1.0 UNIT A1.0� UNIT B3.0 m& r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - UNIT S1 0 0 0 11 ==> i UNIT Si UNIT S1 7 I - ELEC/IDF 0, - I _ I FUNITI I I I I I UNIT 62.0 ° GARAGE L2 ° EUNIT B2.0 i X 3-0 I I D 1 A 3 613 ARI (j O 9 _ O UNIT B2.0 - - ; - - ---------------------------------- - - - ° EUUNIT A2.0 i ®e - - e o S UNIT 131. UNIT A1.0 UNIT 1.0 UNIT A1.0 UNIT A1.0 UNIT B1.0 I I UNIT 132.0 JD UNIT A1.0 UNIT UNIT A2.0 ° to FT- - - - - - - - - - - - - - - - - - - - - - - - UNIT A2.0 ° OVERHEAD CONDUIT: I I (112"CARRIER ASERVICE I I °LUNITA1.0UNIT B2.0 (112"BLDG TECH SYSTEMS _ °UNIT B2.0 I I I I I S UNIT 133.0 UNIT B3.0 S °° d Il M 0 0 o UNIT B3.01 UNIT 133.0 - - - - - - - - - - - - - - JI I 0 0 I I I L ------------------------- LEVEL 2 - DATACOMM/NETWORK LAYOUT N 1/16 11 = 11-011 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMM/NETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMMINETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFFOR REQUIRED UOMNVNETWORK UNIT WIRINGSHEETS FOR REQUIRED UNIT"HOME RUNT WIRING & IN - UNIT R TO DAM COMM/N RK DEVICE LAYOUT 4. REFERTACOMM/ ETWOR SYSTEMORK TAILDET SHEETS FOR RATACOMMINET WORK SYSTEM DETAILS & DIAGRAMS 5. BABLESED ON FIELD CONDITIONS SUBJECT TO CHANGE BASED IC FIELDTRACTO )NS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED ]. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED S. ALL CABLING ISROUTED THROUGH DESIGNATED CONDUIT, T, SLEEVING &PULL BOX BY INSTALLING CONTRACTOR 9. SERVICE PROVIDER &STEMS NETWORK TO BACKBONE CONDUIT TO BE LIMITED TO 270" OF BENDS BETWEEN PULL POINTS 8 ALL 90° BENDS TO38" MINIMUM RADIUS 10. ELECTRICAL CONTRACTORATEACH TO PROVIDE O M COPPER GROUND AT EACH MDF/IDF ROOM - TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 11. F AS INIT DICATED, PER MUST BE WIREDTO NITS INDICATED, PER THIS DESIGNU SHOULD UNITS BE WIRED TO A DIFFERENT IDF DUE FIELD CONDITIONS, SE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN 12. PARTITSS IONED NET ORK APOINTCESSTO FOR P PARTITIONED NETWORK ACCESS FOR PUBLIC & FOR SECURE STAFF -ONLY NETWORK ACCESS 13. BLOCKLOCATING ONS- COIREDATALLCOMMG HIECH TV LOCATIONS - INTERIORS NITE MOUNTING HIECHT 8 N SIZING WITH INTERIORS 14. UPGRADE TO RG OJETED CABLING MAY BEDISTANCES THAT REQUIRED TO MEET PROJECTED DISTANCES THAT UNITS LIE FROM THEIR RESPECTIVE CARRIER PANELS DUE TO THE LIMITING FACTOR OF (3) RISERS. 0 5 10 15 20 25 30 35 40 1/18" =1' 0" SCALE FEET PROJECTAJmwTECT DATACOMMmeTWOFx Pu Sv LEGEND: SYMBO. DATACOMNNERVORrc SYSTEM CEVM£DESCRIPNCN: NS POE NETWORK SWITCH (MOUNTED DENVER ICO P: 720-930-7775 IN EQUIPMENT RACK) 0:855-255-5521 PP NETWORK PATCH PANEL M (MOUNTED IN EQUIPMENT RACK) C'') A U) NETWORK ETHERNET FIBER SWITCH 00 O FS (LOCATED IN EQUIPMENT RACK) Q LU 0 U) WIRELESS ACCESS POINT - W Cc LU ^Q OLL PARTITIONED FOR PUBLIC& PRIVATE NETWORK ACCESS W� H E EMERGENCY PHONE (WALL MOUNTED WITH CALL BUTTON AT A.D.A. N LU ACCESSIBLE HEIGHT) WM M DATA OUTLET (WALL l^ lv J MOUNTED / FLOOR OUTLET) WM MwEE DUAL DATA OUTLET (WALL Q MOUNTED / FLOOR OUTLET) > M WM FM DATA+VOICE OUTLET (WALL MOUNTED / FLOOR OUTLET) WIE: WM FM QUAD DATA OUTLET (WALL �® MOUNTED/FLOOR OUTLET) WM FM DUAL DATA+VOICE OUTLET (WALL ® MOUNTED/ FLOOR OUTLET) wM FM DATA+VIDEO OUTLET (WALL �]v ® MOUNTED / FLOOR OUTLET) wM FM DATA+DATA+VIDEO OUTLET (WALL ® MOUNTED / FLOOR OUTLET) KEYNOTELEGEND Key Value Keynote Text D17 ALL UNIT TERMINATIONS ON THIS SYSTEM CEBIRIER LEVEL SHALL BE PULLED TO IDIF ROOM 202 ON LEVEL 2 D18 ALL UNIT TERMINATIONS ON THIS LEVEL SHALL BE PULLED TO IDIF ECB JOB NUMBER: ROOM 210 ON LEVEL 2 D19 ALL UNIT TERMINATIONS ON THIS WEETTIIE: LEVEL SHALL BE PULLED TO IDF LEVEL 2 - ROOM 184 ON LEVEL 4 D30 SHADED UNITS REQUIRE R31 CABLING UPGRADE TO MEET PROJECTED DISTANCES BETWEEN UNIT/AMENITY AND RISER 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMM/NETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMMINETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFFOR REQUIRED UOMNVNETWORK UNIT WIRINGSHEETS FOR REQUIRED UNIT"HOME RUNT WIRING & IN - UNIT R TO DAM COMM/N RK DEVICE LAYOUT 4. REFERTACOMM/ ETWOR SYSTEMORK TAILDET SHEETS FOR RATACOMMINET WORK SYSTEM DETAILS & DIAGRAMS 5. BABLESED ON FIELD CONDITIONS SUBJECT TO CHANGE BASED IC FIELDTRACTO )NS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED ]. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED S. ALL CABLING ISROUTED THROUGH DESIGNATED CONDUIT, T, SLEEVING &PULL BOX BY INSTALLING CONTRACTOR 9. SERVICE PROVIDER &STEMS NETWORK TO BACKBONE CONDUIT TO BE LIMITED TO 270" OF BENDS BETWEEN PULL POINTS 8 ALL 90° BENDS TO38" MINIMUM RADIUS 10. ELECTRICAL CONTRACTORATEACH TO PROVIDE O M COPPER GROUND AT EACH MDF/IDF ROOM - TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 11. F AS INIT DICATED, PER MUST BE WIREDTO NITS INDICATED, PER THIS DESIGNU SHOULD UNITS BE WIRED TO A DIFFERENT IDF DUE FIELD CONDITIONS, SE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN 12. PARTITSS IONED NET ORK APOINTCESSTO FOR P PARTITIONED NETWORK ACCESS FOR PUBLIC & FOR SECURE STAFF -ONLY NETWORK ACCESS 13. BLOCKLOCATING ONS- COIREDATALLCOMMG HIECH TV LOCATIONS - INTERIORS NITE MOUNTING HIECHT 8 N SIZING WITH INTERIORS 14. UPGRADE TO RG OJETED CABLING MAY BEDISTANCES THAT REQUIRED TO MEET PROJECTED DISTANCES THAT UNITS LIE FROM THEIR RESPECTIVE CARRIER PANELS DUE TO THE LIMITING FACTOR OF (3) RISERS. 0 5 10 15 20 25 30 35 40 1/18" =1' 0" SCALE FEET PROJECTAJmwTECT TECHNOLOGY CONSULTANT iir EVERBASE 5134-UTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINMRMATION M C'') A U) o (D 00 O I..V Q LU 0 U) 0_ W Cc LU ^Q OLL E [__ Lu LU H =Lu LLI N LU WF-- l^ lv J GLLI Q 0 U z Q _ I > M M ORIGINN ISSWNOE. WIE: PERMITSUBMITTAL e dozG SYSTEM CEBIRIER AD SYSTEM REVIEWER'. CS ECB JOB NUMBER: ECS -3970 WI INFORMATIgJ WEETTIIE: LEVEL 2 - DATACOMM/NETWORK SYSTEM LAYOUT wEETNUMBER TD2-2.1 r - - - - T I I I 0 O O il UNIT 133.0 UNIT A1.0 UNIT A1.0 UNIT B2.0 UNIT A1.0 UNIT A1.0 I)NIT A1.0 UNIT A1.0� UNIT B3.0 D19 2q r_ _ ------ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i --- I __I UNIT S1 0 - UNIT S1 I UNIT SI ELECADF /^\ - 306 I I I UNIT S1 I I I 1 1 I UNIT B2.0 ° Gj LRAGE ° UNIT B2.0 I N I I II I I II I I I I o I I n A3 n� I I o UNIT 132.0 ° ° UNIT A2.0 _ e eett e _ o o --4 11 -- b Ji - , S UNIT B1.0 UNIT A1.0 UNIT A1.0 UNIT A1.0 UNIT A1.0 UNIT B1.0 00 - ° Etj ° I I ° UNIT 132.0 UNIT A1.0 UNIT Al. ° ° _ UNIT A2.0 ° to e a O UNIT A2.0 ° ° UNIT A1.0 UNIT 132.0 UNIT B2.0 I I I I IT j UNIT 133.01 'UNIT B3.0 Uzo °o S o _ - G UNIT B3.01 UNIT B3.0 - - - - - - - - - - - - - - JI I 0 0 I I I L- - - - - - - - - - - - - - - - - - - - - - - - - LEVEL 3 - DATACOMM/NETWORK LAYOUT N 1/16 11 = 11-011 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMMINETWORK DEVICE CABLING REQUIREME14TS & MOUNTING HEIGHTS 2. REFER TO DATACOMMINETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMMINETWORK UNIT SHEETS FOR REQUIRED UNIT"HOME RUM' WIRING & IN - UNIT DATACOMMMETWORK DEVICE LAYOUT 4. REFER TO DATACOMMINETWORK DETAIL SHEETS FOR DATACOMMINETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS B. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 8. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. SERVICE PROVIDER & SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 276° OF BENDS BETWEEN PULL POINTS & ALL 96° BENDS TO BE 36' MINIMUM RADIUS 10. ELECTRICAL CONTRACTOR TO PROVIDE 96 COPPER GROUND AT EACH MDFIIDF ROOM - TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 11. UNIT TERMINATIONS M UST BE WIRED TO IDF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT OF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN 12. WIRELESS ACCESS POINTS TO PROVIDE PARTITIONED NETWORK ACCESS FOR PUBLIC & FOR SECURE STAFF -ONLY NETWORK ACCESS 13. BLOCKLOCATING ONS- COIREDATALLCOMMG HIECHTV LOCATIONS- INTERIORS NITE MOUNTING HIECHT 8 N SIZING WITH INTERIORS 14. UPGRADE TO RG1 OJETED CABLING MAYBEDISTANCES THAT REQUIRED TO MEET PROJECTED DISTANCES THAT UNITS LIE FROM THEIR RESPECTIVE CARRIER PANELS DUE TO THE LIMITING FACTOR OF (3) RISERS. 0 5 10 15 20 25 30 35 40 SCALE FEET RROJECTamwIECT DATrcanMmeJTWOFx FUN SI LEGEND: SWEI DATnGGMVIERVORK SV51FM CEVM£DEBGRIFTxIN: NS POE NETWORK SWITCH (MOUNTED DENVER ICO P: 720-930-7775 IN EQUIPMENT RACK) 0:855-255-5521 W W W.EVERBASECONSULTING.COM PP NETWORK PATCH PANEL M (MOUNTED IN EQUIPMENT BACK) C'') A v, NETWORK ETHERNET FIBER SWITCH FIIIIIIIm 00o O FS (LOCATED IN EQUIPMENT RACK) Q LU 0 U) WIRELESS ACCESS POINT - W Cc LU F- Q O PARTITIONED FOR PUBLIC& PRIVATE NETWORK ACCESS W� F- E EMERGENCY PHONE (WALL MOUNTED WITH CALL BUTTON AT A.D.A. N LU ACCESSIBLE HEIGHT) VEZM DATA OUTLIMI kV L l� v ) MOUNTED / FLOOR OUTLET) WIN MwEE DUAL DATA OUTLET (WALL MOUNTED / FLOOR OUTLET) \Q\ M wM FM77 DATA+VOICE OUTLET (WALL MOUNTED / FLOOR OUTLET) PIPE. WIN FIN QUAD DATA OUTLET (WALL �® MOUNTED/FLOOR OUTLET) WIN FIN DATA+VOICE OUTLET (WALL IfDUAL ® MOUNTED /FLOOR OUTLET) MUM FM DATA+VIDEO OUTLET (WALL ® MOUNTED / FLOOR OUTLET) MUM FM DATA+DATA+VIDEO OUTLET (WALL ® MOUNTED / FLOOR OUTLET) KEYNOTELEGEND Key Value Keynote Text D19 ALL UNIT TERMINATIONS ON THIS SYSIEM DESIGNER LEVEL SHALL BE PULLED TO IDF ROOM 184 ON LEVEL 4 D20 ALL UNIT TERMINATIONS ON THIS LEVEL SHALL BE PULLED TO IDIF EPS JOB NUMBER: ROOM 402 ON LEVEL 4 D21 ALL UNIT TERMINATIONS ON THIS WEETTRE: LEVEL SHALL BE PULLED TO OF LEVEL 3 - ROOM 419 ON LEVEL 4 D30 SHADED UNITS REQUIRE RG11 CABLING UPGRADE TO MEET PROJECTED DISTANCES BETWEEN UNIT/AMENITY AND RISER 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMMINETWORK DEVICE CABLING REQUIREME14TS & MOUNTING HEIGHTS 2. REFER TO DATACOMMINETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMMINETWORK UNIT SHEETS FOR REQUIRED UNIT"HOME RUM' WIRING & IN - UNIT DATACOMMMETWORK DEVICE LAYOUT 4. REFER TO DATACOMMINETWORK DETAIL SHEETS FOR DATACOMMINETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS B. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 8. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. SERVICE PROVIDER & SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 276° OF BENDS BETWEEN PULL POINTS & ALL 96° BENDS TO BE 36' MINIMUM RADIUS 10. ELECTRICAL CONTRACTOR TO PROVIDE 96 COPPER GROUND AT EACH MDFIIDF ROOM - TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 11. UNIT TERMINATIONS M UST BE WIRED TO IDF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT OF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN 12. WIRELESS ACCESS POINTS TO PROVIDE PARTITIONED NETWORK ACCESS FOR PUBLIC & FOR SECURE STAFF -ONLY NETWORK ACCESS 13. BLOCKLOCATING ONS- COIREDATALLCOMMG HIECHTV LOCATIONS- INTERIORS NITE MOUNTING HIECHT 8 N SIZING WITH INTERIORS 14. UPGRADE TO RG1 OJETED CABLING MAYBEDISTANCES THAT REQUIRED TO MEET PROJECTED DISTANCES THAT UNITS LIE FROM THEIR RESPECTIVE CARRIER PANELS DUE TO THE LIMITING FACTOR OF (3) RISERS. 0 5 10 15 20 25 30 35 40 SCALE FEET RROJECTamwIECT MCHWLWY OONSULTAM EVERBASE _��� NLTSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIEGTINFORMATION M C'') A v, O FIIIIIIIm 00o O Elm Q LU 0 U) 0_ W Cc LU F- Q O E [-- W UJ F- LU LU UJ N LU W �F-l^ l� v ) GLEI Q U C) z _ \Q\ M co ORIGINPI ISSWIYE. PIPE. PERMIT SUBMITTAL 6 ,G SYSIEM DESIGNER AD svBTEM REVIEWER. CS EPS JOB NUMBER: ECS -3970 WEETINFORMATIGN WEETTRE: LEVEL 3 - DATACOMM/NETWORK SYSTEM LAYOUT GIEETNUM I TD2-3.1 D30 Sim Ds -0. I I 019 UNIT 133.0 UNIT A1.0 UNIT A1.0 UNIT B2.0= UNIT A1.0 UNIT A1.0�UNIT B3.0 ea - ------------- UNIT Si ° o I I ? 0 0 I UNIT S1 UNIT S1 ELECADF 6 - - 406 D3-0 I I UNIT 132.0 / GARAGE UNIT B2.0 D A 3 613 ADI O I _ I UNIT 132.0UNIT A2.0 o ® TI UNIT 131.0 UNIT A1.0 UNIT A1.0 UNIT A1.0 UNIT A1.0 UNIT B1.0 CC5 ILS I I o 0 UNIT 132.0 UNIT A1.0 UNIT A1.0JD iml° _ I UNIT A2.0 to ° I "UNITA2.0 IEL° ° UNIT A1.0 UNIT B2.0 a -- o--ITB2.0 I I I I 5102 E� 0 - R �CD20= r UNIT 133.0 UNIT B3.0 S101 0 o UNIT B3.01 UNIT 133.0 - - - - - - - - - - - - - - - J I I L ------------------------- LEVEL 4 - DATACOMM/NETWORK LAYOUT N 1/16 11 = 11-011 1. REFER TO OATACOMM COVER SHEET FOR STANDARD DATACOMM/NETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFFOR REQUIRED UNIT VHO TWORK UNIT WIRINGSHEETS FOR REQUIRED UNIT"HOME RUNT WIRING T IN - UNIT R TO DAM COMM/N RK DEVICE LAYOUT d. REFER TACOMM/ ETWOR SYSTEMORK TAILDET SHEETS FOR RATACOMMINETWORKSYSTENT DETAILS & DIAGRAMS 5. BABLESED ON FIELD CONDITIONS SUBJECT TO CHANGE BASED IC FIELD CONTRACTOR )NS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED ]. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED S. ALL DESIGNATED ING IS N UI ROUTED THROUGH DESIGNATE° CONDUIT, SLEEVING 8 PULL BOX BY INSTALLING CTOR 9. SERVICE PROVIDER MS NETWORK BACKBONE CONDUIT TO BE BELIMITEDTO2]0°OF BENDS BETWEEN PULL POINTS 8 ALL 90° BENDS TO36' MINIMUM RADIUS 19 ELECTRICAL CONTRACTORATEACH TO PROVIDE O M COPPER GROUND AT EACH SERVFROOM-TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 11. IUNITINDICATED, PER THIS MUST BE WIRED TO IDF S INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT IDF DUE TO FIELD CONDITIONS, SE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN 12. WIRELESS ACCESS POINTS TO PROVIDE PARTITIONED NETWORK ACCESS FOR PUBLIC & FOR SECURE STAFF ON NETWORK ACCESS 13. BLOCKLOCATING ONS- COIREDATALLCOMMG HIECH TV LOCATIONS - INTERIORS NITE MOUNTING HIECHT 8 N SIZING WITH INTERIORS 14. UPGRADE TO Rol OJETED CABLING MAY BEDISTANCES THAT REQUIRED TO MEET PROJECTED DISTANCES THAT UNITS LIE FROM THEIR RESPECTIVE CARRIER PANELS DUE TO THE LIMITING FACTOR OF (3) RISERS. 0 5 10 15 20 25 30 35 40 1/16" =1' 0" SCALE FEET RRGJECTARCHIMCT DATADDMMNE ORK FUN SYtiBDLi OEND: SYMBOL DATnOMWNERORK sV51FM CEVM£ DEBGRIPDCN: NS POE NETWORK SWITCH (MOUNTED DENVER ICO P: 720-930-7775 IN EQUIPMENT RACK) 0:855-255-5521 PP NETWORK PATCH PANEL M (MOUNTED IN EQUIPMENT BACK) CY) FS NETWORK ETHERNET FIBER SWITCH 00o O ElmU (LOCATED IN EQUIPMENT RACK) Q LU 0 U) WIRELESS ACCESS POINT - W Cc L1J Q OIL PARTITIONED FOR PUBLIC& PRIVATE NETWORK ACCESS W� F- LU LU EMERGENCY PHONE (WALL MOUNTED WITH CALL BUTTON AT A.D.A. N LU ACCESSIBLE HEIGHT) M DATA OU I LET(WALL v^ l) J MOUNTED / FLOOR OUTLET) 1 WM MwEz DUAL DATA OUTLET (WALL MOUNTED / FLOOR OUTLET) \Q\ M wM FM DATA+VOICE OUTLET (WALL MOUNTED / FLOOR OUTLET) DATE: MfM FM QUAD DATA OUTLET (WALL MOUNTED / FLOOR OUTLET) WM FM v DUAL DATA+VOICE OUTLET (WALL v ® MOUNTED / FLOOR OUTLET) WM FM 4 DATA+VIDEO OUTLET (WALL LrvJ ® MOUNTED / FLOOR OUTLET) wM FM DATA+DATA+VIDEO OUTLET (WALL ®MOUNTED/ FLOOR OUTLET) KEYNOTELEGEND Key Value Keynote Text D19 ALL UNIT TERMINATIONS ON THIS SYSTEM DESIGNER LEVEL SHALL BE PULLED TO IDF ROOM 184 ON LEVEL 4 D20 ALL UNIT TERMINATIONS ON THIS LEVEL SHALL BE PULLED TO IDF ECB JOB NUMBER: ROOM 402 ON LEVEL 4 D21 ALL UNIT TERMINATIONS ON THIS WEETTIIE: LEVEL SHALL BE PULLED TO IDF LEVEL 4- ROOM 419 ON LEVEL 4 D30 SHADED UNITS REQUIRE RG11 CABLING UPGRADE TO MEET PROJECTED DISTANCES BETWEEN UNIT/AMENITY AND RISER 1. REFER TO OATACOMM COVER SHEET FOR STANDARD DATACOMM/NETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFFOR REQUIRED UNIT VHO TWORK UNIT WIRINGSHEETS FOR REQUIRED UNIT"HOME RUNT WIRING T IN - UNIT R TO DAM COMM/N RK DEVICE LAYOUT d. REFER TACOMM/ ETWOR SYSTEMORK TAILDET SHEETS FOR RATACOMMINETWORKSYSTENT DETAILS & DIAGRAMS 5. BABLESED ON FIELD CONDITIONS SUBJECT TO CHANGE BASED IC FIELD CONTRACTOR )NS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED ]. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED S. ALL DESIGNATED ING IS N UI ROUTED THROUGH DESIGNATE° CONDUIT, SLEEVING 8 PULL BOX BY INSTALLING CTOR 9. SERVICE PROVIDER MS NETWORK BACKBONE CONDUIT TO BE BELIMITEDTO2]0°OF BENDS BETWEEN PULL POINTS 8 ALL 90° BENDS TO36' MINIMUM RADIUS 19 ELECTRICAL CONTRACTORATEACH TO PROVIDE O M COPPER GROUND AT EACH SERVFROOM-TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 11. IUNITINDICATED, PER THIS MUST BE WIRED TO IDF S INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT IDF DUE TO FIELD CONDITIONS, SE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN 12. WIRELESS ACCESS POINTS TO PROVIDE PARTITIONED NETWORK ACCESS FOR PUBLIC & FOR SECURE STAFF ON NETWORK ACCESS 13. BLOCKLOCATING ONS- COIREDATALLCOMMG HIECH TV LOCATIONS - INTERIORS NITE MOUNTING HIECHT 8 N SIZING WITH INTERIORS 14. UPGRADE TO Rol OJETED CABLING MAY BEDISTANCES THAT REQUIRED TO MEET PROJECTED DISTANCES THAT UNITS LIE FROM THEIR RESPECTIVE CARRIER PANELS DUE TO THE LIMITING FACTOR OF (3) RISERS. 0 5 10 15 20 25 30 35 40 1/16" =1' 0" SCALE FEET RRGJECTARCHIMCT TECHNOLOGY CONSULTANT EVERBASE _ �� NLTSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROJECTINFORMATION M CY) A v, O 00o O ElmU Q LU 0 U) 0_ W Cc L1J Q OIL E [-- LU UJ F- LU LU UJ N LU Luc v^ l) J 1R/` 1 VC) Q U z _ \Q\ M co ORIGINN ISSUANCE DATE: PERMR SUBMITTAL 10 '- dozG SYSTEM DESIGNER AD SYBTEM REVIEWER. CS ECB JOB NUMBER: ECS -39]0 WEETINFORMAnON WEETTIIE: LEVEL 4- DATACOMM/NETWORK SYSTEM LAYOUT WEETNUMBGl TD2-4.1 15'-41/4" LEVEL 1 - MDF ROOM 113 - ENLARGED PLAN 1/211 = 1' -OBI 1&'-01/4" LEVEL 2 - IDF ROOM 206 - ENLARGED PLAN 1/2'I = 1'-0BI N MDF ROOM 113 - REAR ELEVATION 1/2 If = 1 1.011 MDF ROOM 113 - RIGHT ELEVATION 1/2 11 = 1 B-01' MED BncM NFD BACKBOARD FOR 1E.2ERA FORGPRIERB LNRTEPMS UNRTFAMS I J — LEVEL 2_112'-77/8" IDF ROOM 206 - RIGHT ELEVATION 1/2 If = 1'-01 1 1001-0. DATACOMMNORK SYs1EM PUN SYMBOL LEGEND SYMBEI DESCRIPTION NS POE NETWORK SWITCH (MOUNTED IN EQUIPMENT RACK) - REQUIRED POWER: 1 DUPLEX OUTLET Taa NO enLLJTONS PP NETWORK PATCH PANEL (MOUNTED IN EQUIPMENT POWER REQUIREMENT: DUPLEX RACK)- REQUIRED POWER: 1 DUPLEX OUTLET RECEPTACLE FS NETWORK ETHERNET FIBER SWITCH (LOCATED IN EQUIPMENT RACK)- REQUIRED POWER: 1 DUPLEX OUTLET M WHIPS FOR POWER SUPPLIES ON CCN SYSTEM NETWORK VIDEO RECORDER (NVR) NVR (MOUNTED IN EQUIPMENT RACK)- REQUIRED POWER:1 Fffffm DUPLEX OUTLET n EQUIPMENT RACK (SEE ZONE DESCRIPTION FOR AVAV MOUNTING) -REQUIRED POWER:1 FOURPLEX OUTLET ray ON DEDICATED CIRCUIT W LL LU CC Q IL O INTRUSION DETECTION SYSTEM CONTROLLER (WALL Lu MOUNTED) - REQUIRED POWER: 1 DUPLEX OUTLET 2 Lu ACCESS CONTROL PANEL B POWER SUPPLY(WALL AP# MOUNTED)- COORDINATE REQUIRED POWER WITH Q ELECTRICALCONTRACTOR KEYNOTELEGEND Key Value Keynote Text D09 POWER REQUIREMENT: FOUR-PLEX RECEPTACLE ON Taa NO enLLJTONS DEDICATED 20 AMP CIRCUIT D70 POWER REQUIREMENT: DUPLEX RECEPTACLE D11 POWER REQUIREMENT: DUPLEX RECEPTACLE & J -BOX WITH 2 M WHIPS FOR POWER SUPPLIES ON DEDICATED 20 AMP CIRCUITS DATACOMM/NETWORK NOTES 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMMMETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMMVNETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMM/NETWORK UNIT SHEETS FOR REQUIRED UNIT"HOME RUN" WIRING & IN - UNIT DATACOMM/NETWORK DEVICE LAYOUT 4. REFER TO DATACOMM/NETWORK DETAIL SHEETS FOR DATACOMMMETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED B. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL OUTLETS IN MDF/IDF ROOMS AS SPECIFIED & LOCATE PER DETAIL DIMENSIONS 10. SERVICE PROVIDER& SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 270° OF BENDS BETWEEN PULL POINTS & ALL 90" BENDS TO BE 36" MINIMUM RADIUS 11. ELECTRICAL CONTRACTOR TO PROVIDE 96 COPPER GROUND AT EACH MDF/IDF ROOM - TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 12. GENERAL CONTRACTOR TO PROVIDE FIRE -RATED PLYWOOD BACK -BOARD SHOWN 13. UNIT TERMINATIONS MUST BE WIRED TO OF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT OF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN PROJECTARCHITECT TECHNOLOGY CONSULTANT / EVERBASE Taa NO enLLJTONS DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM PROJECTIHFORMATIOH M A U) O O Fffffm a0 O n Q Lu QUII)� V ray o W LL LU CC Q IL O E [__ w_ Lu F- 2 Lu LLI N LU Q LL W 3:F - 1R/` 1) W V Q U Z Q _ r \ \ co co qct ORI ISSDANCE DATE: PERMITSUBMITTAL DATE OKT� Q ,9 04, doz o SYSTEM DESIGNER AD SYSTEM REVIEMER'. CS ECS JOB NUMBER' ECS -3970 WEETINFORMATICN WEETTIRE: DATACOMM/NETWORK MDFADF ENLARGED PLANS & ELEVATIONS W07HUMBER TD3-0.0 UAHHItH VAPI JYJ 5'-11/21 � CARRIER PANEL SPACE 6'X8'X1' IDF 204 TD3-0.1 2 LEVEL 2 - IDF ROOM 204 - ENLARGED PLAN 1/211 = 1'-0" LEVEL 2 - IDF ROOM 208 - ENLARGED PLAN 3 1/211 = 1'-0" LEVEL 4 - IDF ROOM 406 - ENLARGED PLAN 6 l,2,,= 11-011 IDF ROOM 204 - REAR ELEVATION 1/211 = 1'-0'L 1111W1111=11111 I II II I BOA nrwooD FORCAR IE enDlmOJaD R CPRRIERA FgiCMRIERB UNRTERMS UNRlEflM9 I IDF ROOM 208 - REAR ELEVATION 4- 1/2" = 1'-0" IDF ROOM 208 - LEFT ELEVATION 5 1/2" = 1'-0" MCp1OI NY1.11P1 mmImml I PLY BRCNBOAA MR KBWO flD MR FR FOR CARRIER A FOP CNPGIERD WRTEPMS UNITIEPMS D10 mo D10 m D10 LEVEL 4:133'_11 6' " IDF ROOM 406 - RIGHT ELEVATION 7 1/2" = 1'-0" DATF ONUNE MIORK SYSIEM PUN WMBOL LEGEND svMlwL DE5CRIPL13x N$ POE NETWORK SWITCH (MOUNTED IN EQUIPMENT RACK) -REQUIRED POWER: 1 DUPLEX OUTLET PP NETWORK PATCH PANEL (MOUNTED IN EQUIPMENT D70 RACK) - REQUIRED POWER: I DUPLEX OUTLET NETWORK ETHERNET FIBER SWITCH (LOCATED IN F$ EQUIPMENT RACK)- REQUIRED POWER: I DUPLEX OUTLET M CCN SYSTEM NETWORK VIDEO RECORDER (NVR) NVR (MOUNTED IN EQUIPMENT RACK)- REQUIRED POWER:I O OO DUPLEX OUTLET W O EQUIPMENT RACK(SEE ZONE DESCRIPTION FOR ❑AV AV MOUNTING) -REQUIRED POWER: 1 FOURPLEX OUTLET Lu Q V ON DEDICATED CIRCUIT lSYSTEM IDC TLL W MOUNTED' REQURIED POWER I DUPLEX OU EOLLER F— ACCESS CONTROL PANEL& POWER SUPPLY (WALL AP# MOUNTED)- COORDINATE REQUIRED POWERWITH LU ELECTRICAL CONTRACTOR KEYNOTELEGEND Key Value Keynote Text D09 POWER REQUIREMENT: FOUR-PLEX RECEPTACLE ON COL DEDICATED 20 AMP CIRCUIT D70 POWER REQUIREMENT: DUPLEX RECEPTACLE D11 POWER REQUIREMENT: DUPLEX RECEPTACLE & J -BOX WITH 2 M WHIPS FOR POWER SUPPLIES ON O") DEDICATED 20 AMP CIRCUITS DATACOMM/NETWORK NOTES 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMM/NETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT& RISER ROUTING DETAIL 3. REFER TO DATACOMM/NETWORK UNIT SHEETS FOR REQUIRED UNIT "HOME RUN' WIRING & IN - UNIT DATACOMMVNET WORK DEVICE LAYOUT 4. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATACOMM/NETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED a. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL OUTLETS IN MDF/IDF ROOMS AS SPECIFIED & LOCATE PER DETAIL DIMENSIONS 10. SERVICE PROVIDER& SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 2700 OF BENDS BETWEEN PULL POINTS & ALL 90° BENDS TO BE 36" MINIMUM RADIUS 11. ELECTRICAL CONTRACTOR TO PROVIDE 96 COPPER GROUND AT EACH MDF/IDF ROOM -TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 12. G EN E RAL CONTRACTOR TO PROVIDE FIRE -RATED PLYWOOD BACK -BOARD SHOWN 13. UNIT TERMINATIONS MUST BE WIRED TO OF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT IDF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN IROJECTARCHITECT TECHNOLOGY CONSULTANT SE EVE EVERR S COL DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM LRQIECTINFORMATION M O") A O OO ` I W O n Q Lu Q V VJUII)� r^ W LL W F— Q O W W F— LU LU LLI N LU Q LL W 3:F - GW Q U Z _ \Q\ co co ORI SS.%N= DATE: PERMITSUBMITTAL 0 /9 cl 04, o O — SYSTEM DESIGNER AD SYSTEM REVIEWER'. CS ECS JOB NUMBER' ECS -3970 WEETINFORMATIGN SHEETTRE: DATACOMM/NETWORK MDF/IDF ENLARGED PLANS & ELEVATIONS SHEETNUMBI TD3-0.1 Zo m 5'-11/2' Di R WO D10 D �I Fqi RIEPP OR UNRIER UNIT I CARRIER PANEL SPACE SIX SIX V m LEVEL 4 IDF ROOM 402 - ENLARGED PLAN 1 11 = V-0" 5'-11/2' $ D09= m\ D09= Dog c S 4TD3-0.2 CARRIER PANEL SPACE SIX SIX 1' LEVEL 4 - IDF ROOM 419 - ENLARGED PLAN 1/211 = 1'-011 -_afffl - IDF ROOM 402 - ELEVATION 1 G 1/2" = 1'-0" 000 oRCA RIE enclm3ra0 RA FOP CAPWEPB UNITTEflMS UNRiERMS I 144'-0 34" - ..I I I III III I I . III I I ..LEVEL 4: 133-1158� IDF ROOM 419 - ELEVATION 1 1/2" = 1'-0" DATRCCMMMETWOPN SYSTEM %ANSYMBCl LE3END 3YMBLl OSMAIPTION NS POE NETWORK SWITCH (MOUNTED IN EQUIPMENT RACK) -REQUIRED POWER: 1 DUPLEX OUTLET _��� NLTSY fOLUTOM5 PP NETWORK PATCH PANEL (MOUNTED IN EQUIPMENT POWER REQUIREMENT: DUPLEX RACK)- REQUIRED POWER: 1 DUPLEX OUTLET RECEPTACLE W W W.EVERBASECONSULTING.COM NETWORK ETHERNET FIBER SWITCH (LOCATED IN FS EQUIPMENT RACK)- REQUIRED POWER: 1 DUPLEX OUTLET MM U)l CCTV SYSTEM NETWORK VIDEO RECORDER (NVR) NVR (MOUNTED IN EQUIPMENT RACK)- REQUIRED POWER:1 DUPLEX OUTLET Q EQUIPMENT RACK (SEE ZONE DESCRIPTION FOR ❑AV AV MOUNTING)- REQUIRED POWER: 1 FOURPLEX OUTLET W LL LU Q LL O ON DEDICATED CIRCUIT IDC. INTRUSION DETECTION SYSTEM CONTROLLER (WALL LU LU MOUNTED)- REQUIRED POWER: 1 DUPLEX OUTLET N ACCESS CONTROL PANEL& POWER SUPPLY(WALL AP# MOUNTED)— COORDINATE REQUIRED POWER WITH W ELECTRICAL CONTRACTOR KEYNOTELEGEND Key Value Keynote Text D09 POWER REQUIREMENT: FOUR-PLEX RECEPTACLE ON _��� NLTSY fOLUTOM5 DEDICATED 20 AMP CIRCUIT D70 POWER REQUIREMENT: DUPLEX RECEPTACLE 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMM/NET WORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMWNETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMM/NETWORK UNIT SHEETS FOR REQUIRED UNIT "HOME RUN" WIRING & IN - UNIT DATACOMMMETWORK DEVICE LAYOUT 4. REFER TO DATACOMM/NETWORK DETAIL SHEETS FOR DATACOMM/NETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED B. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL OUTLETS IN MDF/IDF ROOMS AS SPECIFIED & LOCATE PER DETAIL DIMENSIONS 10. SERVICE PROVIDER& SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 270° OF BENDS BETWEEN PULL POINTS & ALL 90° BENDS TO BE 3W MINIMUM RADIUS 11. ELECTRICAL CONTRACTOR TO PROVIDE 96 COPPER GROUND AT EACH MDF/IDF ROOM - TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 12. GENERAL CONTRACTOR TO PROVIDE FIRE -RATED PLYWOOD BACK -BOARD SHOWN 13. UNIT TERMINATIONS MUST BE WIRED TO OF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT OF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN PRGJECTu¢wiECT TECHNOLOGY CONSULTANT EVERBASE _��� NLTSY fOLUTOM5 DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM TRQIECTINFORMITIGN MM U)l O 00 O UII�� Q (Lu V U) 00 W LL LU Q LL O LL L.L.I Lu F— LU LU LLI N LU Q� 1�. LL W F- �[ Lu V Q U Z _ r \Q\ / co co qct ORIGIN4 SSWIYE. WJE: PERMITSUBMITTAL ° '° SYSTEM CESIRIER AD SYSTEM REVIEWER. CS ECS JOB NUMBER' ECS -3970 &IEETINFOIWATIgJ WH TMIE: DATACOMM/NETWORK MDF/IDF ENLARGED PLANS & ELEVATIONS W07NUMBER TD3-0.2 _ _ _ _ - ROOF LEVE _ _ R_FIRO LE EL O 71/� IBI 45 7 1/2 - - - ROOF ROOF LEVEL III RQOF PLATE: IM' -0 l� _ RQOF PLATE: 144'-0 l34' _ RQOF PLATE: 144'-0414" DEN FL ODD PL' L ODD 'L'UM a ooD a ooD eunmAflD FAC UROARD FAcrceoAflD BecNBOAflD BncImOARD BACImOARo DR CARRIER DRwRRRRB DRwRRRRA �RDARRIERB Rox R2MIERA Rox DARRIERB UNIT TERMS LNIi IEPMS LNIi TERMS UNIT IEPMS UNRiEflMS VNRiEflMS 2"B-COMCAST SERVICE — To- CENTURYLINK SERVICE — -- To COMCAST SERVICE --- -— 2'o- CENTURYLINK SERVICE 4"B - COMCAST UNIT TERMS 4"5 - CENTURYLINK UNIT TERMS 4"B - COMCAST UNIT TERMS 4"B - CENTURYLINK UNIT TERMS 2"5 - COMCAST SERVICE 2"¢ - CENTURYLINK SERVICE 4"B - CENTURYLINK UNIT TERMS '0 - CENTURYLINK UNIT TERMS m _1107 Him LEVEL 4:133'-1158 _ PfLEVELL!PI_ATE:I3Z VEL4:133-11&8� _ _ —LEVEL 4: 133'-11518" _k LEVEL 3 PLA TE: 132'-4]/88' _ ]/8� _ LEVEL3 PLATE:132'-4]/88"" - - � - - 4-4"5 - DIRECTV UNIT TERMS 'M - DIRECTV UNIT TERMS 4" B - DIRECTV UNIT TERMS2'e - DIRECTV SERVICE 2'm - DIRECTV SERVICE 2'm -DIRECN SERVICE 200 - COMCAST SERVICE 2"e - CENTURYLINK SERVICE 2"B - COMCAST SERVICE 2'B - CENTURYLINK SERVICE To - COMCAST SERVICE 209 - CENTURYLINK SERVICE IN LEVEL 3:123'-3 314' _ LEVEL 3: 123'-3 3/4 _ LEVELS 123'-3 314" _ _ VEL2 PLATE: 12121'-9�' _ LEVEL2 PLATE_121'-9� _ _ LEVEL2 PLATE: 121'-9�" 2"B -DIRECTV SERVICE 2'M - DIRECTV SERVICE 2"5 - DIRECTV SERVICE PLMOOO PLLY 000 PLYWOOD 'LLYWOCD ftwOOD Kr OOD WIIMM ARD crceoaflD BACKEGARD O MND BACIGDARD SMa=D MR GWRIERA [BW CARPIERB FORCARRIERa FORCARRIERB FMWARIERA FM CARRIER9 UNITTERMS LNrt1ERM5 Wrt1ERMS VNrtlFAM3 VXD TERMS UNIT TERMS — — — — — — "m- DIRECTV UNIT TERMS — — — — — — — — — — — — 4"e-DIRECN UNIT TERMS 400 - COMCAST UNIT TERMS 'B - CENTURYLINK UNIT TERMS 4"B - COMCAST UNIT TERMS 4"B - CENTURYLINK UNIT TERMS "B - DIRECTV UNIT TERMS 4"5 - COMCAST UNIT TERMS -----]:,'B - CENTURYLINK UNIT TERMS LEVEL 2:112'-0 ]/8 _ LEVEL 2: 112'-] 7/8' _ LEVEL 2:112'-0 ]/8 "LiLL1ATE: 111'-11/8 _III LEVEL 1 PLATE: 111'-11W _ LEVEL 1 PLATE: 111'-1-11/8" IN ROOM 184 & 178 RISER 3 3/8" = 1'-0" f _ BASEMENT PLATE: 98'-33/4� IDF ROOMS 210 & 419 RISER 2 BASEMENT PLATE: 98'-3 3/43" IDF ROOMS 202 & 402 RISER 1 3/8" = 1'-0" DATACMAMME IWDRS SYSEJa PUN SYMBDL LEGEND SYMBG �2"B - DIRECTV SERVICE N$ POE NETWORK SWITCH (MOUNTED IN EQUIPMENT RACK) DIRECTV SERVICE PP NETWORK PATCH PANEL (MOUNTED IN EQUIPMENT ICO 2"B - DIRECTV SERVICE DEN FL ODD PL' L ODD 'L'UM a ooD a ooD eunmAflD FAC UROARD FAcrceoAflD BecNBOAflD BncImOARD BACImOARo DR CARRIER DRwRRRRB DRwRRRRA �RDARRIERB Rox R2MIERA Rox DARRIERB UNIT TERMS LNIi IEPMS LNIi TERMS UNIT IEPMS UNRiEflMS VNRiEflMS 2"B-COMCAST SERVICE — To- CENTURYLINK SERVICE — -- To COMCAST SERVICE --- -— 2'o- CENTURYLINK SERVICE 4"B - COMCAST UNIT TERMS 4"5 - CENTURYLINK UNIT TERMS 4"B - COMCAST UNIT TERMS 4"B - CENTURYLINK UNIT TERMS 2"5 - COMCAST SERVICE 2"¢ - CENTURYLINK SERVICE 4"B - CENTURYLINK UNIT TERMS '0 - CENTURYLINK UNIT TERMS m _1107 Him LEVEL 4:133'-1158 _ PfLEVELL!PI_ATE:I3Z VEL4:133-11&8� _ _ —LEVEL 4: 133'-11518" _k LEVEL 3 PLA TE: 132'-4]/88' _ ]/8� _ LEVEL3 PLATE:132'-4]/88"" - - � - - 4-4"5 - DIRECTV UNIT TERMS 'M - DIRECTV UNIT TERMS 4" B - DIRECTV UNIT TERMS2'e - DIRECTV SERVICE 2'm - DIRECTV SERVICE 2'm -DIRECN SERVICE 200 - COMCAST SERVICE 2"e - CENTURYLINK SERVICE 2"B - COMCAST SERVICE 2'B - CENTURYLINK SERVICE To - COMCAST SERVICE 209 - CENTURYLINK SERVICE IN LEVEL 3:123'-3 314' _ LEVEL 3: 123'-3 3/4 _ LEVELS 123'-3 314" _ _ VEL2 PLATE: 12121'-9�' _ LEVEL2 PLATE_121'-9� _ _ LEVEL2 PLATE: 121'-9�" 2"B -DIRECTV SERVICE 2'M - DIRECTV SERVICE 2"5 - DIRECTV SERVICE PLMOOO PLLY 000 PLYWOOD 'LLYWOCD ftwOOD Kr OOD WIIMM ARD crceoaflD BACKEGARD O MND BACIGDARD SMa=D MR GWRIERA [BW CARPIERB FORCARRIERa FORCARRIERB FMWARIERA FM CARRIER9 UNITTERMS LNrt1ERM5 Wrt1ERMS VNrtlFAM3 VXD TERMS UNIT TERMS — — — — — — "m- DIRECTV UNIT TERMS — — — — — — — — — — — — 4"e-DIRECN UNIT TERMS 400 - COMCAST UNIT TERMS 'B - CENTURYLINK UNIT TERMS 4"B - COMCAST UNIT TERMS 4"B - CENTURYLINK UNIT TERMS "B - DIRECTV UNIT TERMS 4"5 - COMCAST UNIT TERMS -----]:,'B - CENTURYLINK UNIT TERMS LEVEL 2:112'-0 ]/8 _ LEVEL 2: 112'-] 7/8' _ LEVEL 2:112'-0 ]/8 "LiLL1ATE: 111'-11/8 _III LEVEL 1 PLATE: 111'-11W _ LEVEL 1 PLATE: 111'-1-11/8" IN ROOM 184 & 178 RISER 3 3/8" = 1'-0" f _ BASEMENT PLATE: 98'-33/4� IDF ROOMS 210 & 419 RISER 2 BASEMENT PLATE: 98'-3 3/43" IDF ROOMS 202 & 402 RISER 1 3/8" = 1'-0" DATACMAMME IWDRS SYSEJa PUN SYMBDL LEGEND SYMBG DESCRIFDON N$ POE NETWORK SWITCH (MOUNTED IN EQUIPMENT RACK) -REQUIRED POWER: 1 DUPLEX OUTLET PP NETWORK PATCH PANEL (MOUNTED IN EQUIPMENT ICO RACK) - REQUIRED POWER:1 DUPLEX OUTLET NETWORK ETHERNET FIBER SWITCH (LOCATED IN F$ EQUIPMENT RACK)- REQUIRED POWER: I DUPLEX OUTLET M CCN SYSTEM NETWORK VIDEO RECORDER (NVR) NVR (MOUNTED IN EQUIPMENT BACK)- REQUIRED POWER:1 O DUPLEX OUTLET 00O EQUIPMENT BACK (SEE ZONE DESCRIPTION FOR ❑AV AV MOUNTING) -REQUIRED POWER: 1 FOURPLEX OUTLET Lu ON DEDICATED CIRCUIT Incl INTRUSIOSYSTEM CONTOUER LL w MOUNTEDN REQURIED POWER 1DUPLEX OU ETLL — F— ACCESS CONTROL PANEL& POWER SUPPLY (WALL API{ MOUNTED)- COORDINATE REQUIRED POWERWITH WTy�.� ELECTRICAL CONTRACTOR DATACOMM/NETWORK NOTES 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMM/NET WORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMMVNETWORK UNIT SHEETS FOR REQUIRED UNIT"HOME RUN" WIRING & IN - UNIT DATACOMMMETWORK DEVICE LAYOUT 4. REFER TO DATACOMNVNETWORK DETAIL SHEETS FOR DATACOMM/NET WORK SYSTEM DETAILS & DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED ]. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED S. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL OUTLETS IN MDF/IDF ROOMS AS SPECIFIED & LOCATE PER DETAIL DIMENSIONS 10. SERVICE PROVIDER& SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 2700 OF BENDS BETWEEN PULL POINTS & ALL 900 BENDS TO BE 38" MINIMUM RADIUS 11. ELECTRICAL CONTRACTOR TO PROVIDE NB COPPER GROUND AT EACH MDF/IDF ROOM - TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 12. GENERAL CONTRACTOR TO PROVIDE FIRE -RATED PLYWOOD BACK -BOARD SHOWN 13. UNIT TERMINATIONS MUST BE WIRED TO OF AS INDICATED, PER THIS DESIGN. "SHOULD UNITS BE WIRED TO A DIFFERENT OF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN FROJECTANcw1ECT TECHNOLOGY CONSULTANT Lir EVERBASE _��� NLTSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IRQIECTINMRMATON M C /�\j O V / 00O Qr^ Lu VJ 00_ W LL LU CC Q O LL w LU — F— ww LU LLI WTy�.� QN LL W F- �[ w V Q U Z Q _ co co qct ORI 155WIYE. DATE: PERMITSUBMITTAL 0 9 o o SYSTEM DESIGNER AD SYSTEM REMEMER'. CS ECB JOB NUMBER' ECS -39]0 GIEETINFORMATIGN SHEETTJRE: DATACOMM/NETWORK RISER SECTIONS WEETNUMBER TD4-0.0 Ii UNIT AO - DATACOMM LAYOUT 1/411= 1'-0" UNIT A2/A2.1 - DATACOMM LAYOUT 1/4 if = 11-011 O PROJECT TOTAL: 18 UNIT A1/A1.1 - DATACOMM LAYOUT PROJECT TOTAL: 44 G PROJECT TOTAL: 11 B UNIT A2A -011 DATACOMM LAYOUT PROJECT TOTAL: 2 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMMMETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION & SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATACOMMMETWORK SYSTEM DETAILS & DIAGRAMS 4. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 5. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 6. UNIT HOMERUNS FROM EACH UNIT MEDIA PANEL TO ASSOCIATED OF ROOM (SEE DATACOMMMETWORK FLOOR PLAN SHEETS TO BE CONSISTENT WITH SERVICE PROVIDER CONTRACTS. UNIT HOMERUN WIRING TO INCLUDE: A. 1 -OPTICAL FIBER CABLE IN MICRODUCT CONDUIT AS PER SERVICE PROVIDER A SPECIFICATIONS B. 1 -ROB CABLE AS PER SERVICE PROVIDER B SPECIFICATIONS, USE RG11 CABLING FOR ANY RUN LENGTH OVER 150' 0 2 4 6 8 10 12 SCALE FEET FRMECTARCHITECT ic z � 3 ER EVERBASE Ll3 DENVER 3 0 a =D2CCD P: 720-930-7775 o � 0:855-255-5521 REM 0 IROIECTINFORMATION =Doi= M UNIT A2/A2.1 - DATACOMM LAYOUT 1/4 if = 11-011 O PROJECT TOTAL: 18 UNIT A1/A1.1 - DATACOMM LAYOUT PROJECT TOTAL: 44 G PROJECT TOTAL: 11 B UNIT A2A -011 DATACOMM LAYOUT PROJECT TOTAL: 2 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMMMETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION & SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATACOMMMETWORK SYSTEM DETAILS & DIAGRAMS 4. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 5. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 6. UNIT HOMERUNS FROM EACH UNIT MEDIA PANEL TO ASSOCIATED OF ROOM (SEE DATACOMMMETWORK FLOOR PLAN SHEETS TO BE CONSISTENT WITH SERVICE PROVIDER CONTRACTS. UNIT HOMERUN WIRING TO INCLUDE: A. 1 -OPTICAL FIBER CABLE IN MICRODUCT CONDUIT AS PER SERVICE PROVIDER A SPECIFICATIONS B. 1 -ROB CABLE AS PER SERVICE PROVIDER B SPECIFICATIONS, USE RG11 CABLING FOR ANY RUN LENGTH OVER 150' 0 2 4 6 8 10 12 SCALE FEET FRMECTARCHITECT TECHNOLOGY CONSULTANT ER EVERBASE E'Oa SOLUTIONS DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORMATION M CY) A U) , O FIIIIIIIm 00O O Elm U�� Q �Lu V U) 00 W LL LU CC ^Q LL O LL W LU F— LU LU LLI N LU Q OC W ~ U Lu Q U Z Q _ co co ORIGINN ISSDANCE DATE: PERMIT SUBMITTAL REVISION 0 ,9 cf oz SYBIEM CE81R1ER AD SYSTEM REMEMER'. QB ECB JOB NUMBER' ECS -3970 WEE71NFOMATICN WEETTIIE: DATACOMM/NETWORK SYSTEM UNIT PLANS WEETNUMBER TD5-0.1 UNIT 131 - DATACOMM LAYOUT PROJECT TOTAL: 7 1 1/ X4" = 1'-0= 1'-0" n 3 3 UNIT 132A - DATACOMM LAYOUT PROJECT TOTAL: 2 3 1/ X4" = 1'-0= 1'-0" w J UNIT 62/132.1 - DATACOMM LAYOUT 1/411 = 1'-0" El 171 TECHNOLOGY CONSULTANT O —lO n 3 3 UNIT 132A - DATACOMM LAYOUT PROJECT TOTAL: 2 3 1/ X4" = 1'-0= 1'-0" w J UNIT 62/132.1 - DATACOMM LAYOUT 1/411 = 1'-0" El 171 E 3 FOIVA PROJECT TOTAL: 9 UNIT B2E/B2E.1 - DATACOMM LAYOUT PROJECT TOTAL: 22 1/411 = 1 '-0" 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMMMETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION & SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATACOMMMETWORK SYSTEM DETAILS & DIAGRAMS 0. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 5. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 6. UNIT HOMERUNS FROM EACH UNIT MEDIA PANEL TO ASSOCIATED OF ROOM (SEE DATACOMMMETWORK FLOOR PLAN SHEETS TO BE CONSISTENT WITH SERVICE PROVIDER CONTRACTS. UNIT HOMERUN WIRING TO INCLUDE: A. ,-OPTICAL FIBER CABLE IN MICRODUCT CONDUIT AS PER SERVICE PROVIDER A SPECIFICATIONS B. 1-RG6 CABLE AS PER SERVICE PROVIDER B SPECIFICATIONS, USE RG11 CABLING FOR ANY RUN LENGTH OVER 150' 0 2 4 6 8 10 12 SCALE FEET FRMECTARcwTECT TECHNOLOGY CONSULTANT —lO _ SOLUTIONS DENVER ICO P: 720-930-7775 0:855-255-5521 2 IROIECTINFORMATION M 3 E 3 FOIVA PROJECT TOTAL: 9 UNIT B2E/B2E.1 - DATACOMM LAYOUT PROJECT TOTAL: 22 1/411 = 1 '-0" 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMMMETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION & SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATACOMMMETWORK SYSTEM DETAILS & DIAGRAMS 0. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 5. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 6. UNIT HOMERUNS FROM EACH UNIT MEDIA PANEL TO ASSOCIATED OF ROOM (SEE DATACOMMMETWORK FLOOR PLAN SHEETS TO BE CONSISTENT WITH SERVICE PROVIDER CONTRACTS. UNIT HOMERUN WIRING TO INCLUDE: A. ,-OPTICAL FIBER CABLE IN MICRODUCT CONDUIT AS PER SERVICE PROVIDER A SPECIFICATIONS B. 1-RG6 CABLE AS PER SERVICE PROVIDER B SPECIFICATIONS, USE RG11 CABLING FOR ANY RUN LENGTH OVER 150' 0 2 4 6 8 10 12 SCALE FEET FRMECTARcwTECT TECHNOLOGY CONSULTANT —lO _ SOLUTIONS E 3 FOIVA PROJECT TOTAL: 9 UNIT B2E/B2E.1 - DATACOMM LAYOUT PROJECT TOTAL: 22 1/411 = 1 '-0" 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMMMETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION & SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATACOMMMETWORK SYSTEM DETAILS & DIAGRAMS 0. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 5. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 6. UNIT HOMERUNS FROM EACH UNIT MEDIA PANEL TO ASSOCIATED OF ROOM (SEE DATACOMMMETWORK FLOOR PLAN SHEETS TO BE CONSISTENT WITH SERVICE PROVIDER CONTRACTS. UNIT HOMERUN WIRING TO INCLUDE: A. ,-OPTICAL FIBER CABLE IN MICRODUCT CONDUIT AS PER SERVICE PROVIDER A SPECIFICATIONS B. 1-RG6 CABLE AS PER SERVICE PROVIDER B SPECIFICATIONS, USE RG11 CABLING FOR ANY RUN LENGTH OVER 150' 0 2 4 6 8 10 12 SCALE FEET FRMECTARcwTECT TECHNOLOGY CONSULTANT Q EVERBASE %% EVER�1111401 _ SOLUTIONS DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORMATION M CY) A v , CD (D 00 O Elm Q Lu R U) 00 W LL" LU CC Q LL O w LU F— LU LU LLI Qfr w ~ G LLI Q 0 U Z Q _ I r' > co co ORIGINN ISSDANCE DATE: PERMIT SUBMITTAL REVISION 0 cf 9 o o — SYBIEM CE81R1ER AD SYSTEM REMEMER'. CS ECB JOB NUMBER' ECS -3970 WEE71NFOMATICN WEETTIIE: DATACOMM/NETWORK SYSTEM UNIT PLANS WEETNUMBER TD5-0.2 u � o Q WM "_- ❑ WM O O WM 024 ........IM g ElWM 41 I WM WM FX1 r N711 U v U`. UNIT 63/133.1 - DATACOMM LAYOUT PROJECT TOTAL: 4 1 =D24= to myrig 1701 UNIT B3E/B3E.1 - DATACOMM LAYOUT PROJECT TOTAL: 21 1/411 = 1'-011 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMMMETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION & SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATACOMMMETWORK SYSTEM DETAILS & DAGRAMS 4. BABLESED ON FIELD CONDITIONS SUBJECT TO CHANGE BASED IC FIELD CONDITIONS 5. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 6. UNIT HOMERUNS FROM EACH UNIT MEDIA PANEL TO ASSOCIATED OF ROOM (SEE CONSISTENT WITH E FLOOR PLAN SHEETS TO BE CONSISTENT WITH SERVICE PROVIDER CONTRACTS. UNIT HOMERUN CAB WIRING TO DINCLUDE: A. 1 -OPTICAL FIBER CABLE IN PROVIDER D R A CONDUIT AS PER SERVICE PROVIDER A SPECIFICATIONS B. CABLE AS PER SERVICE PROVIDER B SPECIFICATIONS, USER CABLING FOR 15 ANY RUN LENGTH OVER 150' 0 2 4 6 8 10 12 SCALE FEET FRMECTARCHITECT TECHNOLOGY CONSULTANT ER EVERBASE E'Oa SOLUTIONS DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORMATION M CY) A U) , O 00O O UII�� Q �Lu V U)00 W LLE LU F- Q LL O [__ w LU F— LU LU LLI N LU W �F-l^ l� v ) L LI V Q U Z Q _ co co ORIGINN ISSDANCE DATE: PERMITSUBMITTAL REVISION 0 ,9 cf doz G SYSTEM CE81R1ER AD SYSTEM REMEMER'. CS ECB JOB NUMBER' ECS -3970 WEE71NFOMATICN WEETTIIE: DATACOMM/NETWORK SYSTEM UNIT PLANS WEETNUMBER TD5-0.3 BASEMENT - STORAGE & SHOP DATACOMM/NETWORK LAYOUT 1/411 = 11-0E1 II BASEMENT - STORAGE - DATACOMM/NETWORK LAYOUT 1/411 = 1'-011 DATMAM W NEl W 01M P VN SYMBOL LEGEND: SYMBOL DATACEAFVNETVOflN SYSTEM DEVICE DMGRIGIId+. WM FM TECHNOLOGY CONSULTANT VEZ DATA OUTLET (WALL MOUNTED / FLOOR OUTLET) ARM EM DUAL DATA OUTLET (WALL MOUNTED/FLOOR ICO OUTLET( ARM EMTry DATA+VOICE OUTLET (WALL MOUNTED/FLOOR W W W.EVERBASECONSULTING.COM OUTLET) ARM EM DATA+VIDEO OUTLET (WALL MOUNTED/FLOOR g ® OUTLET) ARM EM DATA+DATA+VIDEO OUTLET (WALL MOUNTED/ ® FLOOR OUTLET) O IN -UNIT NON-METALLIC MEDIA PANEL (RECESS MOUNTED IN -WALL) = Q WIRELESS ACCESS POINT - PARTITIONED FOR wA PUBLIC& PRIVATE NETWORK ACCESS DATACOMM/NETWORK NOTES 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMMMETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM44ETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT& RISER ROUTING DETAIL 3. REFER TO DATACOMMMETWORK UNIT SHEETS FOR REQUIRED UNIT "HOME RUN" WIRING & IN - UNIT DATACOMNVNETWORK DEVICE LAYOUT 4. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATACOMM/NETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE & CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 8. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. SERVICE PROVIDER & SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 270° OF BENDS BETWEEN PULL POINTS & ALL 900 BENDS TO BE 36" MINIMUM RADIUS 10. ELECTRICAL CONTRACTOR TO PROVIDE #6 COPPER GROUND AT EACH MDF/IDF ROOM - TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 11. UNIT TERMINATIONS MUST BE WIRED TO IDF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT IDF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN 12. WIRELESS ACCESS POINTS TO PROVIDE PARTITIONED NETWORK ACCESS FOR PUBLIC & FOR SECURE STAFF -ONLY NETWORK ACCESS 13. BLOCKING REQUIRED AT ALL COMMON AREA TV LOCATIONS - COORDINTE MOUNTING HIECHT & TV SIZING WITH INTERIORS 14. UPGRADE TO RG11 CABLING MAY BE REQUIRED TO MEET PROJECTED DISTANCES THAT UNITS LIE FROM THEIR RESPECTIVE CARRIER PANELS DUE TO THE LIMITING FACTOR OF (3) RISERS. 0 2 4 6 8 10 12 SCALE FEET PROJECTARcwTECT TECHNOLOGY CONSULTANT EVERBASE _��� NLTSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM PROJECTINMRMATION M /^, O V / O U Q Lu U) 0 W LL LU F— L^¢L LL O "'' w LU — F— LU ww LLI N W ¢ fr W 3:F - Lu Q U z ¢ _ r co co ORI ISSDANCE DATE: PERMIT SUBMITTAL 0 o o SYSTEM GEBIRIER AD SYSTEM REVIEWER'. CS ECB JOB NUMBER: ECS -3970 WEETINFORMATIgJ WEETTIIE: DATACOMM/NETWORK SYSTEM AMENITY PLANS wEETNUMBER TD5-0.4 CREATIVE 105 BREAKIWORK ROOM X08 ELE o6LOBBY 10 O LOBBY 01 60' A.F.F. FOR RESIDENT INFO COMMERCIAL MONITOR E791 PANTRY SUN ROOM F-in4)7 LEVEL 1 - AMENITY AREA - DATACOMM/NETWORK LAYOUT 1 1/8" = 1'-0" 3 + DINING LOUNGE 120 STG/MDF 13 0 0 0 MASSAGE 15 (0) u BAR IIWOMEI o 119 3 JC` 116;-, @66"1�,, `O =IT ®, FITNESS 116 LJ / YOGA ph / 117 WWIM f 066"A.F.F. 7 /\\ III] Hill T DAnrOMM NETNnRK PUN Sn LEGEND: SYMBOL DATAGMWMENiORK SYSTEM DEVICE OE5CRII WM FM TECHNOLOGY CONSULTANT 7EZDATA OUTLET (WALL MOUNTED / FLOOR OUTLET) WM FM DUAL DATA OUTLET (WALL MOUNTED / FLOOR ICO OUTLET) WM FM v® DATA+VOICE OUTLET (WALL MOUNTED/FLOOR OUTLET) WM FM DATA+VIDEO OUTLET (WALL MOUNTED / FLOOR g ® OUTLET) VIM RM OUTLET (WALL MOUNTED / ®DATA+DATA+VIDEO FLOOR OUTLET) O IN -UNIT NON-METALLIC MEDIA PANEL (RECESS MOUNTED IN -WALL) = WIRELESS ACCESS POINT - PARTITIONED FOR Q was PUBLIC& PRIVATE NETWORK ACCESS DATACOMMMETWORK NOTES 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMM/NETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT& RISER ROUTING DETAIL 3. REFER TO DATACOMM/NETWORK UNIT SHEETS FOR REQUIRED UNIT "HOME RUN" WIRING & IN - UNIT DATACC IAWNETWORK DEVICE LAYOUT 4. REFER TO DATACOMM/NETWORK DETAIL SHEETS FOR DATACOMM/NETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 8. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. SERVICE PROVIDER& SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 2700 OF BENDS BETWEEN PULL POINTS & ALL 900 BENDS TO BE 36" MINIMUM RADIUS 10. ELECTRICAL CONTRACTOR TO PROVIDE O6 COPPER GROUND AT EACH MDF/IDF ROOM - TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 11. UNIT TERMINATIONS MUST BE WIRED TO OF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT OR DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN 12. WIRELESS ACCESS POINTS TO PROVIDE PARTITIONED NETWORK ACCESS FOR PUBLIC & FOR SECURE STAFF -ONLY NETWORK ACCESS 13. BLOCKING REQUIRED AT ALL COMMON AREA TV LOCATIONS - COORDINITE MOUNTING HIECHT & TV SIZING WITH INTERIORS 14. UPGRADE TO RGI I CABLING MAY BE REQUIRED TO MEET PROJECTED DISTANCES THAT UNITS LIE FROM THEIR RESPECTIVE CARRIER PANELS DUE TO THE LIMITING FACTOR OF (3) RISERS. 0 2 4 6 8 10 12 SCALE FEET PRMECTARCHIMET TECHNOLOGY CONSULTANT EVERBASE _��� NLTSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROJECTINMRMATON M /^, O V / O UII�� Q �Lu V U) 0_ W CcC[: LU Q LL O L.L. LU — F— LU ww LLI N W w �F-l^ l� v ) W V Q U z _ \Q\ co co ORI ISE IYE. NOTE: PERMIT SUBMITTAL 0 doz o SYSTEM DESIGNER AD SYSTEM REVIEWER'. CS ECB JOB NUMBER: ECS -3970 GIEETINFOMATIGN WEETTIIE: DATACOMM/NETWORK SYSTEM AMENITY PLANS GIEETNUMBER TD5-0.5 3 .F. UN14X F408 \O� MECH. 409 SUNSET ROOM 410 �Irllliii°� V ° LEVEL 4 - AMENITY - DATACOMM/NETWORK LAYOUT i 1/4" = 1'-0" CONF. 410c @66"A.F.F. WM DATACLMAVNETYOPM F SYMBOL LEGEND: SYMBOL DATACOMMMETWORK SYSTEM DEVICE DESCRIPDON: MIN RU DATA OUTLET (WALL MOUNTED/FLOOR OUTLET) Q 7 EVERBASE DUAL DATA OUTLET (WALL MOUNTED/FLOOR mRA ICO OUTLET) v® DATA+VOICE OUTLET (WALL MOUNTED/FLOOR OUTLET) wM RA DATA+VIDEO OUTLET (WALL MOUNTED / FLOOR g ® OUTLET) wM RM DATA+DATA+VIDEO OUTLET (WALL MOUNTED / g® FLOOR OUTLET) = IN -UNIT NON-METALLIC MEDIA PANEL (RECESS 00O MOUNTED IN -WALL) U WIRELESS ACCESS POINT - PARTITIONED FOR wAP PUBLIC& PRIVATE NETWORK ACCESS DATACOMM/NETWORK NOTES 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMNVNETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3, REFER TO DATACOMM/NETWORK UNIT SHEETS FOR REQUIRED UNIT "HOME RUN" WIRING & IN - UNIT DATACOMM/NETWORK DEVICE LAYOUT 4. REFER TO DATACOMM/NETWORK DETAIL SHEETS FOR DATACOMNVNETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED S. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. SERVICE PROVIDER& SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 270° OF BENDS BETWEEN PULL POINTS & ALL 90° BENDS TO BE 36" MINIMUM RADIUS 10. ELECTRICAL CONTRACTOR TO PROVIDE 46 COPPER GROUND AT EACH MDF/IDF ROOM - TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 11. UNIT TERMINATIONS MUST BE WIRED TO IDIF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT OF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN 12. WIRELESS ACCESS POINTS TO PROVIDE PARTITIONED NETWORK ACCESS FOR PUBLIC & FOR SECURE STAFF -ONLY NETWORK ACCESS 13. BLOCKING REQUIRED AT ALL COMMON AREA TV LOCATIONS - COORDIN ITE MOUNTING HIECHT & TV SIZING WITH INTERIORS 14. UPGRADE TO RG 11 CABLING MAY BE REQUIRED TO MEET PROJECTED DISTANCES THAT UNITS LIE FROM THEIR RESPECTIVE CARRIER PANELS DUE TO THE LIMITING FACTOR OF (3) RISERS. 0 2 4 6 8 10 12 1/4" = 1' 0" SCALE FEET FRMECTARCwIECT TECHNOLOGY COtMULTAM EVERBASE _��� NLTSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM LROIECTINFORMATON M C /�\j O V / 00O U Q Lu U) 0 W LLC[: LU F- Q O w LU - F- ww LU LLI N W Q fr W 3:F- cf) / R V w Q U z Q rr ' co co ORI 156WIYE. DATE: PERMITSUBMITTAL REVISION DATE �T� 0 ,cfdoz9 o SYSIEM MISIGNE . AD 6YSI REVIEWER'. CS EW JOB NUMBER: ECS -3970 WI INFOFMATION WEETTRE: DATACOMM/NETWORK SYSTEM AMENITY PLANS WEETNUMBER TD5-0.7 T -568B RJ -45 PINOUT (TOP VIEW) 12345678 CABLE ID/LABELING GUIDE T -568B RJ -45 TERMINATIONS TO BE USED IN COMMON AREAS RJ -45 PINNING & LABELING DETAIL NTS DECORA FAC SINGLE KEYSTONE DECORA RJ -45 DATA KEYSTON TYPICAL FACEPLATE SINGLE DATA OUTLET OUTLET CONNECTIONS: 1 DATA CONNECTION QTY DESCRIPTION 1 RJ -45 DATA KEYSTONE 1 UL LISTED CAT -6 CABLE DATA FACEPLATE DETAILS NTS DECORA FACEF RJ -45 DATA KEYSTONE DUAL KEYSTONE DECORA Il� RG -6 COAX KEYSTONE TYPICAL FACEPLATE Si SINGLE DATA+ VIDEO OUTLET J OUTLET CONNECTIONS: 1 DATA, 1 VIDEO CONNECTIONS DUAL DATA OUTLET J FACEPLATE KEYSTONE DECORA INSERT DATA KEYSTONE (TYP) TYPICAL FACEPLATE SCREW OUTLET CONNECTIONS: 2 DATA CONNECTIONS QTY DESCRIPTION 2 RJ -45 DATA KEYSTONES 2 UL LISTED CAT -6 CABLES DUAL DATA + VIDEO OUTLET m :W; FACEPLATE DATA KEYSTONE (TYP) TRIPLE KEYSTONE DECORA INSERT COAX KEYSTONE (TYP) TYPICAL FACEPLATE SCREW OUTLET CONNECTIONS: 2 DATA, 1 VIDEO CONNECTIONS QTY DESCRIPTION QTY PIN# COLOR RJ -45 DATA KEYSTONES 1 WHITE ORANGE LEVEL # 2 ORANGE ROOM NUMBER 3 WHITE GREEN PATCH PANEL # 4 BLUE PORT # 5 WHITE BLUE (MOUNTED IN EQUIPMENT RACK)- REQUIRED POWER:1 6 GREEN 00FIIIIIIm O 7 WHITE BROWN MOUNTING)- REQUI RED POWER: 1 FOURPLEX OUTLET 8 BROWN IDC T -568B RJ -45 TERMINATIONS TO BE USED IN COMMON AREAS RJ -45 PINNING & LABELING DETAIL NTS DECORA FAC SINGLE KEYSTONE DECORA RJ -45 DATA KEYSTON TYPICAL FACEPLATE SINGLE DATA OUTLET OUTLET CONNECTIONS: 1 DATA CONNECTION QTY DESCRIPTION 1 RJ -45 DATA KEYSTONE 1 UL LISTED CAT -6 CABLE DATA FACEPLATE DETAILS NTS DECORA FACEF RJ -45 DATA KEYSTONE DUAL KEYSTONE DECORA Il� RG -6 COAX KEYSTONE TYPICAL FACEPLATE Si SINGLE DATA+ VIDEO OUTLET J OUTLET CONNECTIONS: 1 DATA, 1 VIDEO CONNECTIONS DUAL DATA OUTLET J FACEPLATE KEYSTONE DECORA INSERT DATA KEYSTONE (TYP) TYPICAL FACEPLATE SCREW OUTLET CONNECTIONS: 2 DATA CONNECTIONS QTY DESCRIPTION 2 RJ -45 DATA KEYSTONES 2 UL LISTED CAT -6 CABLES DUAL DATA + VIDEO OUTLET m :W; FACEPLATE DATA KEYSTONE (TYP) TRIPLE KEYSTONE DECORA INSERT COAX KEYSTONE (TYP) TYPICAL FACEPLATE SCREW OUTLET CONNECTIONS: 2 DATA, 1 VIDEO CONNECTIONS QTY DESCRIPTION QTY DESCRIPTION 1 RJ -45 DATA KEYSTONES 2 RJ45 DATA KEYSTONES 1 UL LISTED CAT -6 CABLES 2 UL LISTED CAT -6 CABLES 1 RG6 COAX KEYSTONE 1 RG6 COAX KEYSTONE 1 UL LISTED COAX CABLE 1 UL LISTED COAX CABLE DATA & VIDEO FACEPLATE DETAILS NTS ATACOMMMEI W OW SYSTEM FUN SYMBOL LEDERD SYMBOL DEBCBIPTION NS POE NETWORK SWITCH (MOUNTED IN EQUIPMENT RACK) -REQUIRED POWER: 1 DUPLEX OUTLET PP NETWORK PATCH PANEL (MOUNTED IN EQUIPMENT CO RACK)- REQUIRED POWER: 1 DUPLEX OUTLET NETWORK ETHERNET FIBER SWITCH (LOCATED IN FS EQUIPMENT RACK)- REQUIRED POWER: 1 DUPLEX OUTLET M CCTV SYSTEM NETWORK VIDEO RECORDER (NVR) NVR (MOUNTED IN EQUIPMENT RACK)- REQUIRED POWER:1 Q DUPLEX OUTLET 00FIIIIIIm O EQUIPMENT RACK (SEE ZONE DESCRIPTION FOR ❑AV AV MOUNTING)- REQUI RED POWER: 1 FOURPLEX OUTLET Lu V ON DEDICATED CIRCUIT IDC INTRUSION RDURION SYSTEM W ED POWER. 1 DUPLEX OUTLELER T F— ACCESS CONTROL PANEL& POWER SUPPLY (WALL AP# MOUNTED)- COORDINATE REQUIRED POWER WITH W ELECTRICAL CONTRACTOR DATACOMM/NETWORK NOTES 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMMMETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMM/NETWORK UNIT SHEETS FOR REQUIRED UNIT'HOME RUN' WIRING & IN - UNIT DATACOMMINETWORK DEVICE LAYOUT 4. REFER TO DATACOMM/NETWORK DETAIL SHEETS FOR DATACOMMMETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED B. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL OUTLETS IN MDF/IDF ROOMS AS SPECIFIED & LOCATE PER DETAIL DIMENSIONS 10, SERVICE PROVIDER & SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 27V OF BENDS BETWEEN PULL POINTS & ALL 900 BENDS TO BE 36' MINIMUM RADIUS 11. ELECTRICAL CONTRACTOR TO PROVIDE COPPER GROUND AT EACH MDF/IDF ROOM - TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 12. GENERAL CONTRACTOR TO PROVIDE FIRE -RATED PLYWOOD BACK -BOARD SHOWN 13. UNIT TERMINATIONS MUST BE WIRED TO IDF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT IDF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN PRGJECTARCHITECT TECHNOLOGY CONSULTANT SE EVERBAS iirE L>7T�ER COL DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IRQIECTINFORM1TION M C /�\j Q V / 00FIIIIIIm O Elm Q Lu V U) W LL W F— ^Q LL O W W F— LU wW LLI N W Q OC W3: >~ W V Q U Z Q _ co co ORIGINN ISSWN= DATE: PERMITSUBMITTAL 0 o G SYBIEM CE81R1ER AD svBTEM PEVIEµER'. CS ECB JOB NUMBER' ECS -3970 &IEETINFgMATION WH TIRE: DATACOMM/NETWORK SYSTEM DETAILS W07NUMBER TD6-0.0 AMENITY AREA DATAIVIDEO OUTLET No 0 0 0 0 NETWORK PATCH PANEL RACK MOUNTED IN IDF ROOM 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 NETWORK SWITCH RACK MOUNTED IN IDF ROOM COMMON AREA OUTLET CONNECTIVITY DIAGRAM NTS 2'-6" N G _D O POWER 0 0 POWER TO PROPERTY SERVICE PROVIDER PANEL FOR DATA SERVICE TO PROPERTY SERVICE PROVIDER SPLITTER FOR VIDEO SERVICE 11 WALL MOUNTED TV BLOCKING DETAIL NTS DATA+DATA+VIDEO OUTLET BY TECHNOLOGY INTEGRATOR TV WALL MOUNT - PROVIDED BY TECHNOLOGY INTEGRATOR PLYWOOD BLOCKING - PROVIDED BY GENERAL CONTRACTOR (GC) POWER OUTLET BY ELECTRICAL CONTRACTOR DATADOMMINT OW SYSTEM aux SYMBOL LEGMND SYMBOL DEBCBII'TION N$ POE NETWORK SWITCH (MOUNTED IN EQUIPMENT RACK) -REQUIRED POWER: 1 DUPLEX OUTLET PP NETWORK PATCH PANEL (MOUNTED IN EQUIPMENT CO RACK) - REQUIRED POWER: 1 DUPLEX OUTLET INIMUM NETWORK ETHERNET FIBER SWITCH (LOCATED IN F$ o 0 OUTLET M CCN SYSTEM NETWORK VIDEO RECORDER (NVR) NVR (MOUNTED IN EQUIPMENT RACK)- REQUIRED POWER:1 Q DUPLEXOUTLET EQUIPMENT RACK (SEE ZONE DESCRIPTION FOR ❑AV AV MOUNTING) -REQUIRED POWER: 1 FOURPLEX OUTLET OORDINATE MOUNTING -]EIGHT WITH ID PLANS ON DEDICATED CIRCUIT DETECTION CONTROLLER INTRUSIOIDC W RDURED POWER: I DUPLLEX OUTLET MOUNTED) ET F— ACCESS CONTROL PANEL& POWER SUPPLY (WALL APA 2f.1 )11 ELECTRICAL CONTRACTOR 11 WALL MOUNTED TV BLOCKING DETAIL NTS DATA+DATA+VIDEO OUTLET BY TECHNOLOGY INTEGRATOR TV WALL MOUNT - PROVIDED BY TECHNOLOGY INTEGRATOR PLYWOOD BLOCKING - PROVIDED BY GENERAL CONTRACTOR (GC) POWER OUTLET BY ELECTRICAL CONTRACTOR DATADOMMINT OW SYSTEM aux SYMBOL LEGMND SYMBOL DEBCBII'TION N$ POE NETWORK SWITCH (MOUNTED IN EQUIPMENT RACK) -REQUIRED POWER: 1 DUPLEX OUTLET PP NETWORK PATCH PANEL (MOUNTED IN EQUIPMENT CO RACK) - REQUIRED POWER: 1 DUPLEX OUTLET NETWORK ETHERNET FIBER SWITCH (LOCATED IN F$ EQUIPMENT RACK)- REQUIRED POWER: 1 DUPLEX OUTLET M CCN SYSTEM NETWORK VIDEO RECORDER (NVR) NVR (MOUNTED IN EQUIPMENT RACK)- REQUIRED POWER:1 Q DUPLEXOUTLET EQUIPMENT RACK (SEE ZONE DESCRIPTION FOR ❑AV AV MOUNTING) -REQUIRED POWER: 1 FOURPLEX OUTLET (LU V ON DEDICATED CIRCUIT DETECTION CONTROLLER INTRUSIOIDC W RDURED POWER: I DUPLLEX OUTLET MOUNTED) ET F— ACCESS CONTROL PANEL& POWER SUPPLY (WALL APA MOUNTED)- COORDINATE REQUIRED POWER WITH W ELECTRICAL CONTRACTOR DATACOMM/NETWORK NOTES 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMM/NETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMMMETWORK ELEVATION & SECTION SHEETS FOR MDFADF ROOM LAYOUT& RISER ROUTING DETAIL 3. REFER TO DATACOMM/NETWORK UNIT SHEETS FOR REQUIRED UNIT "HOME RUN" WIRING & IN - UNIT DATACOMMVNETWORK DEVICE LAYOUT 4. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATACOMM/NETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 8. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL OUTLETS IN MDF/IDF ROOMS AS SPECIFIED & LOCATE PER DETAIL DIMENSIONS 10. SERVICE PROVIDER& SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 2700 OF BENDS BETWEEN PULL POINTS & ALL 90° BENDS TO BE 36" MINIMUM RADIUS 11. ELECTRICAL CONTRACTOR TO PROVIDE #6 COPPER GROUND AT EACH MDF/IDF ROOM -TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 12. GENERAL CONTRACTOR TO PROVIDE FIRE -RATED PLYWOOD BACK -BOARD SHOWN 13. UNIT TERMINATIONS MUST BE WIRED TO OF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT IDF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN FRGJECTu¢wiECT TECHNOLOGY CONSULTANT EVER SE EVERBAS iirE COL DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM PROJECTINFORMATION M C /�\j Q V / H00O UII�� Q (LU V r^ VJ W LL W F— Q O W W F— LU wW LU N W Q OC W ~ U7 W Q U Z Q _ co co qct ORIGINN IBSWN= DAM. PERMITSUBMITTAL Q ,9 doz G SYSTEM DESIGNER AD SYSTEM REVIEWER'. CS ECS JOB NUMBER' ECS -3970 GIEETINFOMATIGN BHEETTRE: DATACOMM/NETWORK SYSTEM DETAILS WEETNUMBER TD6-0.1 UNIT DATA/VIDEO OUTLET IN -UNIT MEDIA PANEL TO SERVICE PROVIDER A PANEL FOR VOICE/DATA SERVICE TO SATELLITE TV SERVICE PANEL FOR VIDEO SERVICE TO SERVICE PROVIDER B PANEL FOR VOICE/VIDEO/DATA SERVICE MINIMUM OF 24" SERVICE LOOP IN STUD -BAY FOR FUTURE TERMINATION NEEDS TERMINATION INSERT SPLITTER 4"X 42" NON-METALLIC MEDIA PANEL 14X42 NON-METALLIC MEDIA PANEL DIAGRAM NTS g0le61WIWIN 0)112to] @[yln.]Y11 i.17 POWER: DUPLEX OUTLET - TO BE BY ELECTRICAL CONTRACTOR DATA OMMm IWOW SYSTEMF MSYMBOL LEaFND SYMBOL DESCRIPTION N$ POE NETWORK SWITCH (MOUNTED IN EQUIPMENT RACK) 4444��® -REQUIRED POWER: 1 DUPLEX OUTLET PP O O CO TO SERVICE PROVIDER A PANEL FOR VOICE/DATA SERVICE TO SATELLITE TV SERVICE PANEL FOR VIDEO SERVICE TO SERVICE PROVIDER B PANEL FOR VOICE/VIDEO/DATA SERVICE MINIMUM OF 24" SERVICE LOOP IN STUD -BAY FOR FUTURE TERMINATION NEEDS TERMINATION INSERT SPLITTER 4"X 42" NON-METALLIC MEDIA PANEL 14X42 NON-METALLIC MEDIA PANEL DIAGRAM NTS g0le61WIWIN 0)112to] @[yln.]Y11 i.17 POWER: DUPLEX OUTLET - TO BE BY ELECTRICAL CONTRACTOR DATA OMMm IWOW SYSTEMF MSYMBOL LEaFND SYMBOL DESCRIPTION N$ POE NETWORK SWITCH (MOUNTED IN EQUIPMENT RACK) -REQUIRED POWER: 1 DUPLEX OUTLET PP NETWORK PATCH PANEL (MOUNTED IN EQUIPMENT CO RACK) - REQUIRED POWER: 1 DUPLEX OUTLET NETWORK ETHERNET FIBER SWITCH (LOCATED IN F$ EQUIPMENT RACK)- REQUIRED POWER: 1 DUPLEX OUTLET M CCN SYSTEM NETWORK VIDEO RECORDER (NVR) NVR (MOUNTED IN EQUIPMENT RACK)- REQUIRED POWER:1 O DUPLEXOUTLET O EQUIPMENT BACK (SEE ZONE DESCRIPTION FOR ❑AV AV MOUNTING) -REQUIRED POWER: 1 FOURPLEX OUTLET ON DEDICATED CIRCUIT IDC INTRUSIONSYSTEM W RDURION ED POWER. 1 DUPLEX OUTLLER ET F— ACCESS CONTROL PANEL B POWER SUPPLY (WALL APA MOUNTED)- COORDINATE REQUIRED POWER WITH W ELECTRICAL CONTRACTOR DATACOMMMETWORK NOTES 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMMMETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMMMETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT & RISER ROUTING DETAIL 3. REFER TO DATACOMMMETWORK UNIT SHEETS FOR REQUIRED UNIT "HOME RUN" WIRING & IN - UNIT DATACOMM/NETWORK DEVICE LAYOUT 4. REFER TO DATACOMM/NETWORK DETAIL SHEETS FOR DATACOMMMETWORK SYSTEM DETAILS 8 DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6, ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED B. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL OUTLETS IN MDF/IDF ROOMS AS SPECIFIED & LOCATE PER DETAIL DIMENSIONS 10. SERVICE PROVIDER& SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 270° OF BENDS BETWEEN PULL POINTS & ALL 90° BENDS TO BE 36" MINIMUM RADIUS 11. ELECTRICAL CONTRACTOR TO PROVIDE k6 COPPER GROUND AT EACH MDF/IDF ROOM -TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 12. GENERAL CONTRACTOR TO PROVIDE FIRE -RATED PLYWOOD BACK -BOARD SHOWN 13. UNIT TERMINATIONS MUST BE WIRED TO IDIF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT OF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN PRMECTARCHI ECT TECHNOLOGY CONSULTANT EVERBASE _��� NLTSY fOLUTOM5 DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IRQIECTINF°RMATION M /^, O V / FIIIIIIm O Elm QLu VJ 0 W W CC ^Q LL O W W F— LU wW LLI N W Q OC W 3:~ W V Q U Z Q _ I > co co ORIGINN ISSWIYE. DAM. PERMIT SUBMITTAL 0 doz SYSTEM CE81R1ER AD svBTEM PEVIENER'. CS ECB JOB NUMBER' ECS -3970 &IEETINFOMAnON WEETTRE: DATACOMM/NETWORK SYSTEM DETAILS W1 NUMBER TD6-0.2 BUILDING NETWORK ONE -LINE DIAGRAM 1 NTS DATACOAMINE ORK SYSEM PUN SYMBOL IEOMD 6YMB3_ DESCRIFU0N NS POE NETWORK SWITCH (MOUNTED IN EQUIPMENT RACK) STRING FOR PROVIDERS (3) & SERVITE - REQUIRED POWER: 1 DUPLEX OUTLET �lllhllll 11OLUTOM5 PP NETWORK PATCH PANEL (MOUNTED IN EQUIPMENT P: 720-930-7775 RACK)- REQUIRED POWER: 1 DUPLEX OUTLET 0:855-255-5521 FS NETWORK ETHERNET FIBER SWITCH (LOCATED IN EQUIPMENT RACK)- REQUIRED POWER: 1 DUPLEX OUTLET 14' CEILING MOUNTED A 1 -`FII CCN SYSTEM NETWORK VIDEO RECORDER (NVR) NVR (MOUNTED IN EQUIPMENT RACK)- REQUIRED POWER:1 V / DUPLEX OUTLET n EQUIPMENT RACK (SEE ZONE DESCRIPTION FOR AVAV MOUNTING) -REQUIRED POWER:1 FOURPLEX OUTLET U) ON DEDICATED CIRCUIT W LL Lu CC Q O INTRUSION DETECTION SYSTEM CONTROLLER (WALL 2-2- CEILING MOUNTED MOUNTED) - REQUIRED POWER: 1 DUPLEX OUTLET 2-211 ACCESS CONTROL PANEL & POWER SUPPLY (WALL AP# MOUNTED)- COORDINATE REQUIRED POWER WITH SYSTEM DEVICE ELECTRICALCONTRACTOR CABLE LEGEND LINE TYPE DESCRIPTION 2-CAT6 CABLES (1 -PAIR 2-CAT6 2-CAT6 TO EACH LEVEL) FOR NETWORK DEVICE INTERCONNECT 1-MULTIMODE FIBER FOR DEVIC MMFIBERMMFIBER NETWRK INTERCONNECT C--6" DARK FIBERS TO BE INCLUDED FOR FUTURE NETWORK EXPANSION RG6 RG6 I -RG6 CABLE FOR DEVICE INTERCONNECT 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMM/NETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT& RISER ROUTING DETAIL 3. REFER TO DATACOMM/NETWORK UNIT SHEETS FOR REQUIRED UNIT "HOME RUN" WIRING & IN - UNIT DATACOMMNETWORK DEVICE LAYOUT 6. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATAOMM/NETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 8. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL OUTLETS IN MDF/IDF ROOMS AS SPECIFIED & LOCATE PER DETAIL DIMENSIONS 10. SERVICE PROVIDER& SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 270° OF BENDS BETWEEN PULL POINTS & ALL 90" BENDS TO BE 36' MINIMUM RADIUS 11. ELECTRICAL CONTRACTOR TO PROVIDE 96 COPPER GROUND AT EACH MDF/IDF ROOM -TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 12. GENERAL CONTRACTOR TO PROVIDE FIRE -RATED PLYWOOD BACK -BOARD SHOWN 13. UNIT TERMINATIONS MUST BE WIRED TO OF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT IDF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN PRMECTARCw1ECT 14' WITH METERED PULL 3-4" & 1-2"-3-4" & 1-211 STRING FOR PROVIDERS (3) & SERVITE EVEREVERBASE �lllhllll 11OLUTOM5 FOR PROPERTY ICO P: 720-930-7775 NETWORK SYSTEM 0:855-255-5521 W W W.EVERBASECONSULTING.COM INTERCONNECT 14' CEILING MOUNTED A 1 -`FII 4rr A 1 -411 PROVIDER ENTRY T FOR VICE O V / (PROVIDER ALLOCATION n U DESIGNATED WITH U) KEYNOTE) W LL Lu CC Q O LL w 2-2- CEILING MOUNTED 2-211 2-211 CONDUIT FOR DA ACOMM/NETWORK N W SYSTEM DEVICE fr W INTERCONNECT 1-CAT6 CABLE FOR CATS CATS DEVICE INTERCONNECT & NETWORK DEVICE \Q / co INTERCONNECT 2-CAT6 CABLES (1 -PAIR 2-CAT6 2-CAT6 TO EACH LEVEL) FOR NETWORK DEVICE INTERCONNECT 1-MULTIMODE FIBER FOR DEVIC MMFIBERMMFIBER NETWRK INTERCONNECT C--6" DARK FIBERS TO BE INCLUDED FOR FUTURE NETWORK EXPANSION RG6 RG6 I -RG6 CABLE FOR DEVICE INTERCONNECT 1. REFER TO DATACOMM COVER SHEET FOR STANDARD DATACOMM/NETWORK DEVICE CABLING REQUIREMENTS & MOUNTING HEIGHTS 2. REFER TO DATACOMM/NETWORK ELEVATION& SECTION SHEETS FOR MDF/IDF ROOM LAYOUT& RISER ROUTING DETAIL 3. REFER TO DATACOMM/NETWORK UNIT SHEETS FOR REQUIRED UNIT "HOME RUN" WIRING & IN - UNIT DATACOMMNETWORK DEVICE LAYOUT 6. REFER TO DATACOMMMETWORK DETAIL SHEETS FOR DATAOMM/NETWORK SYSTEM DETAILS & DIAGRAMS 5. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 6. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 7. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 8. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 9. ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL OUTLETS IN MDF/IDF ROOMS AS SPECIFIED & LOCATE PER DETAIL DIMENSIONS 10. SERVICE PROVIDER& SYSTEMS NETWORK BACKBONE CONDUIT TO BE LIMITED TO 270° OF BENDS BETWEEN PULL POINTS & ALL 90" BENDS TO BE 36' MINIMUM RADIUS 11. ELECTRICAL CONTRACTOR TO PROVIDE 96 COPPER GROUND AT EACH MDF/IDF ROOM -TO BE LOCATED ADJACENT TO THE SERVICE PROVIDER TERMINATIONS 12. GENERAL CONTRACTOR TO PROVIDE FIRE -RATED PLYWOOD BACK -BOARD SHOWN 13. UNIT TERMINATIONS MUST BE WIRED TO OF AS INDICATED, PER THIS DESIGN.' SHOULD UNITS BE WIRED TO A DIFFERENT IDF DUE TO FIELD CONDITIONS, EVERBASE CONSULTING SOLUTIONS IS TO BE IMMEDIATELY NOTIFIED AS THIS AFFECTS THE PROVIDERS DESIGN PRMECTARCw1ECT TECHNOLOGY CONSULTANT EVEREVERBASE �lllhllll 11OLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORMATION M C /�\j O V / 00FIIIIIIm O n U QLu U) 00 W LL Lu CC Q O LL w Lu — F— WW LU LLI N W Q fr W F- W V Q U Z _ I \Q / co co ORI ISS5 NCE. DATE: PERMITSUBMITTAL REVISION 0 04, 9 o o SYSTEM DESIGNER AD SYSTEM REVIEWER'. CS ECS JOB NUMBER' ECS -3970 WI INFORMATION SHEETTIIE: NETWORK ONE -LINE DIAGRAM WEETNUMBER TD7-0.0 PRGJECTARcwTECT CCTV CAMERA SYSTEM DRAWING INDEX CCTV PLAN SYMBOL LEGEND SYMBOL ELEVATION CCN SYSTEM DEVICE DESCRIPTION: DEVICE REQUIRED CABLING: Sheet Number Sheet Description Issuance Title Issue Date CCTV SYSTEM NETWORK VIDEO RECORDER (NVR) Technology Set- CCTV Camera System Sheets NVR (MOUNTED IN EQUIPMENT RACK) - REQUIRED 1-CAT6 TO NETWORK PATCH PANEL TCO -0.0 CCTV SYSTEM COVER SHEET PERMIT SUBMITTAL 08/28/20 POWER: 1 DUPLEX OUTLET TC2-0.1 BASEMENT LEVEL - CCTV SYSTEM LAYOUT PERMIT SUBMITTAL 08/28/20 Tc2-1.1 LEVELI- CCTVSYSTEMLAYOUT PERMIT SUBMITTAL 08/28/20 CEILING MOUNTED FIXED POSITION POE I.P. DOME VCC7 LEVEL 2- CCTV SYSTEM LAYOUT PERMIT SUBMITTAL 08/28/20 (>0 1-1 CAMERA LEVEL CAMERA NUMBER 1-CAT6 TO ASSOCIATED POE PATCH PANEL TECHNOLOGY CONSULTANT LEVEL 3 - CCN SYSTEM LAYOUT PERMIT SUBMITTAL 08/28/20 ()LEVEL4-CCTVSYSTEMLAYOUT PERMIT SUBMITTAL 08/28/20EVERBASE CCTV SYSTEM -ENLARGED PLANS PERMIT SUBMITTAL o6/z8/20 CEILING MOUNTED PAN, TILT, ZOOM (PTZ) POE I.P. 1-16/2 STRANDED FOR POWER & 1-CAT6 TO�'"�'°'�"' CCTV SYSTEM SCHEDULE & CONNECTIVITY DETAIL PERMIT SUBMITTAL 08/28/20 �� 2-1CCTV SYSTEM ONE -LINE DIAGRAM PERMIT SUBMITTAL 08/28/20 �J DOME CAMERA (LEVEL- CAMERA NUMBER) ASSOCIATED POE PATCH PANEL DENVERI CO P: 720-930-7775 0:855-255-5521 WALL MOUNTED FIXED POSITION POE I.P. DOME WWW.EVERBASECONSULTING.COM CSI 1-2 CAMERA (LEVEL - CAMERA NUMBER) 1-CAT6 TO ASSOCIATED POE PATCH PANEL WIROIECTIHFORM1TpH 2-2 WALL MOUNTED PAN, TILT, ZOOM (PTZ) POE I.P. 1-16/2 STRANDED FOR POWER & 1-CAT6 TO DOME CAMERA (LEVEL - CAMERA NUMBER) ASSOCIATED POE PATCH PANEL SIZING AS 2 GANG BOX FOR ACCESS TO CCTV DEVICE cM CCTV SYSTEM J -BOX NEEDED FROM CONDUIT �^ o V J o ao O Q 0 U)0 LU CcE LU [__ Cw Q= LU LU w QLU fr w 3:~ LUQ U Q U Z _ Q STANDARD CCTV DEVICE MOUNTING HEIGHTS: M M CEILING LEVEL ORIGINN ISSWIYE. WIE: PERMITSUBMITTAL OUTDOOR REVISION H x 0 LU x x 0 0 0 Z o W LU J 9 x x W w LU LL LL Q Q Q ¢ o_ o Z_ Z_ o O o 0 W IV syB DESIGNER: 0 0 m AD O O W svS REVIEWER. U U U N CS Z EW JOB NUMBER' Q ECS -3970 x x GIEEiINFGiMATIGI Z Z 'R /R W w 0 0 sHEETTIIE: W W U W U W x W = CCN SYSTEM COVER x x CE Z SHEET Q Q Z Z Z Z 0 x 0 WEETNUMBEA � J —1 J O U rn 0 TCO -0.0 AB Dw Fw I I GA GB (GC I I I GD GE GF I I I I I I I I I I I I I I I DME & Et 00 93 9 9 11 9 9 m G _-\ + 8 0 a G1 - - - 18n -- -- - - - o 8 a x� ,� - - --� - - - ��17S) 17s f(6n)-j- --- - - - -I -� (15S�G2 5S - -`-' - - - - - - - _ 5s Dw Fw T Nw Pw (13S�-- - 1 (14n)I - - - - - - - I I I I I I I Me tOe, f Ce) Ee He -- 11s) (12n -- -- I I I I I I I 10 - �3�- ° X1 � I I I I I I I II EL 8n EC _ _ _ _ _ _ _ _ `7s/�� - - - - - 1Lil—j1 7s o — — — — — 3s tln ;TAIR S1Q1 uL I I I I I I I I I II I I I I I I I I I I I II I I A) B ! ((GA!1 GB e GC J� K j 6 EGD) GE GF.I R I' BASEMENT - CCTV SYSTEM LAYOUT m N 1/1611 = 1'-0" X19) I S, G1 �$,I - ---�16n' — I � T G2 - �14n) I � 11 J (12n) —�133y �101 - - - - 9 i -�,8n) I ccTv Pury svMBOL LECrJNCI SYMBOL CCTV SYSTEM DEVICE MENAIFTION' TECHNOLOGY CONSULTANT CCTV SYSTEM NETWORK VIDEO RECORDER (NVR) NV _ �� NLiSY fOLUTOM5 (MOUNTED IN EQUIPMENT RACK) - REQUIRED CO P: 720-930-7775 POWER:1 DUPLEX OUTLET NS POE NETWORK SWITCH (MOUNTED IN EQUIPMENT IROIECTINFORM1710N RACK) - REQUIRED POWER: 1 DUPLEX OUTLET 1 1 CEILING MOUNTED FIXED POSITION POE I.P. DOME CAMERA (LEVEL - CAMERA NUMBER) U) CEILING MOUNTED PAN, TILT, ZOOM (PTZ) POE C�2-1 I.P. I..L DOME CAMERA (LEVEL - CAMERA NUMBER) >W 1-2 WALL MOUNTED FIXED POSITION POE I.P. DOME WCAMERA(LEVEL-CAMERA NUMBER) X12 2 WALL MOUNTED PAN, TILT, ZOOM (PTZ) POE I.P. DOME CAMERA( LEVEL NUMBER) YET// -CAMERA 9 CCN SYSTEM J -BOX CCN SYSTEM PLAN NOTES 1. REFER TO CCTV COVER SHEET FOR STANDARD CCN DEVICE MOUNTING HEIGHTS 2. REFER TO CCTV DETAILS FOR CCN SYSTEM DIAGRAM 3. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AT SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 0 5 10 15 20 25 30 35 40 1/16"= VI SCALE FEET PRMECTARcwTECT TECHNOLOGY CONSULTANT EVERBASE _ �� NLiSY fOLUTOM5 DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORM1710N M U) CD (D ao 0 I..L Q Lu 0 U) 0 Lu °Cof W F— Q 0_ O [-- W_ W F— WW LU LLI W �F- H W Q U Z Q _ co co ORIGII ISSWIYE. DATE: PERMITSUBMITTAL REVINCRI DATE 0 cr 9 o o SYSTEM DESIGNER AD SYSTEM REVIEWER'. CS ECS JOB NUMBER' ECS -3970 GIEETINFOMATIGN SHEETTTIE: BASEMENT LEVEL - CCN SYSTEM LAYOUT WEETNUMBER TC2-0.1 A IBJ Dwi Fwi `J `K( (L\, Nw; Pw R k S 1 6GA!GBl! (GCi I(GID) �GE GF1 0 ❑ ❑ ❑ ❑ ❑ ❑ UNIT B3.0'I UNIT A1.0 UNIT A1.0 UNIT B2.0� UNIT A1.0 UNIT A1.0 LUNIT B2I0 UNIT A1.0 UNIT A1.0 UNIT 63.0 19rl 191 -osTaRo- -F—(l8n � o � � � (18n) (17s� - - - _ o - - - - ��17s) ❑ UNIT S1 UNIT S1 ❑ )�- -�- -�- - - -� - - - -�� 16n' (16n (1 5s -G2AI � - 5s - - - - - - - - - �G2� � S%T UNITSI 103 - Dw w Nw Pw (13si - - ��13s) I (14n)I PARKING I IVIS; �el Qe ❑ 1-23 (GARAGE L7 UNIT B2.0 Ce I ;� He =Ell (11 s) o - - 11 s) (12W- - - - - (12n) ❑0 10 - 3�- - - - - - - - - - - - - - a —--------------- - - - - - - - - - E W G3 10 R.R. AK/WOR E LO ANTRV - G/MD MENS, - - - UNIT B2.0 o - U. - - UNIT A2.0 - - LIEo 00 108 -- � � MAIL 7 ° °° ° f7s ° oI LOBBY w MEU CREATIVE 101 SUN ROOM LOUNGE p AR 118 UNIT 132.0 NF 2 ❑ 108 G C® 0 FITNESS Doo❑ 121 8 0 1 s O❑0 UNIT A2.0Tat v sr UNIT A2.0 n UNIT A1.0 m ® o o im o O❑D k4gF� - - - IL I - Omo UNIT B2.0 3sI I----- -- _ V FAM S10_2 - ��_ a in - -- -- o- - -�1n n �.Irt.-.-.-.-. .-. - ----- .-.-.--.-------- It.-. UNIT 133.0 d UNIT B3.0 yr-CS 1. TAIR - o o UNIT B3.0 s, b, UNIT B3.0 -fi- o 0 I I I I I I I I II I I % I I I I I I I I I I I GAGe%GC�J K; L JI" S'o I LEVEL 1 CCTV SYSTEM LAYOUT m I N COW Pun SYMBOL LEGEND: SYMBOL CCTV WSTEM DEVICE DESCPFTION. TECHNOLOGY CONSULTANT CCN SYSTEM NETWORK VIDEO RECORDER (NVR) NV _ �� NLiSY fOLUTOM5 (MOUNTED IN EQUIPMENT RACK) REQUIRED CO P: 720-930-7775 POWER 1 DUPLEX OUTLET NS POE NETWORK SWITCH (MOUNTED IN EQUIPMENT IRCUECTINFORMITCN RACK) - REQUIRED POWER: 1 DUPLEX OUTLET 1 1 CEILING MOUNTED FIXED POSITION POE I.P. DOME CAMERA (LEVEL - CAMERA NUMBER) U) CEILING MOUNTED PAN, TILT, ZOOM (PTZ) POE C�2-1 I.P. DOME CAMERA (LEVEL - CAMERA NUMBER) p�I WALL MOUNTED FIXED POSITION POE I.P. DOME CAMERA W1-2 (LEVEL -CAMERA NUMBER) X12 2 WALL MOUNTED PAN, TILT, ZOOM (PTZ) POE I.P. DOME CAMERA( LEVEL NUMBER) YET// -CAMERA 9 CCN SYSTEM J -BOX CCN SYSTEM PLAN NOTES 1. REFER TO CCTV COVER SHEET FOR STANDARD CCN DEVICE MOUNTING HEIGHTS 2. REFER TO CCTV DETAILS FOR CCN SYSTEM DIAGRAM 3. CABLE BN FIELD CONDITIONS SUBJECT TO CHANGE BASED IC FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AT SPECIFIED 6. ALL DESIGNAING ISTED NUIO BE ROUTED TH ROUGH DESIGNATED CONDUIT, SLEEVING 8 PULL BOX BY INSTALLING CONTRACTOR 0 5 10 15 20 25 30 35 40 SCALE FEET PROJECTu¢wiECT TECHNOLOGY CONSULTANT EVERBASE _ �� NLiSY fOLUTOM5 DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IRCUECTINFORMITCN M U) CD (D ao O Q LU 0 U) 0 W °C LU Q O C[: F - W F- LU WW LLI N LU W �F- / R V0 LLI Q U Z Q _ I > co co ORIGINPLIBSWIYE. DATE: PERMIT SUBMITTAL ORCMCM DATE cr o ,o - SYSTEM DESIGNER AD SYSTEM REVIEWER'. CS ECS JOB NUMBER: ECS 3970 GIEETINFOMATIGN SHEETTTIE: LEVEL 1 -CCTV SYSTEM LAYOUT WEETNUMBER TC2-1.1 '_A Dw\I F \! `J �K L N ) ell `Pw R , S GA GBl (13C)GDl �� 0 UNIT B3.0' UNIT A1.0 UNIT A1.0 UNIT B2.0 UNIT A1.0 UNIT A1.0 p1UNIT B2A UNIT A1.0 UNIT A1.0 UNIT B3.0 D I 4 o --STAIR �131 -UNIT S1 - 0 18n �- o - 0 - - G1 18n! (17s� - - - - - - ��17s) UNIT S1 - UNIT S1 ELEC IDF (1 6n1_ _ _ _ _ _ _ _ �e1 6 15s�--- �G2- --Ta - - -(Mn - �G2) I - �. UNIT SI ISTAIR 3� Dw Fw Nw Pw 0 113s� - - - - - - -t-�13s) (14n) '14n) I PARKING Me 0e1 Qe UNIT B2.0 o GARAGE L2 pUNIT 62.0 - 0 Ce Ee HeJ (111 S1 0 - - - - - i11) 2 +- - - - - - ---� 2 ) EM I I I I i 1 I L -�G3110 UNIT B2.0 UNIT A2.0 x X - - -- 8n� - - - - o - - - 8n IF 7s - - - - UNIT B1.0- UNIT A1.0 UNIT A1.0 e e UNIT A1.0 UNIT A1.0 UNIT B1.0 UNIT 132.0 UNIT A1.0 UNIT A1.0 � UNIT A2.0 - 1.6. 6 5 UNIT A2.0 o UNIT A1.0 UNIT B2.0 ell UNIT B2.0 (3s - - - o • 3i1 I ,--�I-SII I 11 I I S1 a 1�1 n - � �1nl nl '� - ° UNIT B3.0 UNIT B3.0 S1P' _ o G UNIT B3.0: UNIT B3.0 1 GA), �GBEe L) (GD) GE (GFR S1 \G D LEVEL 2 CCTV SYSTEM LAYOUT m I N U 1/16" = 1'-0" CON RAry SYMBOL LEGEND: SYMBOL CCTV SYSTEM DEVICE DESCRIFHON: TECHNOLOGY CONSULTANT CCTV SYSTEM NETWORK VIDEO RECORDER (NVR) NV _ �� NLiSY fOLUTOM5 (MOUNTED IN EQUIPMENT RACK) - REQUIRED P: 720-930-7775 POWER:1 DUPLEX OUTLET NS POE NETWORK SWITCH (MOUNTED IN EQUIPMENT IROIECTINFORMITION RACK) - REQUIRED POWER: 1 DUPLEX OUTLET 1 1 CEILING MOUNTED FIXED POSITION POE I.P. DOME CAMERA (LEVEL - CAMERA NUMBER) U) CEILING MOUNTED PAN, TILT, ZOOM (PTZ) POE C�2-1 I.P. I..L DOME CAMERA (LEVEL - CAMERA NUMBER) >W 1-2 WALL MOUNTED FIXED POSITION POE I.P. DOME WCAMERA(LEVEL-CAMERA NUMBER) X12 2 WALL MOUNTED PAN, TILT, ZOOM (PTZ) POE I.P. DOME CAMERA( LEVEL NUMBER) YET// -CAMERA 9 CCN SYSTEM J -BOX CCN SYSTEM PLAN NOTES 1. REFER TO CCTV COVER SHEET FOR STANDARD CCN DEVICE MOUNTING HEIGHTS 2. REFER TO CCTV DETAILS FOR CCN SYSTEM DIAGRAM 3. CABLE B CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AT SPECIFIED 6. ALL CABLING IS TO BE ROUTED TH ROUGH DESIGNATED CONDUIT, SLEEVING 8 PULL BOX BY INSTALLING CONTRACTOR 0 5 10 15 20 25 30 35 40 1/16"= VI SCALE FEET PRMECTumwTECT TECHNOLOGY CONSULTANT EVERBASE _ �� NLiSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORMITION M U) CD (D ao 0 I..L Q LU 0 U) 0_ W a= W F -W_ Q O C[: LU F- LU ww LLI N LU H W V Q U Z Q _ I > M co ORIGINFLISSDANOE. DATE: PERMIT SUBMITTAL ORCMCM 10 '_ o ,o - SYSTEM DESIGNER AD SYBTEM RENUMER'. CS ECS JOB NUMBER: ECS -3970 GIEETINFOMATIGN SHEETTRE: LEVEL 2 -CCTV SYSTEM LAYOUT WEETNUMBDR TC2-2.1 9> (17s) - - - (15s) �G2� 113s� - - - UNIT S UNIT S UNIT B2.0 h1s� L_ \ � 10'r - �W3 — UNIT B2.0 `;s UNIT A2.0 UNIT A2.0 3�- - - A B Dw Fw I GA IGB �C 4F UNIT A1.0 UNIT A1.0 UNIT B2. x \ - 7s) 06 5s) - - D Fw -t-�13s) 1u I I Ce I EeHe o - - - - - i11s `J �K� L NWI I Pw/R'' r' � r Icc 1GD, AGE IGFI ❑ ❑ II JUNIT1.0 UNIT A1.0 LUNIT B2I0 UNIT A1.0 UNIT A1.0 ; oe 18n -- -- - - - �/ O (16n/ - - - - T - - - - �� I I I - - - Nw Pw - (14n) I - _ - I PARKING Me 0e1 )e GARAGE 0 I I I I I I I I u� UNIT A1.0 UNIT A1.0 UNIT A1.0 UNIT B2.0 - 3J / UNIT 133.0: :UNIT B3.0 S1P' - o o UNIT B3.0: I I I I I I I I I I I I I I I I I I I I I I I 4GD \GAT ,GBEe 'GCS) J,IK; �L i 1) GE (GF R' S LEVEL 3 - CCTV SYSTEM LAYOUT m 1/16 11 = 11-011 1 NIT B3.0 ;19) `--S-FA1R-4�1 — G1) 111'-8f1 UNIT S1 - �16ni UNITSI �132) - �;l4n) mur2 w UNIT A2.0 11►11■comf UNIT B2.0 - n IT B3.0 COW Pun SYMBOL LEGEND: SYMBOL CCTV SYSTEM DEVICE DESCPIFTION: TECHNOLOGY CONSULTANT CCTV SYSTEM NETWORK VIDEO RECORDER (NVR) NV _ �� NLi.Y fOLUTOM5 (MOUNTED IN EQUIPMENT RACK) - REQUIRED P: 720-930-7775 POWER:1 DUPLEX OUTLET NS POE NETWORK SWITCH (MOUNTED IN EQUIPMENT IRCUECTINFORM1TCN RACK) - REQUIRED POWER: 1 DUPLEX OUTLET 1 1 CEILING MOUNTED FIXED POSITION POE I.P. DOME CAMERA (LEVEL - CAMERA NUMBER) U) CEILING MOUNTED PAN, TILT, ZOOM (PTZ) POE C�2-1 I.P. ^� Elm DOME CAMERA (LEVEL - CAMERA NUMBER) >W 1-2 WALL MOUNTED FIXED POSITION POE I.P. DOME WCAMERA(LEVEL-CAMERA NUMBER) X12 2 WALL MOUNTED PAN, TILT, ZOOM (PTZ) POE I.P. DOME CAMERA( LEVEL NUMBER) YET// -CAMERA 9 CCN SYSTEM J -BOX CCN SYSTEM PLAN NOTES 1. REFER TO CCTV COVER SHEET FOR STANDARD CCN DEVICE MOUNTING HEIGHTS 2. REFER TO CCTV DETAILS FOR CCN SYSTEM DIAGRAM 3. CABLE B CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AT SPECIFIED 6. ALL CABLING IS TO BE ROUTED TH ROUGH DESIGNATED CONDUIT, SLEEVING 8 PULL BOX BY INSTALLING CONTRACTOR 0 5 10 15 20 25 30 35 40 SCALE FEET PROJECTu¢wiECT TECHNOLOGY CONSULTANT EVERBASE _ �� NLi.Y fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IRCUECTINFORM1TCN M U) CD (D ao 0 ^� Elm QLU U) 0 W LU CC Q O W_ LU F- WW LU LLI N LU Q fr W 3:~ w Q U Z Q _ I > M M qct ORIGINPLIBSWNOE. WIE: PERMR SUBMITTAL REVISION DATE �T� doz o SYSTEM DESIGNER AD SYSTEM REVIEWER'. CS ECS JOB NUMBER: ECS 3970 GIEETINFOMATIGN SHEETTRE: LEVEL 3 -CCTV SYSTEM LAYOUT WEETNUMBER TC2-3.1 UNIT S UNIT S I STAIR UNIT B2.0 iis) L 10 - G3 / UNIT B2.0 V9�- - - - - 7s A B Dw Fw �J� L Nw �w) R kl w GA GB GC (GD) GE GF 17 UNIT A1.0 UNIT A1.0 UNIT B2.0SUNSET ROOM � o LUNIT B2I0 UNIT A1.0 UNIT A1.0 41 CONF. , uoaoo 410c - -- _ e (18n / O \ I I I -175) 06 (16nH L -i Fl 5s) , - 4, Dw� Fw � - - - - - iNwl Pw - - - �--A3s) 14n - I PARKING M e o0ei Q@) 4 GARAGE cei !He) 7_4( 11 s (12n)- - - - I I I I - o e o 8 nFII� NIT B1.0 UNIT A1.0 UNIT A1.0 UNIT A1.0 UNIT A1.0 UNIT B1.0 UNIT A1.0 UNIT A1.0 UNIT A2.0 �- 6 - - - - - - - - - - - - - - - I UNIT A2.0 o UNIT A1.0 UNIT B2.0 _ _ v (3 if- _ II - \/ 5102D,:UNqIITB3.0 i.1n�;'�I IR UNIT B3.0 s1o1 0 o UNIT B3.0 I I I I I o 0 A V "\� A B ,111, GA) GB e GC �K �L) �D) GE (GR,'! S� �- A ✓ 1 LEVEL 4 - CCTV SYSTEM LAYOUT m 1/16 11 = 11-011 1 NIT B3.0 -�l91 `-,STAIW4 -T (18n; UNIT S1 o �v - - - �16n1 UNIT S1 - ~ G2i - �14n) mur2 w ,l 2n, - IJ3� � 10) UNIT A2.0 �x=' L v -�;9! 11►11■comf III tl IIII- UNIT B2.0 IT B3.0 COW Pun SYMBOL LEGEND: SYMBOL CCTV WSTEM DEVICE DESCPIFTION: TECHNOLOGY CONSULTANT CCTV SYSTEM NETWORK VIDEO RECORDER (NVR) NV _ �� NLiSY fOLUTOM5 (MOUNTED IN EQUIPMENT RACK) - REQUIRED P: 720-930-7775 POWER:1 DUPLEX OUTLET NS POE NETWORK SWITCH (MOUNTED IN EQUIPMENT IRCUECTINFORM1TCN RACK) - REQUIRED POWER: 1 DUPLEX OUTLET 1 1 CEILING MOUNTED FIXED POSITION POE I.P. DOME CAMERA (LEVEL - CAMERA NUMBER) U) CEILING MOUNTED PAN, TILT, ZOOM (PTZ) POE C�2-1 I.P. Elm DOME CAMERA (LEVEL - CAMERA NUMBER) 'W WALL MOUNTED FIXED POSITION POE I.P. DOME CAMERA(LEVEL W1-2 - CAMERA NUMBER) X12 2 WALL MOUNTED PAN, TILT, ZOOM (PTZ) POE I.P. DOME CAMERA( LEVEL NUMBER) YET// -CAMERA 9 CCN SYSTEM J -BOX CCN SYSTEM PLAN NOTES 1. REFER TO CCTV COVER SHEET FOR STANDARD CCN DEVICE MOUNTING HEIGHTS 2. REFER TO CCTV DETAILS FOR CCN SYSTEM DIAGRAM 3. CABLE B CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AT SPECIFIED 6. ALL CABLING IS TO BE ROUTED TH ROUGH DESIGNATED CONDUIT, SLEEVING 8 PULL BOX BY INSTALLING CONTRACTOR 0 5 10 15 20 25 30 35 40 SCALE FEET PROJECTu¢wiECT TECHNOLOGY CONSULTANT EVERBASE _ �� NLiSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IRCUECTINFORM1TCN M CY) U) CD (D FIIIIIIIm 00 O Elm QLU U) 0 Lu °Cof LU CC Q O [__ w_ W - F- WW LU LLI N LU Q � LLJ ~ W Q U Z Q _ co co ORIGINLLIBSWIYE. DATE: PERMITSUBMITTAL ORCMCM REVISION DATE �T� o , cr o ,o - SYSTEM DESIGNER AD SYSTEM REVIEWER'. CS ECS JOB NUMBER: ECS 3970 GIEETINFOMATIGN SHEETTTIE: LEVEL 4 -CCTV SYSTEM LAYOUT WEETNUMBER TC2-4.1 r(� � � (GCjlei� j I I G3 = 6 + — Fq s) i\3s�— - CREATIVE 0 R.R. h CH ELE LOBBY j� PANTRY I OSa � F//\\ - O REAK/WOR 9_ 10 111 ROOM PKG. 108 107 L �Uf�R(�O'-O O 01 121 OFF + + \ 9 G-71 1A I 3s ono I I I I I I I I I I C0 103 Loi OFFICE CCTV SYSTEM PLAN NOTES 1. REFER TO CCN COVER SHEET FOR STANDARD CCTV DEVICE MOUNTING HEIGHTS 2. REFER TO CCTV DETAILS FOR CCTV SYSTEM DIAGRAM 3. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AT SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR CCTV PLAN SYMBOL LEGEND: SYMBOL CCN SYSTEM DEVICE DESCRIPTION: TECHNOLOGY CONSULTANT CCTV SYSTEM NETWORK VIDEO RECORDER (NVR) NV _��� NLiSY fOLUTOM5 (MOUNTED IN EQUIPMENT RACK) - REQUIRED P: 720-930-7775 POWER:1 DUPLEX OUTLET NS PUMECTINFORMATION POE NETWORK SWITCH (MOUNTED IN EQUIPMENT M RACK) - REQUIRED POWER:1 DUPLEX OUTLET 001-1 CEILING MOUNTED FIXED POSITION POE I.P. DOME o o CAMERA(LEVEL- CAMERA NUMBER( ZD®2-1 CEILING MOUNTED PAN, TILT, ZOOM (PTZ) POE I.P. DOME CAMERA(LEVEL- CAMERA NUMBER) EW1-2 WALL MOUNTED FIXED POSITION POE I.P. DOME CAMERA(LEVELCAMERA NUMBER( yp - 22 WALL MOUNTED PAN, TILT, ZOOM(PTZ) POE I.P. W DOME CAMERA(LEVEL- CAMERA NUMBER) 0 CCTV SYSTEM J -BOX INIGDi GF II - - G3 DINING S G/MDF MENS OQ' OQ' I 113 114 I ❑ o �J 0 - _ O O- - i��133AGE- 115 0 0 o O o e y� o 0 LOUNGE ISAR O 120 0 119 WOMENS 118 I NESS 11716 G - - - - 0 0 0 o LoO90GA O O 70117 O STG I I I I 132 I I I I�I I I F-- 17 I F--1 1 IIF-- N/GDi O GE GF R LEVEL 1 - CCTV SYSTEM LAYOUT - ENLARGED AMENITY AREA 1/811= 1'-01' PRGJECTu¢wiECT TECHNOLOGY CONSULTANT EVERBASE _��� NLiSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM PUMECTINFORMATION M cY) A U) o o ao O Q Lu 0 U) 0 W CcE LU �LU Q O F— = Lu — F— ww LU LLI IN LU Q fr W F- �[ V0 LLI Q U Z Q _ I > co co ORIGINPLISSWIYE. DATE: PERMITSUBMITTAL REVISION DAIJE DELTA, 0 doz G SYSTEM DESIGNER AD SYSTEM REVIENER'. CS EGGS JOB NUMBER: ECS -3970 GIEETINFOMATIGN SHEETTIIIE: CCTV SYSTEM -ENLARGED PLANS GIEETNUMBER TC5-1.0 CCTV CAMERA SCHEDULE LEVEL CAMERA DESCRIPTION NETWORK SWITCH LOCATION CAMERA # CAMERA MOUNTING & TYPE CAMERA RESOLUTION LENS TYPE NOTES LEVEL 1 STAIR 3 ENTRANCE IDF - ROOM 184 1-1 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL WIDE DYNAMIC RANGE LEVEL 1 STAIR 2 ENTRANCE MDF - ROOM 82 1-2 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL WIDE DYNAMIC RANGE LEVEL 1 STAIR 1 ENTRANCE MDF - ROOM 82 1-3 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL WIDE DYNAMIC RANGE LEVEL 1 LEVEL 1 - SW GARAGE ENTRANCE IDF - ROOM 184 1-4 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL WIDE DYNAMIC RANGE LEVEL 1 LEVEL 1 - SE GARAGE ENTRANCE MDF - ROOM 82 1-5 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 1 MAIL ROOM 1 MDF - ROOM 82 1-6 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL ORIGINPLIBSWIYE. LEVEL 1 I MAIL ROOM 2 MDF - ROOM 82 1-7 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 1 CREATIVE ROOM MDF - ROOM 82 1-8 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 1 VESTIBULE MDF - ROOM 82 1-9 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL WIDE DYNAMIC RANGE LEVEL 1 LOBBY MDF - ROOM 82 1-10 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 1 LEVEL 1 - ELEVATOR LOBBY MDF - ROOM 82 1-11 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL 08 LEVEL 1 SUN ROOM 1 MDF - ROOM 82 1-12 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL & CONNECTIVITY DETAIL LEVEL 1 LOUNGE MDF - ROOM 82 1-13 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 1 SUN ROOM 2 MDF - ROOM 82 1-14 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 1 BAR MDF - ROOM 82 1-15 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 1 FITNESS 1 MDF - ROOM 82 1-16 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 1 FITNESS 2 MDF - ROOM 82 1-17 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 1 YOGA MDF - ROOM 82 1-18 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 1 SE COURTYARD ENTRY MDF - ROOM 82 1-19 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL WIDE DYNAMIC RANGE LEVEL 1 FRONT ENTRY DRIVE MDF - ROOM 82 1-20 CEILING MOUNTED - FIXED POSITION 4 MP (2688 X 1520) 2.8 - 9MM VARIFOCAL WIDE DYNAMIC RANGE LEVEL 1 POOL 1 MDF - ROOM 82 1-21 WALL MOUNTED - FIXED POSITION 4 MP (2688 X 1520) 2.8 - 9MM VARIFOCAL WIDE DYNAMIC RANGE LEVEL 1 POOL 2 MDF - ROOM 82 1-22 WALL MOUNTED - FIXED POSITION 4 MP (2688 X 1520) 2.8 - 9MM VARIFOCAL WIDE DYNAMIC RANGE LEVEL 1 DRIVE ENTRANCE IDF - ROOM 184 1-23 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL WIDE DYNAMIC RANGE LEVEL 2 LEVEL 2 - SW GARAGE ENTRANCE IDF - ROOM 184 2-1 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 2 LEVEL 2 - ELEVATOR LOBBY MDF - ROOM 82 2-2 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 3 LEVEL 3 - SW GARAGE ENTRANCE IDF - ROOM 184 3-1 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 3 LEVEL 3 - ELEVATOR LOBBY MDF - ROOM 82 3-2 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 4 LEVEL 4 - SW GARAGE ENTRANCE IDF - ROOM 184 4-1 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 4 LEVEL 4 - ELEVATOR LOBBY MDF - ROOM 82 4-2 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL LEVEL 4 SUNSET ROOM 1 IDF - ROOM 184 4-3 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL BASEMENT BIKE SHOP MDF - ROOM 82 B-1 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL BASEMENT BASEMENT - NW ENTRANCE MDF - ROOM 82 B-2 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL BASEMENT BASEMENT - NE ENTRANCE MDF - ROOM 82 B-3 CEILING MOUNTED - FIXED POSITION 3 MP (2304 X 1296) 2.8 - 9MM VARIFOCAL 1-CAT6 CABLE N S 1-CAT6 CABLE CCTV SYSTEM CONNECTIVITY DIAGRAM NTS WW BAN SYMBOL LEGEND SYMBOL CC B EM DE=E DEBCRU'TION: TECHNOLOGY CONSULTANT CCN SYSTEM NETWORK VIDEO RECORDER (NVR) NV LLQER COL (MOUNTED IN EQUIPMENT RACK) - REQUIRED ICO P: 720-930-7775 POWER:1 DUPLEXOUTLET NS POE NETWORK SWITCH (MOUNTED IN EQUIPMENT IROIECTINFORMATION RACK) - REQUIRED POWER:1 DUPLEX OUTLET 1 1 CEILING MOUNTED FIXED POSITION POE I.P. DOME CAMERA(LEVEL- CAMERA NUMBER) /� C \j CEILING MOUNTED PAN, TILT, ZOOM (PTZ) POE C�2-1 I.P. Elm DOME CAMERA(LEVEL- CAMERA NUMBER) >W 1-2 WALL MOUNTED FIXED POSITION POE I.P. DOME WCAMERA(LEVEL-CAMERA NUMBER) 22 �j WALL MOUNTED PAN, TILT, ZOOM (PTZ) POE I.P. DOME CAMERA(LEVEL-CAMERA NUMBER) LU F- 9 CCN SYSTEM J -BOX CCTV SYSTEM PLAN NOTES 1. REFER TO CCTV COVER SHEET FOR STANDARD CCTV DEVICE MOUNTING HEIGHTS 2. REFER TO CCN DETAILS FOR CCN SYSTEM DIAGRAM 3. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDU IT AT SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR PROJECTARcwTECT TECHNOLOGY CONSULTANT SE EVERBAS iirE LLQER COL DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORMATION M /� C \j O O V / 00 O Elm QLu U) 0 W CcE LU CC Q O I-- LU = LU F- 2 L U LU N W Q OC W ~ U GW Q U Z Q _ r > co co ORIGINPLIBSWIYE. DATE: PERMIT SUBMITTAL 0 o G SYBIEM CE81R1ER AD SYSTEM REVIEWER. 08 ECB JOB NUMBER: ECS -3970 WI INFORMATIgJ WEETTIIE: CCTV SYSTEM SCHEDULE & CONNECTIVITY DETAIL wEETNUMBER TC6-0.0 T_�p M CCTV SYSTEM ONE -LINE DIAGRAM NTS WW WMI LEGEND' SYMBOL CC B EM DE=E DEBDRU'TION: TECHNOLOGY CONSULTANT CCN SYSTEM NETWORK VIDEO RECORDER (NVR) NV TAY COL (MOUNTED IN EQUIPMENT RACK) - REQUIRED ICO P: 720-930-7775 POWER:1 DUPLEXOUTLET NS POE NETWORK SWITCH (MOUNTED IN EQUIPMENT IROIECTINFORMATION RACK) -REQUIRED POWER:1 DUPLEX OUTLET 1 1 CEILING MOUNTED FIXED POSITION POE I.P. DOME CAMERA(LEVEL- CAMERA NUMBER) U) CEILING MOUNTED PAN, TILT, ZOOM (PTZ) POE C�2-1 I.P. DOME CAMERA(LEVEL- CAMERA NUMBER) >W 1-2 WALL MOUNTED FIXED POSITION POE I.P. DOME WCAMERA(LEVEL-CAMERA NUMBER) 22 �j WALL MOUNTED PAN, TILT, ZOOM (PTZ) POE I.P. DOME CAMERA(LEVEL-CAMERA NUMBER) Lu — F— 9 CCN SYSTEM J -BOX CCTV CABLE LEGEND _INE TYPE DESCRIPTION 1 -CAT6 CLE FOR CCTV CAT6 CAT6 DEVICE NTNTERCON EC $ NETWORK DEVICE INTERCONNECT mkyj III III IIT,U]91i]I:]q:1Yol., NETWORK DEVICE INTERCONNECT '4 DARK MMFI B E R—MMFI B E R FIBERS TO BE INCLUDED FOR FUTURE NETWORK EXPANSION CCTV SYSTEM PLAN NOTES 1. REFER TO CCTV COVER SHEET FOR STANDARD CCN DEVICE MOUNTING HEIGHTS 2. REFER TO CCTV DETAILS FOR CCTV SYSTEM DIAGRAM 3. CABLE B CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDU IT AT SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR PROJECTARcwTECT TECHNOLOGY CONSULTANT SE EV E EVERBAS TAY COL DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORMATION M CY) U) O (D 00 O U Q Lu 0 r^ U)�y0_ W LLLL `-U U) z Q LL O L.L. Lu — F— LU ww LLI N W Q OC W ~ U W V Q U Z Q _ r r' > co co ORIGINPLISSWIYE. DATE: PERMIT SUBMITTAL 0 o G SYBIEM CE81R1ER AD SYSTEM REVIEWER. CS ECB JOB NUMBER: ECS -3970 WI INFORMATIgJ WEETTIIE: CCN SYSTEM ONE -LINE DIAGRAM SHEETNUMBER TC7-0.0 PRGJECTARCHITECT AUDIO SYSTEM DRAWING INDEX AUDIO SYSTEM PLAN SYMBOL LEGEND: Sheet SYMBOL ELEVATION AUDIO SYSTEM DEVICE DESCRIPTION: DEVICE REQUIRED CABLING: Number Sheet Description Issuance Title Issue Date SIZING AS AV EQUIPMENT RACK (SEE ZONE DESCRIPTION FOR MOUNTING) - 1-CAT6 RACK TO NETWORK PATCH Technology Set - Audio System Sheets AV TAO -0.0 AUDIO SYSTEM COVER SHEET PERUBMITTAL NEEDED REQUIRED POWER: 1 FOURPLEX OUTLET ON DEDICATED CIRCUIT PANEL IN ASSOCIATED IDF ROOM MTS 08/28/20 TA2-1.1 LEVEL 1 -AUDIO SYSTEM LAYOUT PERMIT SUBMITTAL 08/28/20 TA2-4.1 LEVEL 4- AUDIO SYSTEM LAYOUT PERMIT SUBMITTAL 08/28/20 TA2-6.0 AUDIO SYSTEM SCHEDULES AND NARRATIVE PERMIT SUBMITTAL 08/28/20 SA -1 CEILING MOUNTED 70 VOLT SPEAKER 1-14/2 STRANDED TECHNOLOGY OONSULTANT (ZONE ID - SPEAKER NUMBER) AUDIO CABLE / EVERBASE mJmanrvo eOwTorve 7,,4.2 WALL MOUNTED 70 VOLT SPEAKER 1-14/2 STRANDED (ZONE ID - SPEAKER NUMBER) AUDIO CABLE DENVER ICO P: 720-930-7775 0:855-255-5521 70v A-3 PENDANT MOUNTED 70 VOLT SPEAKER 1-14/2 STRANDED WWW.EVERBASECONSULTING.COM (ZONE ID - SPEAKER NUMBER) AUDIO CABLE PROJEOTINFORMATION 7n0V D-1 LANDSCAPE 70 VOLT SPEAKER 1-14/2 STRANDED Ley (ZONE ID - SPEAKER NUMBER) AUDIO CABLE CD VC -1 ZONE VOLUME CONTROL 1-14/2 STRANDED AUDIO CABLE, 1-CAT6: o (ZONE ID - DEVICE NUMBER) BLUE, & 1-16/2 STRANDED FOR POWER p ao BTA -1 ZONE BLUETOOTH RECEIVER 1-3.5MM AUDIO CABLE & ® (ZONE ID 1-16/2 STRANDED FOR DEVICE NUMBER) POWER Lu CEILING MOUNTED 8 OHM STEREO SURROUND SPEAKER (ZONE 1-14/2 ss S-1 STRANDED (n 0 ID SPEAKER NUMBER) AUDIO CABLE W W E O WALL MOUNTED 8 OHM STEREO SURROUND SPEAKER (ZONE 1-14/2 STRANDED z Q ss S-2 LLj ID - SPEAKER NUMBER) AUDIO CABLE CC = ss S-3 PENDANT CEILING MOUNTED 8 OHM STEREO SURROUND SPEAKER 1-14/2 STRANDED O (ZONE ID - SPEAKER NUMBER) AUDIO CABLE W I-_ 2 WW N LU ss S-4 STEREO SURROUND SUBWOOFER 1-14/2 STRANDED Q fr gut (ZONE ID - SPEAKER NUMBER) AUDIO CABLE W 3: � V W Qz Z _ Q I > co co qqt STANDARD DATACOMM/NETWORK DEVICE MOUNTING HEIGHTS: ® ORIGINN ISSWNCE DATE. PERMIT SUBMITTAL I I I I I I H I = 0 W p 2 ¢ z Z CL W } J ¢_at} QmF U z W H L77 EIJP O PUSHPGR 0D _ 9 LL F = COORDINATE OUTLET HEIGHTS w doz aw z 0 WITH ELECTRICAL OUTLETS P o z W 2 14"X30" NON-METALLIC IN -UNIT H e L Jw 0 BVBTEM DESIGNER. MEDIA PANEL of o ¢ LL: Co d 4" ABOVE AD O Lo ¢ LL LL V! LL COUNTER -TOP svBTEM REVIEv.ER. MEDIA PANEL INSTALLATION TO v Z LL ¢ w ¢ cs INCLUDE J BOX $ F F O U (p EW JOB NUMBER' ~_ < ¢ iq REQUIRED POWER: DUPLEX OUTLET LL 3 ¢ N ECS -3970 CS TO BE PROVIDED BY ELECTRICAL W F w 4 COORDINATE OUTLET HEIGHTSCi N &IEErINPavMAnaN CONTRACTOR¢ _ ~ = q a ¢ W I I a = d WITH ELECTRICAL OUTLETS in x 3 3 wLD 0 ¢ ii w AUDIO SYSTEM COVER o w O W F = 0 LL = SHEET F 2 z Z Q z ¢ F ¢ ¢ J� (n Q JO a W=NUMBEn ¢ Oo W W O Z J .'- Z Q J Q U ¢ S � U O0 N TAO -0.0 A/V RACK NARRATIVE: LOCATED IN LV ROOM (LIMITED RESIDENT CONTROL ZONE A- PRIMARY AMENITY DEVICES: (4) CEILING MOUNTED SPEAKERS SOURCE: ZONE A STREAMING AUDIO RECEIVER ZONE B - LEVELI CREATIVE. DEVICES: (2) CEILING MOUNTED SPEAKERS SOURCE: ZONE B STREAMING AUDIO RECEIVER ZONE C-SUNROOM DEVICES: (4) CEILING MOUNTED SPEAKERS SOURCES: ZONE C STREAMING AUDIO RECEIVER ZONE D - BARJLOUNGE DEVICES: (4) CEILING MOUNTED SPEAKERS SOURCES: ZONE D STREAMING AUDIO RECEIVER ZONE E- DINING ROOM DEVICES: (2) CEILING MOUNTED SPEAKERS SOURCE: ZONE E STREAMING AUDIO RECEIVER (PRIMARY), BLUETOOTH RECEIVER (SECONDARY) ZONE F -FITNESS DEVICES: (4) CEILING MOUNTED SPEAKERS SOURCE: ZONE F STREAMING AUDIO RECEIVER ZONEG- MASSAGE DEVICES: (2) CEILING MOUNTED SPEAKER SOURCE: ZONE G STREAMING AUDIO RECEIVER (PRIMARY), BLUETOOTH RECEIVER (SECONDARY) ZONEH-YOGA DEVICES: (2) CEILING MOUNTED SPEAKERS SOURCE: ZONE H STREAMING AUDIO RECEIVER (PRIMARY), BLUETOOTH RECEIVER (SECONDARY) RACK MOUNTED POWER CONDITIONER REQUIRED FOR AUDIO EQUIPMENT DEVICES TO BE RACK MOUNTED ON COMMON BLACK METAL FLOOR RACK ALL STREAMING AUDIO RECEIVERS TO BE NETWORKED PARKING GARAGE L7 LEVEL 1 — AUDIO SYSTEM LAYOUT 1/8 we = 1 F-011 AUDIO PLAN SYMBOL LEGEND: SYMBOL AUDIO SYSTEM DEVICE DESCRIPTION: AV EQUIPMENT RACK (SEE ZONE AV DESCRIPTION FOR MOUNTING) - COaER COL REQUIRED POWER 1 FOURPLEX OUTLET ON DEDICATED CIRCUIT 19A -1 CEILING MOUNTED 70 VOLT SPEAKER W W W.EVERBASECONSULTING.COM (ZONE ID - SPEAKER NUMBER) A.3 WALL MOUNTED 70 VOLT SPEAKER M (ZONE ID - SPEAKER NUMBER) i A3 PENDANT CEILING MOUNTED 70 VOLT CD (D SPEAKER (ZONE ID - SPEAKER NUMBER) envoi LANDSCAPE 70 VOLT SPEAKER �j (ZONE ID - SPEAKER NUMBER) MA -1 ZONE VOLUME CONTROL 0 (ZONE ID - DEVICE NUMBER) ®A ZONE BLUETOOTH RECEIVER (ZONE ID - - F- DEVICE NUMBER) LLI CEILING MOUNTED 8 OHM STEREO ss si SURROUND SPEAKER (ZONE ID - OC SPEAKER NUMBER) WALL MOUNTED 8 OHM STEREO sass SURROUND SPEAKER (ZONE ID - SPEAKER NUMBER) PENDANT CEILING MOUNTED 8 OHM ss 6 STEREO SURROUND SPEAKER (ZONE > co ID - SPEAKER NUMBER) as s 4 STEREO SURROUND SUBWOOFER (ZONE ID - SPEAKER NUMBER) I_pl1]16104Zl:4:Y_l411WIi=[? 1. REFER TO AUDIO COVER SHEET FOR STANDARD AUDIO DEVICE MOUNTING HEIGHTS 2. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 3. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 4. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 5. ALL CABLING 15 TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 0 4 8 12 16 20 24 11811=11_0. SCALE FEET PROJECTARcwTECT TECHNOLOGY CONSULTANT E SE EVERBAS COaER COL DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROJECTINFORMATION M CY) U) CD (D 00 O ElmU Qr^ Lu VJ 0 W LL"'' LU rrQ O I-- LLQ Lu - F- LU wW LLI N LU Q OC W 3:~ U GW Q U Z Q _ r r' > co co ORI ISSDANCE DATE: PERMIT SUBMITTAL 0 o o SYBIEM CE81R1ER AD SYSTEM REMEMER'. CS ECB JOB NUMBER' ECS -3970 WI INFORMATIgJ WEETTIIE: LEVELI - AUDIO SYSTEM LAYOUT wEETNUMBER TA2-1.1 A/V RACK NARRATIVE: LOCATED IN IDF ROOM 184 (LIMITED RESIDENT CONTROL ZONE K - SUNSET ROOM DEVICES: (3) CEILING MOUNTED SPEAKERS SOURCE: ZONE K STREAMING AUDIO RECEIVER LOCATED IN OF ROOM 184 ON LEVEL 4 ZONE L -4TH LEVEL CONE DEVICES: (2) CEILING MOUNTED SPEAKERS SOURCE: ZONE L STREAMING AUDIO RECEIVER LOCATED IN OF ROOM 184 ON LEVEL RACK MOUNTED POWER CONDITIONER REQUIRED FOR AUDIO EQUIPMENT DEVICES TO BE RACK MOUNTED ON COMMON BLACK METAL FLOOR RACK ALL STREAMING AUDIO RECEIVERS TO BE NETWORKED LEVEL 4 - AUDIO SYSTEM LAYOUT 1/411 = 1 1.0 it 011 AUDIO PLAN SYMBOL LEGEND: SWBOL AUDIO SYSTEM DEVICE DESCRIPTION: AV EQUIPMENT RACK (SEE ZONE AV DESCRIPTION FOR MOUNTING) - _��� NLiSY fOLUTOM5 REQUIRED POWER:1 FOURPLEX OUTLET ON DEDICATED CIRCUIT 18A-1CEILING MOUNTED 70 VOLT SPEAKER W W W.EVERBASECONSULTING.COM (ZONE ID - SPEAKER NUMBER) Ie WALL MOUNTED 70 VOLT SPEAKER M (ZONE ID - SPEAKER NUMBER) dtA-B PENDANT CEILING MOUNTED 70 VOLT YY SPEAKER (ZONE ID - SPEAKER NUMBER) M LANDSCAPE 70 VOLT SPEAKER L (ZONE ID - SPEAKER NUMBER) y[Ai ZONE VOLUME CONTROL (ZONE ID - DEVICE NUMBER) ®A I ZONE BLUETOOTH RECEIVER (ZONE ID - — F— DEVICE NUMBER) LLI CEILING MOUNTED 8 OHM STEREO sss-i SURROUND SPEAKER (ZONE ID - OC SPEAKER NUMBER) WALL MOUNTED 8 OHM STEREO sss2 SURROUND SPEAKER (ZONE ID - W SPEAKER NUMBER) U Z PENDANT CEILING MOUNTED 8 OHM ss s.s STEREO SURROUND SPEAKER (ZONE > co ID - SPEAKER NUMBER) ss s.a STEREO SURROUND SUBWOOFER (ZONE ID - SPEAKER NUMBER) I_ll]I][eZei=1il:I:F_1oil[0 0 1. REFER TO AUDIO COVER SHEET FOR STANDARD AUDIO DEVICE MOUNTING HEIGHTS 2. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 3. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 4. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 5. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR FRMECTARCHITECT TECHNOLOGY CONSULTANT iir EVERBASE _��� NLiSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORMATION M cy) A U) o o ao O Q Lu 0 U)rm) W LL LU F— Q LL O "'' w Lu — F— LU ww LLI N W Q OC W 3:~ U W V Q U Z Q _ r r' > co co ORIGINN ISSDANQE DATE: PERMIT SUBMITTAL REVISION 0 o o SYSTEM DESIGNER AD SYSTEM REMEMER'. CS ECS JOB NUMBER' ECS -3970 WEETINFOMATIGN WEETTIIE: LEVEL 4 -AUDIO SYSTEM LAYOUT WEETNUMBGl TA2-4.1 AUDIO DEVICE SCHEDULE Audio Zone ID Audio Device Number Audio Speaker Number Family Description Comments A - PRIMARY AMENITY F-1 A-1 TA Ceiling Mounted 70v Speaker p�wA� CEILING MOUNTED 70 VOLT SPEAKER A - PRIMARY AMENITY (ZONE ID - SPEAKER NUMBER) A-2 TA Ceiling Mounted 70v Speaker M (ZONE ID -SPEAKER NUMBER) A - PRIMARY AMENITY PENDANT CEILING MOUNTED 70 VOLT A-3 TA Ceiling Mounted 70v Speaker >�on LANDSCAPE 70 VOLT SPEAKER A - PRIMARY AMENITY (ZONE ID - SPEAKER NUMBER) A-4 TA—Ceiling Mounted 70v Speaker 0 (ZONE ID - DEVICE NUMBER) B - LEVEL 1 CONF. B-0 F-5 TA—Zone Volume Control LLI CEILING MOUNTED 8 OHM STEREO B - LEVEL 1 CONF. G-1 B-1 TA Ceiling Mounted 70v Speaker WALL MOUNTED 8OHM STEREO B - LEVEL 1 CONF. G-2 B-2 TA Ceiling Mounted 70v Speaker U z PENDANT CEILING MOUNTED 8 OHM C - SUNROOM STEREO SURROUND SPEAKER (ZONE C-1 TA Ceiling Mounted 70v Speaker ss s< STEREO SURROUND SUBWOOFER C - SUNROOM (ZONE ID - SPEAKER NUMBER) C-2 TA Ceiling Mounted 70v Speaker C - SUNROOM H-1 C-3 TA Ceiling Mounted 70v Speaker C - SUNROOM H-2 C-4 TA Ceiling Mounted 70v Speaker D - BAR/LOUNGE D-1 H-3 TA—Zone Volume Control 0 D - BAR/LOUNGE D-2 TA_Ceiling Mounted 70v Speaker o o D - BAR/LOUNGE D-3 TA Ceiling Mounted 70v Speaker D - BAR/LOUNGE SYSTEM REVIEWER. D-4 TA Ceiling Mounted 70v Speaker CS ECS JOB NUMBER' D - BAR/LOUNGE WI INFORMATIGN D-5 TA Ceiling Mounted 70v Speaker AUDIO SYSTEM E - DINING ROOM E-1 TA Zone Volume Control TA2-6.0 E - DINING ROOM E-2 I TA_Zone Bluetooth Receiver E - DINING ROOM I E-3 I TA_Ceiling Mounted 70v Speaker E - DINING ROOM I E-4 I TA_Ceiling Mounted 70v Speaker OVERALL A/V RACK NARRATIVE: (LIMITED RESIDENT CONTROL ZONE A—PRIMARY AMEN ITY DEVICES: (4) CEILING MOUNTED SPEAKERS SOURCE: ZONE A STREAMING AUDIO RECEIVER ZONE B—LEVEL 1 CREATIVE. DEVICES: (2) CEILING MOUNTED SPEAKER SOURCE: ZONE B STREAMING AUDIO RECEIVER ZONE C—SUNROOM DEVICES: (4) CEILING MOUNTED SPEAKERS SOURCES: ZONE C STREAMING AUDIO RECEIVER ZONE D—BARILOUNGE DEVICES: (4) CEILING MOUNTED SPEAKERS SOURCES: ZONE D STREAMING AUDIO RECEIVER ZONE E—DINING ROOM DEVICES: (2) CEILING MOUNTED SPEAKERS SOURCE: ZONE E STREAMING AUDIO RECEIVER (PRIMARY), BLUETOOTH RECEIVER (SECONDARY) ZONE F—FITNESS DEVICES: (4) CEILING MOUNTED SPEAKERS SOURCE: ZONE F STREAMING AUDIO RECEIVER ZONEG- MASSAGE DEVICES: (2) CEILING MOUNTED SPEAKER SOURCE: ZONE G STREAMING AUDIO RECEIVER (PRIMARY), BLUETOOTH RECEIVER (SECONDARY) ZONEH-YOGA DEVICES: (2) CEILING MOUNTED SPEAKERS SOURCE: ZONE H STREAMING AUDIO RECEIVER (PRIMARY), BLUETOOTH RECEIVER (SECONDARY) ZONE K - SUNSET ROOM DEVICES: (3) CEILING MOUNTED SPEAKERS SOURCE: ZONE K STREAMING AUDIO RECEIVER LOCATED IN IDF ROOM 1a4 ON LEVEL ZONE L - 4TH LEVEL CONF. DEVICES: (2) CEILING MOUNTED SPEAKERS SOURCE: ZONE L STREAMING AUDIO RECEIVER LOCATED IN IDF ROOM I M ON LEVEL RACK MOUNTED POWER CONDITIONER REQUIRED FOR AUDIO EQUIPMENT DEVICES TO BE RACK MOUNTED ON COMMON BLACK METAL FLOOR RACK ALL STREAMING AUDIO RECEIVERS TO BE NETWORKED AUDIO DEVICE SCHEDULE Audio Zone ID Audio Device Number Audio Speaker Number Family Description Comments F - FITNESS F-1 TA Zone Volume Control p�wA� CEILING MOUNTED 70 VOLT SPEAKER F - FITNESS (ZONE ID - SPEAKER NUMBER) F-2 TA Ceiling Mounted 70v Speaker M (ZONE ID -SPEAKER NUMBER) F - FITNESS PENDANT CEILING MOUNTED 70 VOLT F-3 TA—Ceiling Mounted 70v Speaker >�on LANDSCAPE 70 VOLT SPEAKER F - FITNESS (ZONE ID - SPEAKER NUMBER) F-4 TA—Ceiling Mounted 70V Speaker 0 (ZONE ID - DEVICE NUMBER) F - FITNESS ZONE BLUETCOTH RECEIVER (ZONE ID - F-5 TA—Ceiling Mounted 70v Speaker LLI CEILING MOUNTED 8 OHM STEREO G - MASSAGE G-1 OC TA—Zone Volume Control WALL MOUNTED 8OHM STEREO G - MASSAGE G-2 W TA—Zone Bluetooth Receiver U z PENDANT CEILING MOUNTED 8 OHM G - MASSAGE STEREO SURROUND SPEAKER (ZONE G-3 TA Ceiling Mounted 70V Speaker ss s< STEREO SURROUND SUBWOOFER G - MASSAGE (ZONE ID - SPEAKER NUMBER) G-4 TA—Ceiling Mounted 70v Speaker H - YOGA H-1 TA Zone Volume Control H - YOGA H-2 TA—Zone Bluetooth Receiver H - YOGA H-3 TA Ceiling Mounted 70v Speaker 0 H - YOGA H-4 TA—Ceiling Mounted 70v Speaker o o K - SUNSET ROOM K-1 TA—Ceiling Mounted 70v Speaker K - SUNSET ROOM SYSTEM REVIEWER. K-2 TA Ceiling Mounted 70V Speaker CS ECS JOB NUMBER' K - SUNSET ROOM WI INFORMATIGN K-3 TA Ceiling Mounted 70v Speaker AUDIO SYSTEM L -4TH LEVEL CONF. L-1 TA_Zone Volume Control TA2-6.0 L -4TH LEVEL CONF. L-2 TA_Zone Bluetooth Receiver L -4TH LEVEL CONF. L-3 TA_Ceiling Mounted 70v Speaker L -4TH LEVEL CONF. L-4 TA_Ceiling Mounted 70v Speaker AUDIO PLAN SYMBOL LEGEND: SYMBOL AUDIO SYSTEM DEVICE DESCRIPTION: AV EQUIPMENT RACK (SEE ZONE AV DESCRIPTION FOR MOUNTING) - _� COaCOL REQUIRED POWER:1 FOURPLEX OUTLET ON DEDICATED CIRCUIT p�wA� CEILING MOUNTED 70 VOLT SPEAKER W W W.EVERBASECONSULTING.COM (ZONE ID - SPEAKER NUMBER) WALL MOUNTED 70 VOLT SPEAKER M (ZONE ID -SPEAKER NUMBER) NAa PENDANT CEILING MOUNTED 70 VOLT O (D SPEAKER (ZONE ID - SPEAKER NUMBER) >�on LANDSCAPE 70 VOLT SPEAKER CFS (ZONE ID - SPEAKER NUMBER) V(,AI ZONE VOLUME CONTROL 0 (ZONE ID - DEVICE NUMBER) BTA -i ZONE BLUETCOTH RECEIVER (ZONE ID - — F— DEVICE NUMBER) LLI CEILING MOUNTED 8 OHM STEREO qBJ SURROUND SPEAKER (ZONE ID - OC SPEAKER NUMBER) WALL MOUNTED 8OHM STEREO Qs -2 SURROUND SPEAKER (ZONE ID - W SPEAKER NUMBER) U z PENDANT CEILING MOUNTED 8 OHM STEREO SURROUND SPEAKER (ZONE PV ID - SPEAKER NUMBER) ss s< STEREO SURROUND SUBWOOFER Nt (ZONE ID - SPEAKER NUMBER) AUDIO GENERAL NOTES 1. REFER TO AUDIO COVER SHEET FOR STANDARD AUDIO DEVICE MOUNTING HEIGHTS 2. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 3. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 4. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 5. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR FROJECTARcwTECT TECHNOLOGY CONSULTANT E SER iir EVEBAS _� COaCOL DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM TROIECTINFORMATION M cY) U) O (D 00 O U Q LU 0 VJ 0 W CcE W C Q W O I-- W W — F— LU WW LLI N W Q OC W 3: l~^ vJ W V Q U z _ r \Q \ co co Nt ORI ISSDANCE DATE: PERMIT SUBMITTAL 0 o o SYSTEM DESIGNER AD SYSTEM REVIEWER. CS ECS JOB NUMBER' ECS -3970 WI INFORMATIGN WEETTRE: AUDIO SYSTEM SCHEDULES AND NARRATIVE GIEETNUMBER TA2-6.0 PRGJECTARcwTECT INTRUSION DETECTION SYSTEM DRAWING INDEX INTRUSION DETECTION PLAN SYMBOL LEGEND: Sheet SYMBOL ELEVATION INTRUSION DETECTION SYSTEM DEVICE DESCRIPTION: DEVICE REQUIRED CABLING: Number Sheet Description Issuance Title Issue Date Technology Set - Intrusion Detection System IDC INTRUSION DETECTION SYSTEM CONTROLLER 1-CAT6 TO PHONE BLOCK IN ASSOCIATED IDF TSO -0.0 INTRUSIONDETECTONSYSTEMCOVERSHEET PERMIT SUBMITTAL 08/28/20 (WALL MOUNTED) ROOM -REQUIRED POWER: 1 DUPLEX OUTLET TS2-1.1 LEVEL 1 - INTRUSION DETECTION SYSTEM LAYOUT PERMIT SUBMITTAL 08/28/20 TS7-0.0 INTRUSION DETECTION SYSTEM ONE -LINE DIAGRAM PERMIT SUBMITTAL 08/28/20 KP ooh INTRUSION DETECTION KEYPAD (WALL MOUNTED 1-22/4 STRANDED TO INTRUSION DETECTION TECHNOLOGY OONSVLTANT 00000 00000 WITH BUTTONS AT A.D.A. ACCESSIBLE HEIGHT) SYSTEM CONTROLLER 'TN 00000 EVERBASE NLTSY fOLUTOM5 DC G G DOOR CONTACT (MOUNTED TO DOOR FRAME) 1-22/4 STRANDED TO INTRUSION DETECTION DENVER ICO SYSTEM CONTROLLER P: 720-930-7775 0:855-255-5521 l Vtl 1-22/4 STRANDED TO INTRUSION DETECTION WW'EVERBASECONSULTING.COM MS MOTION SENSOR (WALL MOUNTED) SYSTEM CONTROLLER aETINroRM Twx VS MOTION SENSOR (WALL MOUNTED) 1-22/4 STRANDED TO INTRUSION DETECTION SYSTEM CONTROLLER M INTRUSION DETECTION SIREN (AT KEYPAD OR 1-16/2 STRANDED TO INTRUSION DETECTION CD WALL MOUNTED) SYSTEM CONTROLLER V J cp O U Lu Q 0 U)0 W °CE LU I-- �w Q= Ow 1- 2 Lu W N LUQ W 3~ V W Q U Z _ Q I > co co qqt STANDARD PEDESTRIAN DOOR DEVICE MOUNTING HEIGHTS: STANDARD VEHICLE GATE DEVICE MOUNTING HEIGHTS: ORIGINN ISSDANCE DATE: PERMIT SUBMITTAL CENTER ABOVE DRIVE -PATH REVISION DP (7 0 o@o of ° P HTO ® H 0 a T 0 ¢ G' O g - _ am o O W ® e GVBTEM DESIGNER: Z AD O LL S D LL ¢ ll w O IL SYSTEM REMEMBER' 0 ¢ m ¢ CS ^ N ECS JOB NUMBER' F a w LL o ECS -3970 < V LL aHEErwPavMAnaN Q = � r � sHEETTmE: w c(7 0 w¢ w INTRUSION DETECTION w = F = d = SYSTEM COVER SHEET w ~ ¢ w F w ¢m <Z Z ¢ ¢ (n EXFETNVMBFR 00 o w(n 0 <k o <<0 �m N¢¢ TSO -0.0 (Eek =Ae� ! K L NIG MECH 7s 3S - I I I I (Ee GC e J LEVEL 1 - INTRUSION DETECTION LAYOUT m 1/8 11 /811 = 11.0 11 1-011 N U L. I = G3 I ME - a9 WOMENS 18 -�61 - 5) -�- - - 2n (AGD) NJRUSIW C CJIox PW SYMBOL OEx SYMBOL NTRL910x DETECTIp1 SYSIEJA DEVICE DESCRIPUW: IDC INTRUSION DETECTION SYSTEM CONTROLLER (WALL MOUNTED) ICP INTRUSION DETECTION KEYPAD (WALL MOUNTED WITH BUTTONS AT A.D.A. ACCESSIBLE HEIGHT) COL DC DOOR CONTACT (MOUNTED TO DOOR FRAME) M© MOTION SENSOR (WALL MOUNTED) VS MOTION SENSOR (WALL MOUNTED) .SII INTRUSION DETECTION SIREN (AT KEYPAD OR WALL MOUNTED) 1. REFER TO INTRUSION DETECTION COVER SHEET FOR STANDARD INTRUSION DETECTION DEVICE MOUNTING HEIGHTS 2. REFER TO INTRUSION DETECTION FLOOR PLAN FOR INTRUSON DETECTION SYSTEM DETAILS 3. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 0 2 4 6 8 10 12 14 16 3/18" =1'0" SCALE FEET FRMECTARcwTECT TECHNOLOGY CONSULTANT SE EVER E EVERBAS COL DENVER CO P: 720-930-7775 0'855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORMATION M CY) U) CD (D ao O n U Q Lu 0 U) 0 W Ccrro LU F— Q O W Lu F— LU LU LLI N LU W �F- H U G LLI Q U 0 Z Q _ r > co co ORIGINN ISSDANCE DATE: PERMIT SUBMITTAL °04, doz SVBTEM DESIGNER AD BVBTEM REMEMER'. CS ECB JOB NUMBER: ECS -3970 WEE71NFOMATIGN WEETTTIE: LEVEL 1 -INTRUSION DETECTION SYSTEM LAYOUT WEETNUMBGl TS2-1 A LEVEL 1 - STAFF AREA KEYPAD WITH SIREN I KP LEVEL 1 -WORKROOM IDC 16/2 CABLE 22/4 CABLE IDC CAT6 CABLE TO PHONE BLOCK IN LV ROOM (SEE SHEET TS -101) - REQUIRED POWER: 1 DUPLEX OUTLET 22/4 CABLE LEVEL 1 - WORKROOM MS 22/4 CABLE LEVEL 1 -MANAGERS OFFICE DC 22/4 CABLE LEVEL 1 - MANAGERS OFFICE MS 22/4 CABLE LEVEL 1 -CONFERENCE ROOM DC 22/4 CABLE LEVEL 1 -CONFERENCE ROOM MS 22/4 CABLE LEVEL 1 - OFFICE DC 22/4 CABLE LEVEL 1 - OFFICE MS 22/4 CABLE 11 INTRUSION DETECTION SYSTEM ONE -LINE DIAGRAM NTS MDF ROOM 82 FUSIMC CJION PW SYMBOL IEGEx SYMBOL RTRUSPON DETE NON SVSIBA DEVICE DESCRIPTIO: IDC INTRUSION DETECTION SYSTEM CONTROLLER (WALL MOUNTED) ICP INTRUSION DETECTION KEYPAD (WALL MOUNTED WITH BUTTONS AT A.D.A. ACCESSIBLE HEIGHT) COaER COL DENVER DOOR CONTACT (MOUNTED TO DOOR FRAME) © MOTION SENSOR (WALL MOUNTED) VS MOTION SENSOR (WALL MOUNTED) IROJECTINFORMATION INTRUSION DETECTION SIREN (AT KEYPAD OR WALL MOUNTED) CABLELEGEND LINE TYPE DESCRIPTION CAT6 CAT6 16/2 16/2 22/4 22/4 1-CAT6 CABLE FOR INTRUSION DETECTION DEVICE INTERCONNECT & NETWORK DEVICE INTERCONNECT 1-16Y2 STRANDED TO INTRUSION DETECTION SYSTEM CONTROLLER 1-22/4 STRANDED TO INTRUSION DETECTION SYSTEM CONTROLLER 1. REFER TO INTRUSION DETECTION COVER SHEET FOR STANDARD INTRUSION DETECTION DEVICE MOUNTING HEIGHTS 2. REFER TO INTRUSION DETECTION FLOOR PLAN FOR INTRUSION DETECTION SYSTEM DETAILS 3. CABLE & CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED PRMECTARCHITECT TECHNOLOGY CONSULTANT E SE EVERBAS COaER COL DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROJECTINFORMATION M C /�\j O V / 00O U Q 0 U) 0 W LLC[: Lu rrQ LL O LU Lu F— LU LU W N LU Q OC W 3:~ U W Q U Z Q _ co co qct ORIGINN ISSDANCE DATE: PERMIT SUBMITTAL 0 ,9 cf doz G SYSTEM DESIGNER AD SYBTEM REMEMER'. CS ECB JOB NUMBER: ECS -3970 WEE71NFOMAnON WEETTTIE: INTRUSION DETECTION SYSTEM ONE -LINE DIAGRAM WEETNUMBER TS7-0.0 RRGJEGTumwiEGT ACCESS CONTROL SYSTEM DRAWING INDEX ACCESS CONTROL PLAN SYMBOL LEGEND: Sheet SYMBOL ELEVATION ACCESS CONTROL SYSTEM DEVICE DESCRIPTION: DEVICE REQUIRED CABLING: Number Sheet Description Issuance Title Issue Date ACCESS CONTROL PANEL & POWER SUPPLY 1-CAT6 RACK TO NETWORK SWITCH IN Technology Set- Access Control System AP# (WALL MOUNTED) - REQUIRED POWER: 1 DUPLEX ASSOCIATED IDF ROOM, 1-2 CONDUCTOR TRO-0.0 ACCESS CONTROL SYSTEM COVER SHEET PERMIT SUBMITTAL 08/28/20 OUTLET STRANDED CABLE TO FIRE ALARM RELAY TR2-0.1 BASEMENT - ACCESS CONTROL SYSTEM LAYOUT PERMIT SUBMITTAL 08/28/20 TR2-1.1 LEVELI- ACCESSCONTROLSYSTEMLAYOUT PERMIT SUBMITTAL 08/28/20 DOOR POSITION SENSOR (MOUNTED TO TR2-2.1 LEVEL2-ACCESSCONTROLSYSTEMLAYOUT PERMIT SUBMITTAL 08/28/20 DP RECESSED IN FRAME DOOR 1-22/2 STRANDED TO ASSOCIATED ACCESS TEGXWLWV fAN6VLTPM TR2-3.1 LEVEL 3- ACCESS CONTROL SYSTEM LAYOUT PERMIT SUBMITTAL 08/28/20 CONTROL PANEL �flECESSED IN DOOR FRAME ^'>�i•� TR2-4.1 LEVEL 4-ACCESS CONTROL SYSTEM LAYOUT PERMIT SUBMITTAL 08/28/20 ) EVERBASE TR6-0.0 ACCESS CONTROL SYSTEM DOOR &LOCK SCHEDULE PERMIT SUBMITTAL 08/28/20 PUSH TO REQUEST TO EXIT BUTTON (WALL MOUNTED `•-. "`�S° TMNS TRS-0.1 ACCESS CONTROL SYSTEM DOOR DETAILS PNMI1NMITTAL 08/28/20 EB WITH 1-18/4 STRANDED TO LOCK POWER TR6-0.2 ACCESS CONTROL SYSTEM DOOR DETAILS PERMIT SUBMITTAL 08/28/20 DENVER I CO TR7-0.0 ACCESS CONTROL SYSTEM ONE-LINE DIAGRAM PERMIT SUBMITTAL 08/28/20 EXIT BUTTON AT A.D.A. ACCESSIBLE HEIGHT) P: 720-930-7775 0:855-255-5521 ® INTERCOM (WALL MOUNTED WITH CALL BUTTON TYPICAL: 1 -CAT6,1-16/2, 2-16/4 TO RECEPTION WWW.EVERBASECONSULTING.COM IC AT A.D.A. ACCESSIBLE HEIGHT) LOCATION (CONFIRM WITH PRODUCT - LITERATURE) IRGJEGTINFGRM,TION SIZING AS DOOR HARDWARE POWER SUPPLY- COORDINATE COORDINATE REQUIRED CABLING WITH DOOR PS NEEDED REQUIRED POWER & MOUNTING WITH ELEC. HARDWARE VENDOR & ELECTRICAL CONTRACTOR (MUST BE ACCESSIBLE FOR MAINT.) CONTRACTOR M REx REQUEST TO EXIT MOTION SENSOR (WALL 1-22/4 STRANDED TO ASSOCIATED ACCESS o MOUNTED, CENTERED ABOVE DOOR) CONTROL PANELo ao RADIO FREQUENCY (RF) RECEIVER FOR VEHICLE GATE ( CONT STRANDED TO ASSOCIATED ACCESS RF a WALL MOUNT WITH LINE-OF-SITE TO � DRIVE -PATH) CONTROL PANEUGATE OPERATOR U Lu DIGITAL TELE-ENTRY (WALL MOUNTED WITH CALL TYPICAL: 1 -CAT6,1-16/2, 2-16/4 TO RECEPTION TE ® BUTTONS AT A.D.A. ACCESSIBLE HEIGHT) LOCATION (CONFIRM WITH PRODUCT Cc U 0LITERATURE) W W E ULTRA-HIGH FREQUENCY (UHF) RECEIVER FOR Z Q uHF VEHICLE GATE (WALL MOUNT WITH LINE-OF-SITE 1 22/8 STRANDED TO ASSOCIATED ACCESS F- LJJ TO DRIVE PATH) CONTROL PANEUGATE OPERATOR Q = oLu�: CREDENTIAL READER (WALL MOUNTED) W H 2 WW cR--9i CR-LEVEL-READER NUMBER ACCESS CONTROL COMPOSITE CABLE Q fr AP, ACCESS CONTROL PANEL NUMBER (18/4,22/4,22/2,22/3PR) SHIELDED READER FUNCTION: ONLINE (ONL) / STAND-ALONE (SA) W � ARCHITECTURAL DOOR NUMBERi`IiJLLI DOOR HARDWARE GROUP NUMBER 0 Z SIZING AS SINGLE-GANG BOX FOR ACCESS TO ACCESS INEENEENE Q 0 NEEDED ACCESS CONTROL SYSTEM J-BOX CONTROL DEVICE FROM CONDUIT > T co co qqt STANDARD PEDESTRIAN DOOR DEVICE MOUNTING HEIGHTS: STANDARD VEHICLE GATE DEVICE MOUNTING HEIGHTS: ORIGINN ISSDANCE DATE: ® CENTER ABOVE PERMIT SUBMITTAL ❑ DRIVE-P13 ATH DP REVISION 0 ❑PUSHTOL=9 Uo- EXIT 2 ® o (N'm Q — g W F 6V6 DESIGNER Z AD irD IL w O w 6VSSEMP EMER'. O Q ED Q CS C E6 JOB NUMBER' f U) LL O ECS-3970 � (� w � GIEEiINFGiMPTIGI = a 0 = 00LU w x ACCESS OL F sXEETmiE: =w d = w = SYSTEM COVOER SHEET LU = F w = ¢w a CI�� ¢m Z <Z Cc Go Z0 Q Mw 6XEaTxVMeEx 00 0 wo 8 zow 9 �8 woo Nm ED=`I TRO-0.0 f, BASEMENT -ACCESS CONTROL LAYOUT IF 1/16 11 = 11-01' �w ROL FUN Sr iEOEND: SYMBOL a EBB CONTROLS EM DEVICE DEs 1W 10J ACCESS CONTROL PANEL & POWER SUPPLY AP# (WALL MOUNTED)- REQUIRED POWER: I DUPLEX TAY SOLUTIONS OUTLET DP DOOR POSITION SENSOR (MOUNTED TO DOOR FRAME) EB REQUEST TO EXIT BUTTON (WALL MOUNTED WITH W W W.EVERBASECONSULTING.COM BUTTON AT A.D.A. ACCESSIBLE HEIGHT) IC INTERCOM (WALL MOUNTED WITH CALL BUTTON M AT A.D.A. ACCESSIBLE HEIGHT) DOOR HARDWARE POWER SUPPLY - COORDINATE PS REQUIRED POWER & MOUNTING WITH ELEC. O CONTRACTOR (MUST BE ACCESSIBLE FOR MAINT.) 0 REQUEST TO EXIT MOTION SENSOR (WALL �Lu V MOUNTED, CENTERED ABOVE DOOR) 0 DIGITAL TELE -ENTRY (WALL MOUNTED WITH CALL w BUTTONS AT A.D.A. ACCESSIBLE HEIGHT) ULTRA-HIGH FREQUENCY (UHF) RECEIVER FOR 0 VEH ICLE GATE (WALL MOUNT WITH UNE -OF -SITE W TO DRIVE -PATH) OC CREDENTIAL READER (WALL MOUNTED) CR -LEVEL -READER NUMBER ACCESS CONTROL PANEL NUMBER CR+m ML READER FUNCTION: ONLINE (ONL) /STAND-ALONE (SA) W ARCHITECTURAL DOOR NUMBER U Z DOOR HARDWARE DETAIL NUMBER ACCESS CONTROL NOTES 1. REFER TO ACCESS CONTROL COVER SHEET FOR STANDARD ACCESS CONTROL DEVICE MOUNTING HEIGHTS 2. REFER TO ACCESS CONTROL DETAIL SHEETS FOR ACCESS CONTROL DOORISYSTEM DETAILS & PANEL DIAGRAMS 3. CABLE& CONDU IT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 7. FAIL SAFE LOCATIONS REQUIRE POWER TO REMAIN LOCKED - DOOR SHALL UNLOCK WHILE REMAINING LATCHED WHEN POWER IS REMOVED BY ACCESS CONTROL PANEL VIA A POWER OUTAGE OR FIRE ALARM EVENT 8. WINDOW -TAG (TOLL -TAG) STYLE CREDENTIAL TO BE UTILIZED AT VEHICLE GATES WITH UHF RECEIVERS 9. ONE CREDENTIAL (FOB) TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 10. PHONE -BASED APP AS CREDENTIAL TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 0 5 10 15 20 25 30 35 40 1116" = 1'-0• SCALE FEET TROJECTARcwTECT TECHNOLOGY CONSULTANT EVEVERBASE TAY SOLUTIONS DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM TROIECTINFORMATION M /^, O V / O Elm U�� Q �Lu V U)00 W LLE LU CC Q OLL w we =ww N W Q OC W ~ U W V Q U Z Q _ r r' > co co ORI ISSDANCE DATE: PERMIT SUBMITTAL O o O SYSTEM CESIRIER AD SYSTEM REMEMER'. CS ECS JOB NUMBER: ECS -3970 WI INFORMATIgJ WEETTRE: BASEMENT -ACCESS CONTROL SYSTEM LAYOUT wEETNUMBER TR2-0.1 LEVEL 1 - ACCESS CONTROL LAYOU 1/16 11 = 11-011 ACCESS ROL PUN SY iEOEND: 8YMBa ACCESS CONTROLS EM DEWOE DESCRIPTION: ACCESS CONTROL PANEL & POWER SUPPLY AP# (WALL MOUNTED)- REQUIRED POWER: I DUPLEX _��� NLTSY fOLUTOM5 OUTLET DP DOOR POSITION SENSOR (MOUNTED TO DOOR FRAME) EB REQUEST TO EXIT BUTTON (WALL MOUNTED WITH W W W.EVERBASECONSULTING.COM BUTTON AT A.D.A. ACCESSIBLE HEIGHT) IC INTERCOM (WALL MOUNTED WITH CALL BUTTON M AT A.D.A. ACCESSIBLE HEIGHT) O") DOOR HARDWARE POWER SUPPLY - COORDINATE PS REQUIRED POWER & MOUNTING WITH ELEC. 00 O CONTRACTOR (MUST BE ACCESSIBLE FOR MAINT.) 0 REQUEST TO EXIT MOTION SENSOR (WALL Lu MOUNTED, CENTERED ABOVE DOOR) 0 DIGITAL TELE -ENTRY (WALL MOUNTED WITH CALL LL w BUTTONS AT A.D.A. ACCESSIBLE HEIGHT) — F— ULTRA-HIGH FREQUENCY (UHF) RECEIVER FOR 0 VEH ICLE GATE (WALL MOUNT WITH LINE-OFSITE W TO DRIVE -PATH) OC CREDENTIAL READER (WALL MOUNTED) CR -LEVEL -READER NUMBER ACCESS CONTROL PANEL NUMBER cR+m ML READER FUNCTION: ONLINE (ONL) ISTAND-ALONE (SA) W ARCHITECTURAL DOOR NUMBER U Z DOOR HARDWARE DETAIL NUMBER ACCESS CONTROL NOTES 1. REFER TO ACCESS CONTROL COVER SHEET FOR STANDARD ACCESS CONTROL DEVICE MOUNTING HEIGHTS 2, REFER TO ACCESS CONTROL DETAIL SHEETS FOR ACCESS CONTROL DOORISYSTEM DETAILS & PANEL DIAGRAMS 3. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 6. ALL CABLING 15 TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 7. FAIL SAFE LOCATIONS REQUIRE POWER TO REMAIN LOCKED - DOOR SHALL UNLOCK WHILE REMAINING LATCHED WHEN POWER IS REMOVED BY ACCESS CONTROL PANEL VIA A POWER OUTAGE OR FIRE ALARM EVENT B. WINDOW -TAG (TOLL -TAG) STYLE CREDENTIAL TO BE UTILIZED AT VEHICLE GATES WITH UHF RECEIVERS 9. ONE CREDENTIAL (FOB) TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 10. PHONE -BASED APP AS CREDENTIAL TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 0 5 10 15 20 25 30 35 40 1/16" = 1'40• SCALE FEET T«MECTARCHIECT TECHNOLOGY CONSULTANT EVERBASE _��� NLTSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM TRQIECTINFORMATION M O") U) (] (] 00 O U Q Lu U) 0 W LL LU F— Q LL O LL w Lu — F— LU ww LLI N W Q OC W ~ U W V Q U Z Q _ r r' > co co ORI ISSDANCE DATE: PERMIT SUBMITTAL 0 o o SYSTEM DESIGNER AD SYSTEM REVIEWER. CS ECS JOB NUMBER: ECS -3970 WI INFOFMATIGN WEETTRE: LEVELI- ACCESS CONTROL SYSTEM LAYOUT GIEETNUMBI TR2-1.1 LEVEL 2 - ACCESS CONTROL LAYOUT 1/16 11 = 11-011 � CONTROL FUN Sr i END: 8YMBCY ACCEBB CONTROL SYSTEM DEWOE DEB 1R 1DN: ACCESS CONTROL PANEL & POWER SUPPLY AP# (WALL MOUNTED)- REQUIRED POWER: I DUPLEX B>7TAY SOLUTIONS OUTLET DP DOOR POSITION SENSOR (MOUNTED TO DOOR FRAME) EB REQUEST TO EXIT BUTTON (WALL MOUNTED WITH W W W.EVERBASECONSULTING.COM BUTTON AT A.D.A. ACCESSIBLE HEIGHT) IC INTERCOM (WALL MOUNTED WITH CALL BUTTON M AT A.D.A. ACCESSIBLE HEIGHT) DOOR HARDWARE POWER SUPPLY - COORDINATE PS REQUIRED POWER & MOUNTING WITH ELEC. O CONTRACTOR (MUST BE ACCESSIBLE FOR MAINT.) 0 REQUEST TO EXIT MOTION SENSOR (WALL �Lu V MOUNTED, CENTERED ABOVE DOOR) 0 DIGITAL TELE -ENTRY (WALL MOUNTED WITH CALL w BUTTONS AT A.D.A. ACCESSIBLE HEIGHT) — F— ULTRA-HIGH FREQUENCY (UHF) RECEIVER FOR 0 VEH ICLE GATE (WALL MOUNT WITH UNE -OF -SITE W TO DRIVE -PATH) OC CREDENTIAL READER (WALL MOUNTED) CR -LEVEL -READER NUMBER ACCESS CONTROL PANEL NUMBER +m [CR ML READER FUNCTION: ONLINE (ONL) /STAND-ALONE (SA) W ARCHITECTURAL DOOR NUMBER U Z DOOR HARDWARE DETAIL NUMBER ACCESS CONTROL NOTES 1. REFER TO ACCESS CONTROL COVER SHEET FOR STANDARD ACCESS CONTROL DEVICE MOUNTING HEIGHTS 2. REFER TO ACCESS CONTROL DETAIL SHEETS FOR ACCESS CONTROL DOORISYSTEM DETAILS & PANEL DIAGRAMS 3. CABLE& CONDU IT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 7. FAIL SAFE LOCATIONS REQUIRE POWER TO REMAIN LOCKED - DOOR SHALL UNLOCK WHILE REMAINING LATCHED WHEN POWER IS REMOVED BY ACCESS CONTROL PANEL VIA A POWER OUTAGE OR FIRE ALARM EVENT 8. WINDOW -TAG (TOLL -TAG) STYLE CREDENTIAL TO BE UTILIZED AT VEHICLE GATES WITH UHF RECEIVERS 9. ONE CREDENTIAL (FOB) TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 10. PHONE -BASED APP AS CREDENTIAL TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 0 5 10 15 20 25 30 35 40 1116" =1'-0• SCALE FEET PROJECTARcwTECT TECHNOLOGY CONSULTANT EVERBASE B>7TAY SOLUTIONS DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM TROJECTINFORMATION M /^, O V / O Elm U�� Q �Lu V U)00 W LLE LU CC Q LL O w Lu — F— ww LU LLI N W Q OC W ~ U W V Q U Z Q _ r r' > co co ORI ISSDANCE DATE: PERMIT SUBMITTAL 0 o o SYSTEM CESIRIER AD SYSTEM REMEMER'. CS ECS JOB NUMBER: ECS -3970 WI INFORMATIgJ WEETTRE: LEVEL 2 -ACCESS CONTROL SYSTEM LAYOUT wEETNUMBER TR2-2.1 LEVEL 3 - ACCESS CONTROL LAYOUT 1/16 11 = 11-011 � CONTROL FUN Sr i END: 8YMBCY ACCEBB CONTROL SYSTEM DEWOE DEB 1R 1DN: ACCESS CONTROL PANEL & POWER SUPPLY AP# (WALL MOUNTED)- REQUIRED POWER: I DUPLEX B>7TAY SOLUTIONS OUTLET DP DOOR POSITION SENSOR (MOUNTED TO DOOR FRAME) EB REQUEST TO EXIT BUTTON (WALL MOUNTED WITH W W W.EVERBASECONSULTING.COM BUTTON AT A.D.A. ACCESSIBLE HEIGHT) IC INTERCOM (WALL MOUNTED WITH CALL BUTTON M AT A.D.A. ACCESSIBLE HEIGHT) DOOR HARDWARE POWER SUPPLY - COORDINATE PS REQUIRED POWER & MOUNTING WITH ELEC. O CONTRACTOR (MUST BE ACCESSIBLE FOR MAINT.) 0 REQUEST TO EXIT MOTION SENSOR (WALL �Lu V MOUNTED, CENTERED ABOVE DOOR) 0 DIGITAL TELE -ENTRY (WALL MOUNTED WITH CALL w BUTTONS AT A.D.A. ACCESSIBLE HEIGHT) — F— ULTRA-HIGH FREQUENCY (UHF) RECEIVER FOR 0 VEH ICLE GATE (WALL MOUNT WITH UNE -OF -SITE W TO DRIVE -PATH) OC CREDENTIAL READER (WALL MOUNTED) CR -LEVEL -READER NUMBER ACCESS CONTROL PANEL NUMBER +m [CR ML READER FUNCTION: ONLINE (ONL) /STAND-ALONE (SA) W ARCHITECTURAL DOOR NUMBER U Z DOOR HARDWARE DETAIL NUMBER ACCESS CONTROL NOTES 1. REFER TO ACCESS CONTROL COVER SHEET FOR STANDARD ACCESS CONTROL DEVICE MOUNTING HEIGHTS 2. REFER TO ACCESS CONTROL DETAIL SHEETS FOR ACCESS CONTROL DOORISYSTEM DETAILS & PANEL DIAGRAMS 3. CABLE& CONDU IT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 7. FAIL SAFE LOCATIONS REQUIRE POWER TO REMAIN LOCKED - DOOR SHALL UNLOCK WHILE REMAINING LATCHED WHEN POWER IS REMOVED BY ACCESS CONTROL PANEL VIA A POWER OUTAGE OR FIRE ALARM EVENT 8. WINDOW -TAG (TOLL -TAG) STYLE CREDENTIAL TO BE UTILIZED AT VEHICLE GATES WITH UHF RECEIVERS 9. ONE CREDENTIAL (FOB) TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 10. PHONE -BASED APP AS CREDENTIAL TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 0 5 10 15 20 25 30 35 40 1116" =1'-0• SCALE FEET PROJECTARcwTECT TECHNOLOGY CONSULTANT EVERBASE B>7TAY SOLUTIONS DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM TROJECTINFORMATION M /^, O V / O Elm U�� Q �Lu V U)00 W LLE LU CC Q LL O w Lu — F— ww LU LLI N W Q OC W ~ U W V Q U Z Q _ r r' > co co ORI ISSDANCE DATE: PERMIT SUBMITTAL 0 o o SYSTEM CESIRIER AD SYSTEM REMEMER'. CS ECS JOB NUMBER: ECS -3970 WI INFORMATIgJ WEETTRE: LEVEL 3 -ACCESS CONTROL SYSTEM LAYOUT wEETNUMBER TR2-3.1 LEVEL 4 - ACCESS CONTROL LAYOUT 1/16 11 = 11-011 � CONTROL FUN Sr i END: 8YMBCY ACCEBB CONTROL SYSTEM DEWOE DEB 1R 1DN: ACCESS CONTROL PANEL & POWER SUPPLY AP# (WALL MOUNTED)- REQUIRED POWER: I DUPLEX B>7TAY SOLUTIONS OUTLET DP DOOR POSITION SENSOR (MOUNTED TO DOOR FRAME) EB REQUEST TO EXIT BUTTON (WALL MOUNTED WITH W W W.EVERBASECONSULTING.COM BUTTON AT A.D.A. ACCESSIBLE HEIGHT) IC INTERCOM (WALL MOUNTED WITH CALL BUTTON M AT A.D.A. ACCESSIBLE HEIGHT) DOOR HARDWARE POWER SUPPLY - COORDINATE PS REQUIRED POWER & MOUNTING WITH ELEC. O CONTRACTOR (MUST BE ACCESSIBLE FOR MAINT.) 0 REQUEST TO EXIT MOTION SENSOR (WALL �Lu V MOUNTED, CENTERED ABOVE DOOR) 0 DIGITAL TELE -ENTRY (WALL MOUNTED WITH CALL w BUTTONS AT A.D.A. ACCESSIBLE HEIGHT) — F— ULTRA-HIGH FREQUENCY (UHF) RECEIVER FOR 0 VEH ICLE GATE (WALL MOUNT WITH UNE -OF -SITE W TO DRIVE -PATH) OC CREDENTIAL READER (WALL MOUNTED) CR -LEVEL -READER NUMBER ACCESS CONTROL PANEL NUMBER +m [CR ML READER FUNCTION: ONLINE (ONL) /STAND-ALONE (SA) W ARCHITECTURAL DOOR NUMBER U Z DOOR HARDWARE DETAIL NUMBER ACCESS CONTROL NOTES 1. REFER TO ACCESS CONTROL COVER SHEET FOR STANDARD ACCESS CONTROL DEVICE MOUNTING HEIGHTS 2. REFER TO ACCESS CONTROL DETAIL SHEETS FOR ACCESS CONTROL DOORISYSTEM DETAILS & PANEL DIAGRAMS 3. CABLE& CONDU IT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 7. FAIL SAFE LOCATIONS REQUIRE POWER TO REMAIN LOCKED - DOOR SHALL UNLOCK WHILE REMAINING LATCHED WHEN POWER IS REMOVED BY ACCESS CONTROL PANEL VIA A POWER OUTAGE OR FIRE ALARM EVENT 8. WINDOW -TAG (TOLL -TAG) STYLE CREDENTIAL TO BE UTILIZED AT VEHICLE GATES WITH UHF RECEIVERS 9. ONE CREDENTIAL (FOB) TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 10. PHONE -BASED APP AS CREDENTIAL TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 0 5 10 15 20 25 30 35 40 1116" =1'-0• SCALE FEET PROJECTARcwTECT TECHNOLOGY CONSULTANT EVERBASE B>7TAY SOLUTIONS DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM TROJECTINFORMATION M /^, O V / O Elm U�� Q �Lu V U)00 W LLE LU CC Q LL O w Lu — F— ww LU LLI N W Q OC W ~ U W V Q U Z Q _ r r' > co co ORI ISSDANCE DATE: PERMIT SUBMITTAL 0 o o SYSTEM CESIRIER AD SYSTEM REMEMER'. CS ECS JOB NUMBER: ECS -3970 WI INFORMATIgJ WEETTRE: LEVEL 4 -ACCESS CONTROL SYSTEM LAYOUT wEETNUMBER TR2-4.1 ACCESS CONTROL DEVICE SCHEDULE CREDENTIAL AC LOCK READER DOOR READER ID PANEL LOCKING DEVICE FUNCTION FUNCTION DOOR TYPE HARDWARE NOTES DETAIL LEVEL ARCH DOOR NUMBER DOOR DESCRIPTION BASEMENT 008 BASEMENT NE STORAGE ENTRY CR -0-1 - BATTERY OPERATED LEVER SET FAIL SECURE SA SINGLE TR6-0.1 - 4 P9 BASEMENT 004a BASEMENT NE ENTRY CR -0-2 - BATTERY OPERATED LEVER SET WITH EXIT DEVICE FAIL SECURE SA SINGLE TR6-0.2 - 1 TO DRIVE -PATH) BASEMENT 007 BASEMENT NE ENTRY CR -0-3 - BATTERY OPERATED LEVER SET FAIL SECURE SA SINGLE TR6-0.1 - 4 WJ-�� BASEMENT S004a STAIR 4- EXTERIOR ENTRY CR -0-4 - BATTERY OPERATED LEVER SET WITH EXIT DEVICE FAIL SECURE SA SINGLE TR6-0.2- 1 BASEMENT 003 BASEMENT WORKSHOP ENTRY CR -0-5 API ELECTRIFIED EXIT DEVICE WITH VERTICAL RODS FAIL SECURE ONL DOUBLE TR6-0.1 - 3 CREDPRCAL PARD OFT ACCESSER- BASEMENT 003a BASEMENT DOG WASH CR -0-6 - BATTERY OPERATED LEVER SET FAIL SECURE SA SINGLE TR6-0.1 - 4 BASEMENT 001 BASEMENT NW STORAGE ENTRY CR -0-7 - BATTERY OPERATED LEVER SET WITH EXIT DEVICE FAIL SECURE SA SINGLE TR6-0.2 - 1 LEVEL 1 101 MAIN ENTRANCE CR -1-1 AP1 DOOR OPERATOR FAIL SECURE ONL SLIDING --- DIGITAL VISITOR ENTRY LEVELI G-1 PATIO ENTRY GATE CR -1-2 API PEDESTRIAN GATE - SINGLE FAILSECURE ONL SINGLE TR6-0.2-2 ACCESS CONTROL LEVEL 1 108 WORKROOM CR -1-3 API ELECTRIC STRIKE WITH STOREROOM FUNCTION LEVER SET FAIL SECURE ONL SINGLE TR6-0.1 - 2 LEVEL 1 103 CONFERENCE ROOM CR -1-4 AP1 ELECTRIC STRIKE WITH STOREROOM FUNCTION LEVER SET FAIL SECURE ONL SINGLE TR6-0.1 - 2 LEVEL 1 S101a STAIR 1 EXTERIOR ENTRY CR -1-5 API ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 1 118b NW HALL- POOL ENTRY- IN CR -1-6a API ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 1 118b NW HALL- POOL ENTRY -OUT CR -1-6b API ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 - 1 LEVEL 1 104 MGR OFFICE CR -1-7 AP1 ELECTRIC STRIKE WITH STOREROOM FUNCTION LEVER SET FAIL SECURE ONL SINGLE TR6-0.1 - 2 LEVEL 1 G102 LEVEL 1 GARAGE - ELEVATOR LOBBY CR -1-8 API ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 1 Sl 03a STAIR 3 EXTERIOR ENTRY CR -1-9 AP3 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 1 G104 LEVEL 1 - SE GARAGE ENTRY DOOR CR -1-10 AP3 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 1 122 SOUTH COURTYARD ENTRY CR -1-11 AP1 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 1 Sl 02a STAIR 2 EXTERIOR ENTRY CR -1-12 AP2 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 1 102 OFFICE CR -1-13 AP2 ELECTRIC STRIKE WITH STOREROOM FUNCTION LEVER SET FAIL SECURE ONL SINGLE TR6-0.1 - 2 LEVEL 1 120a LOUNGE FROM PATIO CR -1-14 AP2 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 1 119 BAR FROM PATIO CR -1-15 AP2 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 1 115 MASSAGE CR -1-16 AP2 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 1 116 FITNESS CR -1-17 AP2 ELECTRIC STRIKE WITH STOREROOM FUNCTION LEVER SET FAIL SECURE ONL SINGLE TR6-0.1 - 2 LEVEL 1 117 YOGA ROOM CR -1-18 AP2 ELECTRIC STRIKE WITH STOREROOM FUNCTION LEVER SET FAIL SECURE ONL SINGLE TR6-0.1 - 2 LEVEL 1 116a FITNESS FROM HALL CR -1-19 AP2 ELECTRIC STRIKE WITH STOREROOM FUNCTION LEVER SET FAIL SECURE ONL SINGLE TR6-0.1 - 2 LEVEL 1 G100 LEVEL 1 - SW GARAGE ENTRY DOOR CR -1-20 AP3 GATE OPERATOR FAIL SECURE ONL ROLL -UP VEH GATE TR6-0.2 - 3 UHF RECEIVER LEVEL 2 G202 LEVEL 2- NE GARAGE ENTRY DOOR CR -2-1 AP2 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 2 G204 LEVEL 2 - SE GARAGE ENTRY DOOR CR -2-2 AP3 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 3 G302 LEVEL 3 - NE GARAGE ENTRY DOOR CR -3-1 AP2 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 3 G304 LEVEL 3 - SE GARAGE ENTRY DOOR CR -3-2 AP3 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 4 G403 LEVEL 4 - NE GARAGE ENTRY DOOR CR -4-1 AP2 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 4 G401 LEVEL 4 - SE GARAGE ENTRY DOOR CR -4-2 AP3 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 4 410 SUNSET ROOM SOUTH ENTRY CR -4-3 AP3 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 LEVEL 4 410e SUNSET ROOM NORTH ENTRY CR -4-4 AP3 ELECTRIC STRIKE WITH EXIT DEVICE FAIL SECURE ONL SINGLE TR6-0.1 -1 TECHNOLOGY CONTRACTOR PROVIDES: CREDENTIALS, CREDENTIAL READER, DOOR POSITION SENSOR, REQUEST TO EXIT SENSOR, ACCESS CONTROL PANEL, NETWORK SWITCH DOOR HARDWARE CONTRACTOR PROVIDES: ELECTRONIC LOCK, EXIT DEVICE, LEVER TRIM/LEVER SET, POWER SUPPLY (IF APPLICABLE PER CONDITION) REX 1-22/4 C CR -1-01 1-22/3PR - AP1 - ONL ELECTRIC LOCKING HARDWARE 1-18/4 C ACCESS CONTROL SYSTEM CONNECTIVITY DIAGRAM NTS R.A. COMPOSITE AP# ACCESS O W TROL F AN BYMC0. LEGEND: SYMBOL ACCESS CONTROL SYSTEM DEVICE DESCRIPTION: CAT6 ACCESS CONTROL PANEL & POWER SUPPLY APR (WALL MOUNTED)- REQUIRED POWER: I DUPLEX COMPOSITE CABLE (1814, OUTLET DP DOOR POSITION SENSOR (MOUNTED TO DOOR FRAME) EB REQUEST TO EXIT BUTTON (WALL MOUNTED WITH BUTTON AT A.D.A. ACCESSIBLE HEIGHT) IC INTERCOM (WALL MOUNTED WITH CALL BUTTON AT A.D.A. ACCESSIBLE HEIGHT) P9 DOOR HARDWARE POWER SUPPLY -COORDINATE REQUIRED POWER & MOUNTING WITH ELEC. NETWORK CNDEVICE" CONTRACTOR (MUST BE ACCESSIBLE FOR MAINT.) 0 REQUEST TO EXIT MOTION SENSOR (WALL MOUNTED, CENTERED ABOVE DOOR) TE DIGITAL TELE -ENTRY (WALL MOUNTED WITH CALL BUTTONS AT A.D.A. ACCESSIBLE HEIGHT) ❑ ULTRA-HIGH FREQUENCY (UHF) RECEIVER FOR VEHICLE GATE (WALL MOUNT WITH LINE -OF -SITE TO DRIVE -PATH) COMPOSITE CABLE (18/4, CREDENTIAL READER (WALL MOUNTED( CR LEVEL READER NUMBER ACCESS CONTROL PANEL NUMBER READER FUNCTION: ONLINE (ONE) / STAND-ALONE (SA) wH.oi - AC COMP ARCHITECTURAL DOOR NUMBER F- DOOR HARDWARE DETAIL NUMBER CABLELEGEND ACCESS CONTROL GEN NOTES 1. REFER TO ACCESS CONTROL FLOOR PLAN SHEETS FOR ACCESS CONTROL DEVICE LAYOUT 2. REFER TO ACCESS CONTROL DETAIL SHEETS FOR ACCESS CONTROL DOORISVSTEM DETAILS & PANEL DIAGRAMS 3. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 7. FAIL SAFE LOCATIONS REQUIRE POWER TO REMAIN LOCKED - DOOR SHALL UNLOCK WHILE REMAINING LATCHED WHEN POWER IS REMOVED BY ACCESS CONTROL PANEL VIA A POWER OUTAGE OR FIRE ALARM EVENT 8. WINDOW -TAG (TOLL -TAG) STYLE CREDENTIAL TO BE UTILIZED AT VEHICLE GATES WITH UHF RECEIVERS 9. COORDINATE ELEVATOR TRAVEL CABLE REQUIREMENTS WITH ELEVATOR CONTRACTOR TO SUPPORT CALL - BUTTON AND/OR IN -CAB CREDENTIAL READER 10. ONE CREDENTIAL (FOB) TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 11. PHONE -BASED APP AS CREDENTIAL TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS FROJECTARcw1ECT 22/2 1-CAT6 CABLE FOR CAT6 CAT6 DATAMETWORK DEVICE INTERCONNECT& EVER SE EVERBAS iirE COMPOSITE CABLE (1814, NETWORK DEVICE CO P: 720-930-7775 INTERCONNECT 0:855-255-5521 W W W.EVERBASECONSULTING.COM 1-MULTIMODE FIBER FOR MMFIBER MMFIBER NETWORK CNDEVICE" 1-22/4 CABLE TO EXIT DARK FIBERS TO BE 22/4 22/4 INCLUDED FOR FUTURE Elm NETWORK EXPANSION COMPOSITE CABLE (18/4, U) 1 -ACCESS CONTROL AC COMP AC COMP COMPOSITE CABLE (18/4, F- LU ww 22/422/?2 GPR) N WJ-�� SHIELDED 1-22/8 SHIELDED CABLE W 3: 1-18/4 CABLE TO 18/4 18/4 ELECTRIFIED O PARTOF W 0 HARDWARE ACCESS CONTROL GEN NOTES 1. REFER TO ACCESS CONTROL FLOOR PLAN SHEETS FOR ACCESS CONTROL DEVICE LAYOUT 2. REFER TO ACCESS CONTROL DETAIL SHEETS FOR ACCESS CONTROL DOORISVSTEM DETAILS & PANEL DIAGRAMS 3. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 7. FAIL SAFE LOCATIONS REQUIRE POWER TO REMAIN LOCKED - DOOR SHALL UNLOCK WHILE REMAINING LATCHED WHEN POWER IS REMOVED BY ACCESS CONTROL PANEL VIA A POWER OUTAGE OR FIRE ALARM EVENT 8. WINDOW -TAG (TOLL -TAG) STYLE CREDENTIAL TO BE UTILIZED AT VEHICLE GATES WITH UHF RECEIVERS 9. COORDINATE ELEVATOR TRAVEL CABLE REQUIREMENTS WITH ELEVATOR CONTRACTOR TO SUPPORT CALL - BUTTON AND/OR IN -CAB CREDENTIAL READER 10. ONE CREDENTIAL (FOB) TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 11. PHONE -BASED APP AS CREDENTIAL TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS FROJECTARcw1ECT 22/2 -22/2 OF ACCESS CONTROL TECHNOLOGY CONSULTANT EVER SE EVERBAS iirE COMPOSITE CABLE (1814, DENVER CO P: 720-930-7775 224t,222, 2W3PR) 0:855-255-5521 W W W.EVERBASECONSULTING.COM FROJECTINFORMATION SHIELDED M 1-22/4 CABLE TO EXIT A U) 22/4 22/4 SENR - PART OF ACCESS CONTROL Elm Q COMPOSITE CABLE (18/4, U) 0_y W LL W CC Q O 22/4,= 22/3PR) W F- LU ww SHIELDED N WJ-�� Q 1-22/8 SHIELDED CABLE W 3: o 22/8 p 22/8 TO UHF RECEIVER/ELEVATOR G W 0 CONTROLLER Q _■ � LL_ INTERFACE PANEL N co EAD 1-CAT6 CABLE 22/3PR 22/3PR CREDPRCAL PARD OFT ACCESSER- CONTROL COMPOSITE CABLE (18/4,2W4,= 22BPR) SHIELDED 2 CONDUCTOR STRANDED CABLE 1-16 AWG STRANDED 16AWG 16AWG CABLE CUT Wl PAVEMENT TO EXITO TO FIRE ALARM RELAY o o LOOP DETECTOR SYSTEM CEBIRIER MODULE - TO BE AD SYSTEM REVIEAER'. PROVIDED BY GATE CS ECB JOB NUMBER: ECS -3970 CONTRACTOR ACCESS CONTROL GEN NOTES 1. REFER TO ACCESS CONTROL FLOOR PLAN SHEETS FOR ACCESS CONTROL DEVICE LAYOUT 2. REFER TO ACCESS CONTROL DETAIL SHEETS FOR ACCESS CONTROL DOORISVSTEM DETAILS & PANEL DIAGRAMS 3. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 7. FAIL SAFE LOCATIONS REQUIRE POWER TO REMAIN LOCKED - DOOR SHALL UNLOCK WHILE REMAINING LATCHED WHEN POWER IS REMOVED BY ACCESS CONTROL PANEL VIA A POWER OUTAGE OR FIRE ALARM EVENT 8. WINDOW -TAG (TOLL -TAG) STYLE CREDENTIAL TO BE UTILIZED AT VEHICLE GATES WITH UHF RECEIVERS 9. COORDINATE ELEVATOR TRAVEL CABLE REQUIREMENTS WITH ELEVATOR CONTRACTOR TO SUPPORT CALL - BUTTON AND/OR IN -CAB CREDENTIAL READER 10. ONE CREDENTIAL (FOB) TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 11. PHONE -BASED APP AS CREDENTIAL TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS FROJECTARcw1ECT TECHNOLOGY CONSULTANT EVER SE EVERBAS iirE COL DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM FROJECTINFORMATION M CY) A U) O (D 00O Elm Q U) 0_y W LL W CC Q O LL LU W F- LU ww LLI N WJ-�� Q LL W 3: lFl-^ v ) G W 0 U Z Q _■ � LL_ > co co ORI ISSANCE. DATE: PERMIT SUBMITTAL 0 o o SYSTEM CEBIRIER AD SYSTEM REVIEAER'. CS ECB JOB NUMBER: ECS -3970 &IEE INFORMATION WEETTHIE: ACCESS CONTROL SYSTEM DOOR & LOCK SCHEDULE SHEETNUMBER TR6-0.0 NON -SECURED SIDE OF DOOR - RESTRICTED ENTRY ENTRY AT WOR WITH FAIL SECURE ELECTRIC STRIKE: ACCESS CONTROL SERVER AUTHENTICATES CREDENTIAL ACCESS CONTROL PANEL TRIGGERS POWER TO ELECTRIC STRIKE ELECTRIC STRIKE IS ENERGIZED WITH 24V DC DOOR IS UNLOCKED/UNSECURED. ALLOWING ENTRY ELECTRIC STRIKE IS DEENERGIZED DOOR IS LWKEDISECURED AN ALERT IS TO BE GENERATED TO FACIUTIES MANAGEMENT IF THE DOOR REMAINS OPEN PASTA PROGRAMMABLE AMOUNT OF TIME ELECTRIC STRIKE WITH EXIT DEVICE NTS SECURED SIDE OF DOOR - FREE -EGRESS EGRESS FROM DOOR WITH EXR DEVICE: • FRESSPUSHPADONEXITDEVICE • DOOR LATCH RETRACTS ALLOWING DOOR TO OPEN • PLLWORSTOHVEMECWINICALFREEEGRESSATPI MES EGRESS FROM DOOR WITH REQUEST TO EXIT MOTION SENSOR: • APPROACH DOOR TO TRIGGER REQUEST TO EXIT MOTION SENSOR • ACCESS CONTROL PANEL TRIGGERS POWER TO ELECTRIC STRIKE • ELECTRIC STRIKE IS ENERGIZED WITH 24V DC • DOOR IS UNLOCKEDNNSECURED, ALLOWING ENTRY • ELECTRIC STRIKE IS DEENERGIZED • DOOR IS LOCKEDBECURED • ALL DOORS TO HAVE MECHANICAL- FREE EGRESS AT ALL TIMES F DEVICE NON -SECURED SIDE OF DOOR - RESTRICTED ENTRY ENTRY AT DOOR WITH FAIL SECURE ELECTRIFIED EXIT DEVICE WITH VERTICAL ROM: • PRESENT CREDENTIAL AT READER • ACCESS CONTROL SERVER AUTHENTICATES CREDENTIAL • ACCESS CONTROL PANEL TRIGGERS POWER TO ELECTRIFIED EXIT DEVICE • ELECTRIFIED EXIT DEVICE IS ENERGIZED, LEVER SET ENGAGES VERTICAL RODS • WOR IS UNLOCKEDNNSECURED, ALLOWING ENTRY • ELECTRIFIED EXIT DEVICE IS DEENERGIZED WITH 24V DQ LEVER SET DISENGAGES VERTICAL RODS • WOR IS LOCKEDISECURED • AN ALERT IS TO BE GENERATED TO FACILITIES MANAGEMENT IF THE DOOR REMAINS OPEN PASTA PROGRAMMABLE AMOUNT OF TIME SECURED SIDE OF DOOR - FREE -EGRESS EGRESS FROM DOOR WITH EXIT DEVICE: • PRESSPUSHPADONEXITDEMCE ALL DORS TO HAVE DOOR TO OPEN ALLTIMES D RODS --D EMT DEVICE EGRESS FROM DOOR WITH REQUEST TO EXIT MOTION SENSOR'. • ACCESS CONTROL PANEL TRIGGERS POWER TO ELECTRIFIED EXIT DEVICE • ELECTRIFIED EXIT DEVICE IS ENERGIZED, LEVER SET ENGAGES VERTICAL ROM • WOR IS UNLOCKEDNNSECURED, ALLOWING ENTRY • ELECTRIFIED EXIT DEVICE IS DEENERGIZED WITH 24V DC, LEVER SET DISENGAGES VERTICAL RODS • WOR IS LOCKED/SECURED • ALL DOORS TO HAVE MECHANICAL -FREE EGRESS AT ALL TIMES ELECTRIFIED EXIT DEVICE WITH VERTICAL RODS NTS LEVER SET NON -SECURED SIDE OF DOOR - RESTRICTED ENTRY ENTRY AT DOOR WITH FAIL SECURE ELECTRIC STRIKE: • PRESENT CREDENTIAL AT READER • ACCESS CONTROL SERVER AUTHENTICATES CREDENTIAL • ACCESS CONTROL PANEL TRIGGERS POWER TO ELECTRIC STRIKE • ELECTRIC STRIKE IS ENERGIZED WITH 24V DC • WOR IS UNLOCKEDNNSECURED, ALLOWING ENTRY • ELECTRIC STRIKE IS DEENERGIZED • WOR IS LOCKED/SECURED • AN ALERT IS TO BE GENERATED TO FACILITIES MANAGEMENT IF THE DOOR REMAINS OPEN PASTA PROGRAMMABLE AMOUNT OF TIME SECURED SIDE OF DOOR - FREE -EGRESS EGRESS FROM DOOR WITH STOREROOM FUNCTION LEVER SET • ROTATE STOREROOM FUNCTION LEVER SET LEVER/WINDLE DOWNWARD DE5•'�'�l-i9 if ALLTIMES EGRESS FROM DOOR WITH REQUEST TO EXIT MOTION SENSOR'. • APPROACH DOOR TO TRIGGER REQUEST TO EXIT MOTION SENSOR • ACCESS CONTROL PANEL TRIGGERS POWER TO ELECTRIC STRIKE • ELECTRIC STRIKE IS ENERGIZED WITH 24V DC • DOOR IS UNLOCKEDIUNSECURED, ALLOWING ENTRY • ELECTRIC STRIKE IS DEENERGIZED • DOOR IS LOCKED/SECURED • ALL COORS TO HAVE MECHANICAL -FREE EGRESS AT ALL TIMES ELECTRIC STRIKE WITH STOREROOM FUNCTION LEVER SET NTS NON -SECURED SIDE OF DOOR - RESTRICTED ENTRY ENTRY AT DOOR WITH FAIL SECURE BATTERY OPERATED ELECTRIFIED LEVER SET: • PRESENT CREDENTIAL AT READER • READER AUTHENTICATES DATA ON CREDENTIAL • ELECTRIFIED LEVER SET IS ENERGIZED, LEVER SET ENGAGES LATCH • WOR IS UNWCKEDNNSECURED, ALLOWING ENTRY • ELECTRIFIED LEVER SET IS DEENERGIZED WITH 24V DC, LEVER SET DISENGAGES LATCH • WOR IS LOCKED/SECURED DATA ON CARD UPDATE: • DATAONCARDISUI CLUBHOUSE BATTERY OPERATED LEVER SET NTS SECURED SIDE OF DOOR - FREE -EGRESS PRTRIM EGRESS FROM DOOR WITH BATTERY OPERATED LEVER SET: • ROTATE STOREROOM FUNCTION LEVER SET LEVER/HANDLE DOWNWARD DE5•'•'sl'AITI ALLTIMES FUNCTION ACCESSOWTROLFLONSYMB0.LEGEND: SYMBOL ACCESS CONT0. SYSTEM DEVICE DESCRIPTION: CAT6 ACCESS CONTROL PANEL & POWER SUPPLY APR (WALL MOUNTED)- REQUIRED POWER: I DUPLEX _��� NLTSY fOLUTOM5 OUTLET DP DOOR POSITION SENSOR (MOUNTED TO DOOR FRAME) EB REQUEST TO EXIT BUTTON (WALL MOUNTED WITH BUTTON AT A.D.A. ACCESSIBLE HEIGHT) IC INTERCOM (WALL MOUNTED WITH CALL BUTTON AT A.D.A. ACCESSIBLE HEIGHT) P9 DOOR HARDWARE POWER SUPPLY -COORDINATE REQUIRED POWER & MOUNTING WITH ELEC. NETWORK CNDEVICE• CONTRACTOR (MUST BE ACCESSIBLE FOR MAINT.) 0 REQUEST TO EXIT MOTION SENSOR (WALL MOUNTED, CENTERED ABOVE DOOR) TE DIGITAL TELE -ENTRY (WALL MOUNTED WITH CALL BUTTONS AT A.D.A. ACCESSIBLE HEIGHT) ❑ ULTRA-HIGH FREQUENCY (UHF) RECEIVER FOR VEHICLE GATE (WALL MOUNT WITH LINE -OF -SITE TO DRIVE -PATH) Lu 0 CREDENTIAL READER (WALL MOUNTED( CR LEVEL READER NUMBER ACCESS CONTROL PANEL NUMBER READER FUNCTION: ONLINE (OND / STAND-ALONE (SA) FIN H.BI - AC COMP ARCHITECTURAL DOOR NUMBER F— DOOR HARDWARE DETAIL NUMBER CABLE LEGEND 22/2 22/2 1-CAT6 CABLE FOR CAT6 -CAT6 DATAMETWORK DEVICE INTERCONNECT& EVERBASE _��� NLTSY fOLUTOM5 NETWORK DEVICE ICO P: 720-930-7775 INTERCONNECT 0:855-255-5521 W W W.EVERBASECONSULTING.COM 1-MULTIMODE FIBER FOR MMFIBER MMFIBER NETWORK CNDEVICE• CY) DARK FIBERS TO BE O FIIIIIIIIIII INCLUDED FOR FUTURE Elm NETWORK EXPANSION Lu 0 1 -ACCESS CONTROL AC COMP AC COMP COMPOSITE CABLE (18/4, 22/422/? 22/3PR) F— LU ww SHIELDED N 1-18/4 CABLE TO 18/4 18/4 ELECTRIFIED O PARTOF 22/3PR 22/3PR HARDWARE 22/2 22/2 OF ACCESS CONTROL TECHNOLOGY CONSULTANT COMPOSITE CABLE (1814, EVERBASE _��� NLTSY fOLUTOM5 2a4,2212, 2W3PR) ICO P: 720-930-7775 SHIELDED 0:855-255-5521 W W W.EVERBASECONSULTING.COM 1-2214 CABLE TO EXIT 22/4 22/4 SENR - PAT OF ACCESS CONTROL CY) COMPOSITE CABLE (18/4, O FIIIIIIIIIII 22/4,22Z2, 22/3PR) Elm SHIELDED Lu 0 1-22/8 SHIELDED CABLE o 22/S p 22/8 TO UHF RECEIVER/ELEVATOR F— LU ww CONTROLLER N INTERFACE PANEL NWU LL W 3: 1-2213PR CABLE TO 22/3PR 22/3PR PART OFTIAL ACCESSDER- W 0 CONTROL COMPOSTFE CABLE (18/4,2214,22/2, \Q\ co 22BPR) SHIELDED 1-16 AWG STRANDED 16AWG 16AWG CABLE CUT Wl D' PAVEMENT TO EXITO REVISION DATE DELTA LOOP DETECTOR MODULE - TO BE PROVIDED BY GATE CONTRACTOR ACCESS CONTROL GEN NOTES 1. REFER TO ACCESS CONTROL FLOOR PLAN SHEETS FOR ACCESS CONTROL DEVICE LAYOUT 2. REFER TO ACCESS CONTROL DETAIL SHEETS FOR ACCESS CONTROL DOOR/SYSTEM DETAILS & PANEL DIAGRAMS 3. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 7. FAIL SAFE LOCATIONS REQUIRE POWER TO REMAIN LOCKED - DOOR SHALL UNLOCK WHILE REMAINING LATCHED WHEN POWER IS REMOVED BY ACCESS CONTROL PANEL VIA A POWER OUTAGE OR FIRE ALARM EVENT 8. WINDOW -TAG (TOLL -TAG) STYLE CREDENTIAL TO BE UTILIZED AT VEHICLE GATES WITH UHF RECEIVERS 9. COORDINATE ELEVATOR TRAVEL CABLE REQUIREMENTS WITH ELEVATOR CONTRACTOR TO SUPPORT CALL - BUTTON AND/OR IN -CAB CREDENTIAL READER 10. ONE CREDENTIAL (FOB) TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 11. PHONE -BASED APP AS CREDENTIAL TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS PROJECTA GHEECT TECHNOLOGY CONSULTANT EVERBASE _��� NLTSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IRO,IECTINFORWOON M CY) A U) O FIIIIIIIIIII MO W O Elm Q Lu 0 Lu L LU CC Q O LL W W F— LU ww LLI N Q NWU LL W 3: lFl—^ v ) G W 0 U Z _ \Q\ co co ORI ISSDANCE DATE: PERMIT SUBMITTAL NVI REVISION DATE DELTA 0 o o SYSTEM DESIGNER AD SYSTEM REVIEWER'. CS ECS JOB NUMBER: ECS -3970 GIEETINFORMATIGN SHEETTITLE: ACCESS CONTROL SYSTEM DOOR DETAILS WEETNUMBEI TR6-0.1 NON -SECURED SIDE OF DOOR - RESTRICTED ENTRY ENTRY AT DOOR WITH FAIL SECURE BATTERY OPERATED ELECTRIFIED LEVER SET: • PRESENT CREDENTIAL AT READER • READER AUTHENTICATES DATA ON CREDENTIAL • ELECTRIFIED(EVER SET IS ENERGIZED.(EVER SET ENGAGES LATCH • WOR IS UNLOCKEDNNSECURED, ALLOWING ENTRY • ELECTRIFIED (EVER SET IS DEENERGIZED WITH 24V DC, LEVER SET DISENGAGES LATCH • WOR IS WCKEDSECURED DATA ON CARD UPDATE: ONLINE READERS AT CLUBHOUSE SECURED SIDE OF DOOR - FREE -EGRESS EGRESS FROM DOOR WITH OUT DEVICE: • PRESS PUSH -PAD ON EAT DEVICE • EXRDEVICERIZTRACTSVERPCPLRODS.P1 MNGDOORTOOPEN • ALL DOORS TO HAVE MECHANICAL -FREE EGRESS AT ALL TIMES - BATTERY OPERATED LEVER SET WITH EXIT DEVICE 1 NTS NON -SECURED SIDE OF GATE - RESTRICTED ENTRY ENTRY AT FAIL SECURE BARRIER ARM VEHICLE GATE W TH UHF RECEIVER. • APPROACH GATE WITH UHF CREDENTIAL IN VEHICLE • ACCESS CONTROL SERVER AUTHENTICATES CREDENTIAL • ACCESS CONTROL PANEL TRIGGERS POWER TO GATE OPERATE • GATE OPERATE OPENS BARRIER ARM VEHICLE GATE • VEHICLE DRIVES CLEAR OF CLOSERESET DETECTOR LOOP • GATE OPERATE CLOSED BARRIER ARM VEHICLE GATE • GATEISSECURED SECURED SIDE OF GATE - FREE -EGRESS EGRESS AT FAIL SECURE BARRIER ARM VEHICLE GATE WITH UHF RECEIVER: • APPROACHGATEWITH UHFCREDENTIALIN VEHICLE ACCESS CONTROL PANEL TRIGGERS POWER TO GATE OPERATE GATE OPERATE OPENS BARRIER ARM VEHICLE GATE VEHICLE DRIVES CLEAR OF CLOSERESET DETECTOR LOOP GATE OPERATE CLOSED BARRIER ARM VEHICLE GATE GATEISSECURED ROLLING BARRIER VEHICLE GATE W/ UHF RECEIVER 3 NTS NON -SECURED SIDE OF GATE - RESTRICTED ENTRY ENTRY AT GATE WITH FAIL SECURE ELECTRIC STRIKE: • PRESENT CREDENTIAL AT READER ACCESS CONTROL PANEL TRIGGERS POWER TO ELECTRIC STRIKE ELECTRIC STRIKE IS ENERGIZED WITH 24V DC GATE IS UNLOCKEDNNSECURED. ALLOWING ENTRY ELECTRIC STRIKE IS DEENERGIZED G4TE IS LWKEDSECURED AN ALERT IS TO BE GENERATED TO FACIUTIES MANAGEMENT IF THE GATE REMAINS OPEN PASTA PROGRAMMABLE AMOUNT OF TIME PEDESTRIAN GATE -SINGLE 2 NTS SECURED SIDE OF GATE - FREE -EGRESS EGRESS FROM GATE WITH EXIT DEVICE: • MESS PUSH -PAD ON EXIT DEVICE • GATE LATCH RETRACTSALLOWING DATE TO OPEN • ALL GATES TO HAVE MECHANICAL MEE EGRESS AT ALL TIMES ACCESS CONTROL PWN SYMBOL LEGEND: SYMBOL ACCESS CONTROL SYSTEM DEVICE DESCRIPTION: APA ACCESS CONTROL PANEL & POWER SUPPLY (WALL MOUNTED)- REQUIRED POWER: I DUPLEX OUTLET DP DOOR POSITION SENSOR (MOUNTED TO DOOR FRAME) EB REQUEST TO EXIT BUTTON (WALL MOUNTED WITH BUTTON AT A.D.A. ACCESSIBLE HEIGHT) IC INTERCOM (WALL MOUNTED WITH CALL BUTTON ATAD.A. ACCESSIBLE HEIGHT) PS DOOR HARDWARE POWER SUPPLY -COORDINATE REQUIRED POWER & MOUNTING WITH ELEC. CONTRACTOR (MUST BE ACCESSIBLE FOR MAINT.) 0 REQUEST TO EXIT MOTION SENSOR (WALL MOUNTED, CENTERED ABOVE DOOR) 0 DIGITAL TELE -ENTRY (WALL MOUNTED WITH CALL BUTTONS AT A. D.A. ACCESSIBLE HEIGHT) Q ULTRA-HIGH FREQUENCY (UHF) RECEIVER FOR VEHICLE GATE (WALL MOUNT WITH LINE -OF -SITE TO DRIVE -PATH) DEVIC NETWRK INTERCONNECT 4" CREDENTIAL READER (WALL MOUNTED) CR -LEVEL -READER NUMBER ACCESS CONTROL PANEL NUMBER READER FUNCTION: ONLINE (ONL) / STAND-ALONE (SA) ARCHITECTURAL DOOR NUMBER DOOR HARDWARE DETAIL NUMBER cN.T.m DARK FIBERS TO BE - INCLUDED FOR FUTURE CABLE LEGEND LINE TYPE DESCRIPTION 1-CAT6 CABLE FOR CAT6 CAT6 DATIVNORK NTERCONNECT&EVICE DENVER ICO NETWORK DEVICE 0:855-255-5521 INTERCONNECT TRO.IECTINFORMATION 1-MULTIMODE FIBER FOR MMFIBER MMFIBER DEVIC NETWRK INTERCONNECT 4" A U) o o DARK FIBERS TO BE ao O INCLUDED FOR FUTURE Q Lu NETWORK EXPANSION AUA•��) L Cc W� rrQ LL O 1 -ACCESS CONTROL AC COMP AC COMP COMPOSITE CABLE (18/4, M4,22/222/3PR) LL�LN SHIELDED Q LL 1-18/4 CABLE TO 18/4 18/4 ELECTRIFIED O HARDWARE PART OF GLLI ACCESS CONTROL CABLE 0 U z (18/4,22/4,2247, 22/3PR) _ r \\ / co SHIELDED co 1-22/2 CABLE TO DOOR 22/2 �t �f 22/2 POSITSENSOR - OF ACICC SS CONTROL RT REVISION DATE DEI COMPOSITE CABLE (18/4, 22/4, 22/2, 22/3PR) SHIELDED 1-22/4 CABLE TO EXIT 22/4 22/4 SENSOR - PAT 01 ACCESS CONTROL COMPOSITE CABLE (18/4, 0 22/4, 22/2, 22/3PR) 9 SHIELDED 1-22/B SHIELDED CABLE 22/8 p 22/8 TO UHF RECEIVER/ELEVATOR SYSTEM DESIGNER CONTROLLER AD SYSTEM SEVIERER'. INTERFACE PANEL CS 1-22/3PR CABLE TO 22/3PR 22/3PR CREDENTIAL SHEETTITE: PART OF ACCESSDER- SYSTEM DOOR DETAILS GIFETNUMBEIL CONTROL COMPOSITE TR6-0.2 CABLE (18/4, 22/4,2n, 22/3PR) SHIELDED 1-16 AWG STRANDED 16AWG 16AWG CABLE CUT 3/16" PAVEMENT TO EXITO LOOP DETECTOR MODULE - TO BE PROVIDED BY GATE CONTRACTOR ACCESS CONTROL GEN NOTES 1. REFER TO ACCESS CONTROL FLOOR PLAN SHEETS FOR ACCESS CONTROL DEVICE LAYOUT 2. REFER TO ACCESS CONTROL DETAIL SHEETS FOR ACCESS CONTROL DOOR/SYSTEM DETAILS & PANEL DIAGRAMS 3. CABLE& CONDUIT ROUTING SUBJECT TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 7. FAIL SAFE LOCATIONS REQUIRE POWER TO REMAIN LOCKED - DOOR SHALL UNLOCK WHILE REMAINING LATCHED WHEN POWER IS REMOVED BY ACCESS CONTROL PANEL VIA A POWER OUTAGE OR FIRE ALARM EVENT B. WINDOW -TAG (TOLL -TAG) STYLE CREDENTIAL TO BE UTILIZED AT VEHICLE GATES WITH UHF RECEIVERS 9. COORDINATE ELEVATOR TRAVEL CABLE REQUIREMENTS WITH ELEVATOR CONTRACTOR TO SUPPORT CALL - BUTTON AND/OR IN -CAB CREDENTIAL READER 10. ONE CREDENTIAL (FOB) TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 11. PHONE -BASED APP AS CREDENTIAL TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS FRMECTARCHITECT TECHNOLOGY SULTAM EVERBASE _��� NLTSY fOLUTOM5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM TRO.IECTINFORMATION M cy) A U) o o ao O U Q Lu AUA•��) L Cc W� rrQ LL O ry0_� LL LU W F— LU LL�LN LU Q LL w 3: l~l^^ vJ GLLI Q 0 U z Q _ r \\ / co co ORIGINAL ISSUANCE. DATE: PERMIT SUBMITTAL REVISION DATE DEI 0 04, 9 o o SYSTEM DESIGNER AD SYSTEM SEVIERER'. CS ECS JOB NUMBER: ECS -3970 GIEETINFOMATIGN SHEETTITE: ACCESS CONTROL SYSTEM DOOR DETAILS GIFETNUMBEIL TR6-0.2 RP1 K3 ONL CR -0-6 FKOS SA r - mi l:18(aeu ACCESS CONTROL SYSTEM ONE -LINE DIAGRAM NTS ACCESS C W TROL F VN BYMI LEGEND: SYMBOL ACCESS CONTROL SYSTEM DEVICE DESCRIPTION: CAT6 ACCESS CONTROL PANEL & POWER SUPPLY APR (WALL MOUNTED)- REQUIRED POWER: I DUPLEX _��� NLTSY fOLUTON5 OUTLET DP DOOR POSITION SENSOR (MOUNTED TO DOOR FRAME) EB REQUEST TO EXIT BUTTON (WALL MOUNTED WITH BUTTON AT A.D.A. ACCESSIBLE HEIGHT) IC INTERCOM (WALL MOUNTED WITH CALL BUTTON AT A.D.A. ACCESSIBLE HEIGHT) PS DOOR HARDWARE POWER SUPPLY -COORDINATE REQUIRED POWER & MOUNTING WITH ELEC. NETWORK CNDEVICE" CONTRACTOR (MUST BE ACCESSIBLE FOR MAINT.) 0 REQUEST TO EXIT MOTION SENSOR (WALL MOUNTED, CENTERED ABOVE DOOR) TE DIGITAL TELE -ENTRY (WALL MOUNTED WITH CALL BUTTONS AT A.D.A. ACCESSIBLE HEIGHT) ❑ ULTRA-HIGH FREQUENCY (UHF) RECEIVER FOR VEHICLE GATE (WALL MOUNT WITH LINE -OF -SITE TO DRIVE -PATH) Lu V CREDENTIAL READER (WALL MOUNTED( CR LEVEL READER NUMBER ACCESS CONTROL PANEL NUMBER READER FUNCTION: ONLINE (ONL) / STAND-ALONE (SA) FIN H.ol - -AC COMP ARCHITECTURAL DOOR NUMBER F— DOOR HARDWARE DETAIL NUMBER CABLE LEGEND Z2/2 22/2 1-CAT6 CABLE FOR CAT6 —CAT6 DATA/NETWORK DEVICE INTERCONNECT& EVERBASE _��� NLTSY fOLUTON5 NETWORK DEVICE ICO P: 720-930-7775 INTERCONNECT 0:855-255-5521 W W W.EVERBASECONSULTING.COM 1-MULTIMODE FIBER FOR MMFIBER MMFIBER NETWORK CNDEVICE" CY) DARK FIBERS TO BE O O INCLUDED FOR FUTURE NETWORK EXPANSION Lu V Uy 1 -ACCESS CONTROL AC COMP -AC COMP COMPOSITE CABLE (18/4, 22/422/? 22/31PR) F— LU WW SHIELDED N W 1-18/4 CABLE TO 18/4 18/4 ELECTRIFIED O PARTOF 22/3PR 22/3PR HARDWARE Z2/2 22/2 OF ACCESS CONTROL TECHNOLOGY CONSULTANT COMPOSITE CABLE (184, EVERBASE _��� NLTSY fOLUTON5 2a4,2212, W3PR) ICO P: 720-930-7775 SHIELDED 0:855-255-5521 W W W.EVERBASECONSULTING.COM 1-2214 CABLE TO EXIT 22/4 22/4 SENR - PAT OF ACCESS CONTROL CY) COMPOSITE CABLE (18/4, O O 22/4,22 , 22/3PR) SHIELDED Lu V Uy 1-2218 SHIELDED CABLE o 22/S p 22/8 TO UHF RECEIVER/ELEVATOR F— LU WW CONTROLLER N W INTERFACE PANEL fr W 3: 1-2213PR CABLE TO 22/3PR 22/3PR PART OFTIAL ACCESSDER- W 0 CONTROL COMPOSFFE Q CABLE (18/4,2W4,22/2, \\ / co 2MPR) SHIELDED 1-16 AWG STRANDED 16AWG 16AWG CABLE CUT Wl S' PAVEMENT TO EXITO LOOP DETECTOR MODULE - TO BE PROVIDED BY GATE CONTRACTOR ACCESS CONTROL GEN NOTES 1. REFER TO ACCESS CONTROL FLOOR PLAN SHEETS FOR ACCESS CONTROL DEVICE LAYOUT 2. REFER TO ACCESS CONTROL DETAIL SHEETS FOR ACCESS CONTROL DOORISYSTEM DETAILS & PANEL DIAGRAMS 3. CABLE& CONDUIT ROUTING SUI TO CHANGE BASED ON FIELD CONDITIONS 4. ELECTRICAL CONTRACTOR TO PROVIDE POWER AS SPECIFIED 5. ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AS SPECIFIED 6. ALL CABLING IS TO BE ROUTED THROUGH DESIGNATED CONDUIT, SLEEVING & PULL BOX BY INSTALLING CONTRACTOR 7. FAIL SAFE LOCATIONS REQUIRE POWER TO REMAIN LOCKED - DOOR SHALL UNLOCK WHILE REMAINING LATCHED WHEN POWER IS REMOVED BY ACCESS CONTROL PANEL VIA A POWER OUTAGE OR FIRE ALARM EVENT 8. WINDOW -TAG (TOLL -TAG) STYLE CREDENTIAL TO BE UTILIZED AT VEHICLE GATES WITH UHF RECEIVERS 9. COORDINATE ELEVATOR TRAVEL CABLE REQUIREMENTS WITH ELEVATOR CONTRACTOR TO SUPPORT CALL - BUTTON AND/OR IN -CAB CREDENTIAL READER 10. ONE CREDENTIAL (FOB) TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS 11. PHONE -BASED APP AS CREDENTIAL TO BE UTILIZED FOR BOTH ELECTRIFIED UNIT LOCKS & COMMON AREA LOCKS FROJECTARCw1ECT TECHNOLOGY CONSULTANT EVERBASE _��� NLTSY fOLUTON5 DENVER ICO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM FROJECTINFORMATION M CY) A U) O O 00O Q Lu V Uy 0_y W LL W F— Q Q_ O LL W W F— LU WW LLI N W Q fr W 3: lFl—^ v ) G W 0 U Z Q _ I \\ / co co ORI ISSANCE. DATE: PERMIT SUBMITTAL 0 9 o o SYSTEM DESIGNER AD SYSTEM REVRBMER'. 06 BOB JOB NUMBER: ECS -3970 GIEETINFORMATIGN WEETTIIIE: ACCESS CONTROL SYSTEM ONE -LINE DIAGRAM GIEETNUMBER TR7-0.0 BI-DIRECTIONAL AMPLIFICATION SYSTEM DRAWIN... Sheet Number Sheet Description Issuance TitleIssue Date Technology Set - Emergency Services Bi -Directional Ampfrfication System TBO-0.0 BDA SYSTEM COVER SHEET PERMITSUBMITTAL 08/28/20 TB2-1.1 LEVELI- BDA SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TB7-0.0 BDA SYSTEM ONE -LINE DIAGRAM PERMIT SUBMITTAL 08/28/20 TB2-0.1 BASEMENT LEVEL- BDA SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TB2-2.1 LEVEL 2- BDA SYSTEM LAYOUT PERMITSUBMITTAL 08/28/20 TB2-3.1 LEVEL 3 - BDA SYSTEM LAYOUT PERMIT SUBMITTAL 08/28/20 TB2-4.1 LEVEL 4 - BDA SYSTEM LAYOUT PERMIT SUBMITTAL 08/28/20 BDA PLAN SYMBOL LEGEND: SYMBOL ELEVATION BDA SYSTEM DEVICE DESCRIPTION: DEVICE REQUIRED CABLING: BDA _��� NLi.Y fOLUTOM5 SIZING AS NEEDED BDA SYSTEM HEAD -END (700/800MHZ SIGNAL BOOSTER) & POWER SUPPLY - REQUIRED POWER: 1 DUPLEX OUTLET ON DEDICATED CIRCUIT 1-2 CONDUCTOR STRANDED CABLE TO FIRE ALARM RELAY, 1/2" COAXIAL CABLE FROM BDA SYSTEM DONOR ANTENNA & TO BDA SYSTEM DEVICES 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINMRMATION BDA SYSTEM ANTENNA 1/2" COAXIAL CABLE FROM BDA SYSTEM SPLITTER M BDA SYSTEM SPLITTER BDA SYSTEM DONOR ANTENNA 1/2" COAXIAL CABLE FROM BDA SYSTEM HEAD -END AMPLIFIER OR SPLITTER 1/2" COAXIAL CABLE FROM BDA SYSTEM SPLITTER DNR I 00 0 n U Q Lu C3 UD LU DC Lu Cr Q= Fr F_ Lu F- STANDARD BDA DEVICE CONNECTIVITY DETAIL: ROOF LEVEL 2 CONDUCTOR STRANDED CABLE TO FIRE ALARM RELAY BDA AC POWER UPS WITH 24 HOUR SYSTEM SIGNALTO BATTERY BACK-UP LEVEL(S) BELOW EVERBASE CURRENT BDA DESIGN IS FOR PRICING ONLY - SITE TESTING MUST BE COMPLETED FOR DESIGN TO BE FINALIZED FRMECTARCHITECT TECHNOLOGY CONSULTANT EVERBASE _��� NLi.Y fOLUTOM5 DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINMRMATION M cY) A U, O O I 00 0 n U Q Lu C3 UD LU DC Lu Cr Q= Fr F_ Lu F- LU w N W Q OC Uj 3: ~ U W Q U Z Q _ r co co ORIGIN ISSWNCE. DATE: PERMIT SUBMITTAL REVISION 0 cf 9 o o SYBIEM CE81R1ER AD SYSTEM REMEMER'. CS ECB JOB NUMBER' ECS -3970 WEETINFOMAnON BHEETTRE: BDA SYSTEM COVER SHEET WEETNUMBER TBO-0.0 A B Dw Fw � � � Nw) Pw R S GA GB GC GD GE GF I I I I I I I I I I I I I I I I I I I I �\ s f f �� t"', } r �. "*, •: � of - ".. Llt- -� �- - - --AG 'A. G1 - - - - - (18n (17s) -- - - - - - - - 17s) I f 16nH-- (15s) G2 �I 5S -I -� - - Dw Fw Nw Pw (13s) - - - - - - - 13s) (14n}—I - - - - - - WIRING CHASE FROM LEVEL 1 Me Del Qe Ce Ee He I (11 s) - -- -- - _ - -- 11s)- �i 10 8n— 7s - -- --�- - -- 7s I I II I I I I I I I I I I I 6 - - - - - - - - - - - - - - - -� ® 69 N 3s 0 \\ I I II I I I I I 1n I I II I I $1 I I I I I I I I I I I .-..,- II I I I I I I ❑ L I I II I I I I I I I I I I I II I I I�I I I I I I I I I I I I I I I I A !1 B ! „GAI GB e GC J� �K �L GD) GE GF R S BASEMENT - BDA SYSTEM LAYOUT m 1/16" = 1'-0'1 BDA PLAN SYMBOL LEGEND: SYMBOL ELEVATION BOA 6YfilFM DEVICE iCFIVIKKI: IEGXWLWYfAN6VLTPM BDA SYSTEM HEAD -END COaER fOL SIZING AS (7001&10MHZ SIGNAL BOOSTER) BDA NEEDED &POWER SUPPLY - REQUIRED W W W.EVERBASECONSULTING.COM IROJECTINFORMATION POWER: 1 DUPLEX OUTLET ON M DEDICATED CIRCUIT U) CD (D �iF#tF BDA SYSTEM ANTENNA 0#-## BDA SYSTEM SPLITTER 0 Lu DCE W Q 0_ O I-- W (VNRBDA WW LU LU SYSTEM DONOR ANTENNA BDA SYSTEM PLAN NOTES 1. BDA SYSTEM DESIGN IS SCHEMATIC ONLY TO DEMONSTRATE APPROXIMATE DEVICE LOCATION & QUANTITY. FINAL SYSTEM DESIGN WILL BE PREPARED & SUBMITTED BY THE INSTALLING CONTRACTOR. 2. INSTALLING CONTRACTOR TO ADHERE TO THE REQUIREMENTS SET FORTH BY THE CURRENT INTERNATIONAL BUILDING & FIRE CODE, THE CURRENT LOCAL FIRE & LIFE SAFETY BUILDING CODE AMENDMENTS AND THE MANUFACTURER SPECIFIC PERFORMANCE SPECIFICATION. 0 5 10 15 20 25 30 35 40 1/16"= r -W SCALE FEET CURRENT BDA DESIGN IS FOR PRICING ONLY - SITE TESTING MUST BE COMPLETED FOR DESIGN TO BE FINALIZED FROJECTARCHI ECT IEGXWLWYfAN6VLTPM E E EVERBAS SNS COaER fOL DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROJECTINFORMATION M C'") U) CD (D 00 O QLU U) 0 Lu DCE W Q 0_ O I-- W F— WW LU LU N LU Q fr 3: ~ Lu �Uj W V Q U Z Q _ co M ORIGINPLI66WIYE. DATE: PERMIT SUBMITTAL o ,9 o o SYSTEM CEBIRIER AD Sv81EM REVIEWER'. CS ECS JOB NUMBER: ECS -3970 WI INFORMPTIgJ WEETTIIE: BASEMENT LEVEL - BDA SYSTEM LAYOUT wEETNVMBER TB2-0.1 19 - - G1 (17s)-- (15s)-- (13S)-- A B Dw Fw J K L Nw Pw R S GIA) GIBi GIC Gh GIS GF 19 G1 (18n) ---� 2 ) G3 10 8n -4 G s I I I I I I I I II I II I I I�I I I I I I I I I I I I I I I I A !1 B ; GA GB e GC EGD) GE GF: R S LEVEL 1 - BDA SYSTEM LAYOUT I 1/16" = 1'-0" BDA PLAN SYMBOL LEGEND: SYMBOL EIEVAnory BOA SYSTEM DEAF DESCRIv ON TECHNOLOGY CONSULTANT BDA SYSTEM HEAD -END BDA COaER COL SIZING AS (700MNMHZ SIGNAL BOOSTER) BDA NEEDED &POWER SUPPLY - REQUIRED W W W.EVERBASECONSULTING.COM IROIECTINFORMATION POWER:1 DUPLEX OUTLET ON M DEDICATED CIRCUIT U) CD (D Z#-## ` BDA SYSTEM ANTENNA 0N4# LU (3 BDA SYSTEM SPLITTER 0 W DC W F— Q 0_ O oc W_ W DNRBDA WW LU LU SYSTEM DONOR ANTENNA BDA SYSTEM PLAN NOTES 1. BDA SYSTEM DESIGN IS SCHEMATIC ONLY TO DEMONSTRATE APPROXIMATE DEVICE LOCATION & QUANTITY. FINAL SYSTEM DESIGN WILL BE PREPARED & SUBMITTED BY THE INSTALLING CONTRACTOR. 2. INSTALLING CONTRACTOR TO ADHERE TO THE REQUIREMENTS SET FORTH BY THE CURRENT INTERNATIONAL BUILDING & FIRE CODE, THE CURRENT LOCAL FIRE & LIFE SAFETY BUILDING CODE AMENDMENTS AND THE MANUFACTURER SPECIFIC PERFORMANCE SPECIFICATION. 0 5 10 15 20 25 30 35 40 1/16"= r -W SCALE FEET CURRENT BDA DESIGN IS FOR PRICING ONLY - SITE TESTING MUST BE COMPLETED FOR DESIGN TO BE FINALIZED FROJECTARCHITECT TECHNOLOGY CONSULTANT E SE EVERBAS COaER COL DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORMATION M U) CD (D ao O n Q LU (3 U) 0 W DC W F— Q 0_ O oc W_ W F— WW LU LU N LU Q fr W 3:~ W Q U Z Q _ co co ORI ISSDANCE DATE: PERMITSUBMITTAL REVISION m� 0 o o SYSTEM CEBIRIER AD SYSTEM REMEMER'. CS ECS JOB NUMBER: ECS -3970 WI INFORMATIgJ WEETTIIE: LEVEL 1 -BDA SYSTEM LAYOUT wEETNUMBER TB2-1 A A BJ Dw ;Fw, `J `K1 L Nw( Pwi R S GA) (GB) GCI I (GD GE, (iF) - �,�i )k Y J�LIiCL`�i LJr i -CFf��4�d 19 �ESS 24 — G1 Ess 118n) � G� 118n, (17s� - - - E� — — 17s) E 6n�16n! (15sG2� (Dw Fw Nw " (13s(14n}--- - - - - - - - �L14n) I I I I II I I I I I I II I I L A n B GA C e'I (G9 J( (K 1 L EGD) GE IGF R S LEVEL 2 - BDA SYSTEM LAYOUT 1/1611 = 1'-0T' � 2n) - � 1n BDA PLAN SYMBOL LEGEND: SNaDL ELEVATION MA swan Devoe DESCRRION: TECHNOLOGY CONSULTANT BDA SYSTEM HEAD END COL SIZING AS (700/900MHZ SIGNAL BOOSTER) BDA NEEDED &POWER SUPPLY REQUIRED W W W.EVERBASECONSULTING.COM IRO.IECTIHFORM1TpH POWER 1 DUPLEX OUTLET ON M DEDICATED CIRCUIT �^ O O V) Z#-## n BDA SYSTEM ANTENNA ®#-## LU (3 BDA SYSTEM SPUTTER 0 W DC W F— Q 0_ O oc W_ W — F— DNR LU N LU BDA SYSTEM DONOR ANTENNA BDA SYSTEM PLAN NOTES 1. BDA SYSTEM DESIGN IS SCHEMATIC ONLY TO DEMONSTRATE APPROXIMATE DEVICE LOCATION & QUANTITY. FINAL SYSTEM DESIGN WILL BE PREPARED & SUBMITTED BY THE INSTALLING CONTRACTOR. 2. INSTALLING CONTRACTOR TO ADHERE TO THE REQUIREMENTS SET FORTH BV THE CURRENT INTERNATIONAL BUILDING &FIRE CODE, THE CURRENT LOCAL FIRE & LIFE SAFETY BUILDING CODE AMENDMENTS AND THE MANUFACTURER SPECIFIC PERFORMANCE SPECIFICATION. 0 5 10 15 20 25 30 35 40 1/16"= r -W SCALE FEET CURRENT BDA DESIGN IS FOR PRICING ONLY - SITE TESTING MUST BE COMPLETED FOR DESIGN TO BE FINALIZED T«MECTARCHIMCT TECHNOLOGY CONSULTANT SE EVER E EVERBAS COL DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IRO.IECTIHFORM1TpH M �^ O O V) ao 0 n Q LU (3 U) 0 W DC W F— Q 0_ O oc W_ W — F— LU WW LU N LU Q fr W 3: lFl—^ vJ W V Q U Z Q _ r > co co ORIGINALISSDANCE DATE: PERMITSUBMITTAL REVISION 0 ,9 cf doz G SYSTEM DESIGNER AD SYSTEM REVIEWER'. CS ECB JOB NUMBER: ECS 3970 WEE71NFOMAnON WEETTRE: LEVEL 2 -BDA SYSTEM LAYOUT WEETNUMBER TB2-2.1 (19) - - �G1�- h (1 7s,� (1 5s> i13s> - - - iisl 1n'' (33) A\" BJ DWI) Fw J I K 1 L Nwi I Pw R k S I 1 (GA) (GB) (GCS �GDI AGE, GFl Ol Ii ,- 6n w 4n}__ - - - - PARKING Me leliv e GARAGE \ WIRING CHASE FROM --� LEVEL 2 & TO LEVEL 4 2n)- - - IDF d � 308 /moi c 3-3 1/1611 = 1'-0'1 3- 3-1 - - -�19 G1 18n' �l 6n;' G2 - �14n! BDA PLAN SYMBOL LEGEND: Sv EIEVAI BMA SYSI9A)EICE DESCRFnoN: TECHNOLOGY CONSULTANT BDA SYSTEM HEAD END E'OaER COL SIZING AS (700/900MHZ SIGNAL BOOSTER) BDA NEEDED &POWER SUPPLY REQUIRED W W W.EVERBASECONSULTING.COM IROJECTINFORM1TON POWER 1 DUPLEX OUTLET ON M DEDICATED CIRCUIT U) CD (D Z#-## n BDA SYSTEM ANTENNA ®#-## 111[ � BDA SYSTEM SPUTTER 0_ W Cc LU Q O E I-- LU LU — F— DNR LU N LU BDA SYSTEM DONOR ANTENNA BDA SYSTEM PLAN NOTES 1. BDA SYSTEM DESIGN IS SCHEMATIC ONLY TO DEMONSTRATE APPROXIMATE DEVICE LOCATION & QUANTITY. FINAL SYSTEM DESIGN WILL BE PREPARED & SUBMITTED BY THE INSTALLING CONTRACTOR. 2. INSTALLING CONTRACTOR TO ADHERE TO THE REQUIREMENTS SET FORTH BY THE CURRENT INTERNATIONAL BUILDING & FIRE CODE, THE CURRENT LOCAL FIRE & LIFE SAFETY BUILDING CODE AMENDMENTS AND THE MANUFACTURER SPECIFIC PERFORMANCE SPECIFICATION. 0 5 10 15 20 25 30 35 40 1/16"= r -F SCALE FEET CURRENT BDA DESIGN IS FOR PRICING ONLY - SITE TESTING MUST BE COMPLETED FOR DESIGN TO BE FINALIZED FROJECTARCHI ECT TECHNOLOGY CONSULTANT E SE EVERBAS E'OaER COL DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROJECTINFORM1TON M U) CD (D ao O n Q LU (3 U) 0_ W Cc LU Q O E I-- LU LU — F— WW LU LU N LU Q U= W 3: lFl—^ VJ R/ W V Q U Z Q _ r > co co ORI 158WIYE. DATE: PERMITSUBMITTAL o i_ cr o o SVBIEM CE81R1ER AD svBTEM REVIEWER'. CS ECB JOB NUMBER: ECS 3970 WEETINFORMATIgJ SHEETTIIE: LEVEL 3 -BDA SYSTEM LAYOUT wEETNUMBER TB2-3.1 - (G1 - (17s G2; - h 3s� - 11s 10' 11J 9� — — �3s) A Fwi J K L 1,Nw �Pw R S GA I GBJ (GC( (GD) I GE, I (G F) 11 NNE mq 10 1 001% mvl� will Imm itu its rjk�IIEIr., I I I I I I I I I I I I I I I I a GAI,GBEe) G ? K l �L JGDI GE LEVEL 4 - BDA SYSTEM LAYOUT m 1/16" = 1'-0'I — 19( G1), 18n? �l 6n' - �14n --�12ni G3 10 8n 2n S — — �1ni BDA PLAN SYMBOL LEGEND: SY ELEVATION BOA SYSI9H DEICE DESCRIFION: TECHNOLOGY CONSULTANT BDA SYSTEM HEAD -END COL SIZING AS (700/900MHZ SIGNAL BOOSTER) BDA NEEDED &POWER SUPPLY - REQUIRED W W W.EVERBASECONSULTING.COM IROJECTINFORMATION POWER:1 DUPLEX OUTLET ON M DEDICATED CIRCUIT U) CD (D Z# -f# n BDA SYSTEM ANTENNA ®#-## LU C3 BDA SYSTEM SPUTTER LU DC LU Q O oc LD (DDNR LU LULU LU BDA SYSTEM DONOR ANTENNA BDA SYSTEM PLAN NOTES 1. BDA SYSTEM DESIGN IS SCHEMATIC ONLY TO DEMONSTRATE APPROXIMATE DEVICE LOCATION & QUANTITY. FINAL SYSTEM DESIGN WILL BE PREPARED & SUBMITTED BY THE INSTALLING CONTRACTOR. 2. INSTALLING CONTRACTOR TO ADHERE TO THE REQUIREMENTS SET FORTH BY THE CURRENT INTERNATIONAL BUILDING & FIRE CODE, THE CURRENT LOCAL FIRE & LIFE SAFETY BUILDING CODE AMENDMENTS AND THE MANUFACTURER SPECIFIC PERFORMANCE SPECIFICATION. 0 5 10 15 20 25 30 35 40 1/16"= r -W SCALE FEET CURRENT BDA DESIGN IS FOR PRICING ONLY - SITE TESTING MUST BE COMPLETED FOR DESIGN TO BE FINALIZED FROJECTARCHI ECT TECHNOLOGY CONSULTANT SE EVER E EVERBAS COL DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROJECTINFORMATION M cy) U) CD (D ao O n U Q LU C3 UD LU DC LU Q O oc LD — F— LU LULU LU N LU Q fr Uj 3: ~ U LU V Q U Z Q _ co co ORI ISSDANCE DATE: PERMITSUBMITTAL 0 dozo SYSTEM CEBIRIER AD SYSTEM REMEMER'. CS ECB JOB NUMBER: ECS 3970 WI INFORMATIgJ WEETTIIE: LEVEL 4 -BDA SYSTEM LAYOUT wEETNUMBER TB2-4.1 BDA PLAN SYMBOL LEGEND: SYMBOL ATIOry BDAB EM DENCE DESCSIEJION'. TECHNOLOGY CONSULTANT BDA SYSTEM HEAD -END _��� COaCOL SIZING AS (700/80OMHZ SIGNAL BOOSTER) BDA NEEDED &POWER SUPPLY - REQUIRED W W W.EVERBASECONSULTING.COM IROIECTINFORMATION POWER:1 DUPLEX OUTLET ON M DEDICATED CIRCUIT A U) , O I Z#-## I BDA SYSTEM ANTENNA ®#-## LU C3 BDA SYSTEM SPLITTER LU °C LU rw Q= O oc LU F- (ZDNR LU N LU BDA SYSTEM DONOR ANTENNA BDA SYSTEM PLAN NOTES BDA SYSTEM DESIGN IS SCHEMATIC ONLY TO DEMONSTRATE APPROXIMATE DEVICE LOCATION & QUANTITY. FINAL SYSTEM DESIGN WILL BE PREPARED & SUBMITTED BY THE INSTALLING CONTRACTOR. INSTALLING CONTRACTOR TO ADHERE TO THE REQUIREMENTS SET FORTH BY THE CURRENT INTERNATIONAL BUILDING & FIRE CODE, THE CURRENT LOCAL FIRE & LIFE SAFETY BUILDING CODE AMENDMENTS AND THE MANUFACTURER SPECIFIC PERFORMANCE SPECIFICATION. SITE TESTING MUST BE COMPLETED FOR DESIGN TO BE FINALIZED - BDA ONE -LINE DIAGRAM PENDING FINALIZED DESIGN FROJECTARcwTECT TECHNOLOGY CONSULTANT SE 0 EVERBASE _��� COaCOL DENVER CO P: 720-930-7775 0:855-255-5521 W W W.EVERBASECONSULTING.COM IROIECTINFORMATION M CY) A U) , O I 00O 0 I U Q LU C3 UD LU °C LU rw Q= O oc LU F- LU LU N LU Q OC Uj 3: ~ U LU V Q U Z Q _ r r' > co co ORI ISSDANCE DATE: PERMITSUBMITTAL 0 o o SYBIEM CE81R1ER AD SYSTEM REMEMER'. CS ECB JOB NUMBER' ECS -3970 WEEFNFORMATIgJ WEETTIIE: BDA SYSTEM ONE -LINE DIAGRAM wEETNUMBER TB7-0.0 I r SAj LOT 3 OF TOWN CENTER NORTH ► • • ► IN THE THE NORTHWEST Q UARTER THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, ST ATE OF • ` D STATEMENT OF PROPOSED USE AND COMPLIANCE WITH ZONING WHEAT RIDGE TOWN CENTER WEST APARTMENTS IS A PROPOSED 92 UNIT AFFORDABLE SENIOR HOUSING APARTMENT PROJECT WITH ATTACHED RETAIL SPACE. THE PROPOSED PROJECT IS IN COMPLIANCE WITH THE MU -C ZONING IN THAT IT IS AN ALLOWED USE AND MEETS ALL OF THE REQUIREMENTS OF THE ZONE DISTRICT ANDIOR ADMINISTRATIVE ADJUSTMENT (S) SPECIFIC TO THIS PROJECT. LEGAL DESCRIPTION LOT 3 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. CONCEPT PLAN COMPLIANCE ALL DEVELOPMENT THAT IS PART OF THIS SITE PLAN SHALL CONFORM WITH THE TOWN CENTER NORTH CONCEPT PLAN, AMENDMENT ONE, ON RECORD AT REC. NO. EXTERIOR LIGHTING ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 26 -503 OF THE WHEAT RIDGE MUNICIPAL CODE. A PHOTOMETRIC PLAN WILL BE SUBMITTED AT TIME OF BUILDING PERMIT APPLICATION. SITE AND BUILDING SIGNAGE ALL SIGNAGE SHALL COMPLY WITH SECTION 26 -1113 AND ARTICLE VII OF CHAPTER 26 OF WHEAT RIDGE MUNICIPAL CODE. V ICINIT Y 1" = 2000' THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS CONCEPT PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT, VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26 -121 OF THE WHEAT RIDGE CODE OF LAWS. WHEAT RIDGE TOWN CENTER APARTMENTS, LLLP, A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP BY: WAZEE PARTNERS, WRTCA, LLC A COLORADO LIMITED LIABILITY COMPANY, ITS GENERAL PARTNER � a n rl _ BY: FYLER H. DOWNS } ITS: MANAGER l ) � U , STATE OF COLORADO ) )SS COUNTY OF JEFFERSON ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS W41DAY OF ht _ , A.D. 2015 BY "Tyltr Doi. A 5 . WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: NOOTA Y PU LIC e u I n CITY CERTIFICATION APPROVED THIS -s'-- DAY OF , 141 BY THE CITY OF WHEAT RIDGE. SHEE TINDEX I SHEET NO. ! DESCRIPTION 1.0 MAIN BUILDING COVER SHEET 2.0 GARAGE BUILDING SITE PLAN 3.0 TOTAL BUILDING COVERAGE1 GRADING AND UTILITY PLAN 4.0 (SF) I LANDSCAPE PLAN 5.0 20,921 PLANT LEGEND & NOTES 6.0 -9.0 75% OF TOTAL REQUIRED BUILDING ELEVATIONS SITE DATATABLE �ONiNG MDCED USE COMMERCIAL (MU-C) ®'. COVER MAIN BUILDING 25,963 REQUIRED GARAGE BUILDING 9,620 REQUIRED TOTAL BUILDING COVERAGE1 35,583 1 29.4 PAR KING STANDA PROVIDED REQUIRED OPEN SPACE PROVIDED REQUIRED GARAGE (SF) ( %) (SF) I ( %) USABLE 20,921 © a G 9,066 75% OF TOTAL REQUIRED LANDSCAPED 17,850 VAN HCI 4,231 35% OF TOTAL REQUIRED HANDSCAPED 12,444 SUBTOTAL HANDICAP TOTAL OPEN SPACE 30,294 25 % 12088 10% OF TOTAL SITE AREA PAR KING STANDA PROVIDED REQUIRED _ SURFACE 78 RETAIL GARAGE 38 SUBTOTAL GROUND FLOOR SUBTOTAL STANDARD 116 Q HANDICAP © a G O z W 0 O d STANDARD HC 4 VAN HCI 1 GARAGE FICI 1 SUBTOTAL HANDICAP 6 5 O PARKING SUMMARY z z z PROVIDED REQUIRED RESIDENTIAL (1 PERDU) 92 RETAIL(3 /1000 SF) 18 TOTAL PARKING 122 110 BICYCLE PROVIDED REQUIRED SPACES 9 w SUBTOTAL BICYCLE 9 9 GROSS SF GROLlN FLO OR RESIDENTIA 19,870 SF RETAIL 6,093 SF SUBTOTAL GROUND FLOOR 25,963 SF M ® r ENGINEER REDLAND 8000 SOUTH LINCOLN STREET, SUITE 206 LITTLETON, CO. 80122 (720) 283 -6783 CONTACT: MR. FRED TAFOYA y r BRITINA DESIGN GROUP 7600 GRANDVIEW AVENUE, (1210 ARVADA, CO. 80002 (303) 456 -2887 CONTACT: MR. BOB COURI BRITINA desip group 0. i (D a Z Q C, y W U © a G O z W 0 O d w ° O w 0 a w 0. N Cl M M N N N N N N 7�4 r M : SHEET Ul O z z z Z w w w � � s O O O U U U � a a a o 0 0 w Q N E w w w ? T a b N M V N Cl M M N N N N N N 7�4 r M : SHEET Ul ALL DEVELOPMENT THAT IS PART OF THIS SITE PLAN SHALL CONFORM WITH THE TOWN CENTER NORTH CONCEPT PLAN, AMENDMENT ONE, ON RECORD AT REC. NO. EXTERIOR LIGHTING ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 26 -503 OF THE WHEAT RIDGE MUNICIPAL CODE. A PHOTOMETRIC PLAN WILL BE SUBMITTED AT TIME OF BUILDING PERMIT APPLICATION. ALL SIGNAGE SHALL COMPLY WITH SECTION 26 -1113 AND ARTICLE V{1 OF CHAPTER 26 OF WHEAT RIDGE MUNICIPAL CODE. 1" = 2000' THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS CONCEPT PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT, VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26 -121 OF THE WHEAT RIDGE CODE OF LAWS. WHEAT RIDGE TOWN CENTER APARTMENTS, LLLP, A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP BY: WAZEE PARTNERS, WRTCA, LLC A COLORADO LIMITED LIABILITY COMPANY, ITS GENERAL PARTNER B Y YLER H. DOWNS ITS: MANAGER STATE OF COLORADO )SS COUNTY OF JEFFERSON i Y' ll J J THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 'ol0DAYOF A.D. 2015 BY SyICC UcwYS WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:' f- Try / NOTAlkY PU LIC CITY CERTIFICATION APPROVED THIS \ S DAY OF t }� , !' THE CITY OF WHEAT RIDGE. CASE HISTORY MAIN BUILDING 25,963 REQUIRED GARAGE BUILDINGI 9,620 a TOTAL BUILDING COVERAGE1 35,583 SI'Z'E PLAN SUBTOTAL STANDARD 116 S HANDICAP u� Z LOT 3 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF z w v w G z p' a N �! w a > THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, 6 5 m o o CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO PROVIDED REQUIRED vy o O RETAIL(3 11000 SF) 18 TOTAL PARKING 122 110 BICYCLE PROVIDED REQUIRED SPACES 9 SUBTOTAL BICYCLE 9 9 Q 0 O V N CO STATEMENT OF PROPOSED USE AND COMPLIANCE WITH ZONING �? WHEAT RIDGE TOWN CENTER WEST APARTMENTS IS A PROPOSED 92 UNIT AFFORDABLE SENIOR HOUSING APARTMENT PROJECT WITH ATTACHED RETAIL SPACE. THE PROPOSED PROJECT IS IN SHEET NO. DESCRIPTION o COMPLIANCE WITH THE MU -C ZONING IN THAT IT IS AN ALLOWED USE AND MEETS ALL OF THE REQUIREMENTS OF THE ZONE DISTRICT AND /OR ADMINISTRATIVE ADJUSTMENT (S) SPECIFIC TO THIS PROJECT. 1.0 COVER SHEET o fl LEGAL DESCRIPTION 2.0 SITE PLAN a GRADING AND UTILITY PLAN m LOT 3 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE NORTHWEST QUARTER OF THE s 4.0 LANDSCAPE PLAN SOUTHEAST QUARTER. SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL U) MERIDIAN,CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO. z 5.0 PLANT LEGEND &NOTES CONCEPT PLAN COMPLIANCE U) ' z = 6.0 -9.0 BUILDING ELEVATIONS ALL DEVELOPMENT THAT IS PART OF THIS SITE PLAN SHALL CONFORM WITH THE TOWN CENTER NORTH CONCEPT PLAN, AMENDMENT ONE, ON RECORD AT REC. NO. EXTERIOR LIGHTING ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 26 -503 OF THE WHEAT RIDGE MUNICIPAL CODE. A PHOTOMETRIC PLAN WILL BE SUBMITTED AT TIME OF BUILDING PERMIT APPLICATION. ALL SIGNAGE SHALL COMPLY WITH SECTION 26 -1113 AND ARTICLE V{1 OF CHAPTER 26 OF WHEAT RIDGE MUNICIPAL CODE. 1" = 2000' THE BELOW SIGNED OWNER(S), OR LEGALLY DESIGNATED AGENT(S) THEREOF, DO HEREBY AGREE THAT THE PROPERTY LEGALLY DESCRIBED HEREON WILL BE DEVELOPED IN ACCORDANCE WITH THE RESTRICTIONS AND CONDITIONS CONTAINED IN THIS PLAN, AND AS MAY OTHERWISE BE REQUIRED BY LAW. I (WE) FURTHER RECOGNIZE THAT THE APPROVAL OF THIS CONCEPT PLAN DOES NOT CREATE A VESTED PROPERTY RIGHT, VESTED PROPERTY RIGHTS MAY ONLY ARISE AND ACCRUE PURSUANT TO THE PROVISIONS OF SECTION 26 -121 OF THE WHEAT RIDGE CODE OF LAWS. WHEAT RIDGE TOWN CENTER APARTMENTS, LLLP, A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP BY: WAZEE PARTNERS, WRTCA, LLC A COLORADO LIMITED LIABILITY COMPANY, ITS GENERAL PARTNER B Y YLER H. DOWNS ITS: MANAGER STATE OF COLORADO )SS COUNTY OF JEFFERSON i Y' ll J J THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 'ol0DAYOF A.D. 2015 BY SyICC UcwYS WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES:' f- Try / NOTAlkY PU LIC CITY CERTIFICATION APPROVED THIS \ S DAY OF t }� , !' THE CITY OF WHEAT RIDGE. CASE HISTORY OZ w w w 0 0 0 U U U F U U U w ~ W W W mmmmin M M M M N N O O it r ARCHITECT" ENGINEER LANDSCAPE ARCHITECT SHEET KEPHART REDLAND BRITINA DESIGN GROUP ' 2555 WALNUT STREET L 8000 SOUTH LINCOLN STREET, SUITE 206 7600 GRANDVIEW AVENUE, 9210 DENVER, CO. 80205 LITTLETON, CO. 80122 " °--- ARVADA, CO. 80002 (303) 832 -4474 E P H A R T (720) 283 -6783 (303) 456 -2887 v CONTACT: MR. DOUG VAN LERBERGHE omrounityupanning . xamhnecmre CONTACT: MR. FRED TAFOYA CONTACT: MR. BOB COURT BRI'(INA des ;q, group SITE DATATABLE Z ONING MP D USE COMMERCIAL (MU C) COVERAGE MAIN BUILDING 25,963 REQUIRED GARAGE BUILDINGI 9,620 a TOTAL BUILDING COVERAGE1 35,583 29A% SUBTOTAL STANDARD 116 S HANDICAP u� Z z z w v w G z p' a w Oz w a > OZ w w w 0 0 0 U U U F U U U w ~ W W W mmmmin M M M M N N O O it r ARCHITECT" ENGINEER LANDSCAPE ARCHITECT SHEET KEPHART REDLAND BRITINA DESIGN GROUP ' 2555 WALNUT STREET L 8000 SOUTH LINCOLN STREET, SUITE 206 7600 GRANDVIEW AVENUE, 9210 DENVER, CO. 80205 LITTLETON, CO. 80122 " °--- ARVADA, CO. 80002 (303) 832 -4474 E P H A R T (720) 283 -6783 (303) 456 -2887 v CONTACT: MR. DOUG VAN LERBERGHE omrounityupanning . xamhnecmre CONTACT: MR. FRED TAFOYA CONTACT: MR. BOB COURT BRI'(INA des ;q, group SITE DATATABLE Z ONING MP D USE COMMERCIAL (MU C) COVERAGE MAIN BUILDING 25,963 REQUIRED GARAGE BUILDINGI 9,620 a TOTAL BUILDING COVERAGE1 35,583 29A% PROVIDED I USABLEI 20,921 1 1 9,066 1 75% OF TOTAL REQUIREDI I LANDSCAPEDI 17,850 1 1 4,231 1 35% OF TOTAL REQUIRED I TOTAL OPEN SPACE 1 30,294 1 25% 1 12088 1 10% OF TOTAL SITE AREA PA RKING STANDARD _ PROVIDED REQUIRED SURFACE 78 a GARAGE 38 SUBTOTAL STANDARD 116 HANDICAP STANDARD HC 4 VAN HC 1 GARAGE HC 1 SUBTOTAL HANDICAP 6 5 PARKING SUMMARY PROVIDED REQUIRED RESIDENTIAL (1 PER DU) 92 RETAIL(3 11000 SF) 18 TOTAL PARKING 122 110 BICYCLE PROVIDED REQUIRED SPACES 9 SUBTOTAL BICYCLE 9 9 rel'ToTmael-"M 17139 ma* gj���ff a • lms NUMBER OF UNITS 92 DU's DENSITY 33.2 DU /AC WHEAT RID""'GE TOWN CENTER WEST APARTMENTS SITE PLA LOT 3 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 35PERPETUAL z NON-EXCLUSIVE I I PARIrE FORARGETOF / \\ ' I L 2 } WAY FOR INGRESS AND EGRESS/ y 424.89' - SO° 10' 59 88 "E I - - -- - - PROPERTY LINE 5' UTILITY & PHASE 2 RAMP 30' PERPETUAL NON-EXCLUSIVE DRAINAGE SEE NOTE 29.5' EASEMENT FOR A RIGHT OF WAY EASEMENT THIS SHEET 29.5' 3,5 .8' I MONUMENT PHASE 2 RAMP FOR INGRESS AND EGRESS SIDEWALK ; SEE NOTE ( WALL (TYP) CHASE (TYP) PHASE 2 RAMP - SIGN (TYP) THIC .0 HFFT ,.— _�c�.. SEE NOTE CDOT RAMP ,'TALL WITH GARAGE (TYP) STORAGE TYPE 3A +iANDRAIL (TYP) OD i - -- w �( R26 a ° I - -------- I m 5' UTILITY & 1 DRAINAGE EASEMENT v � I 3 El , 1l 11 11 a' v CONCRETE PAN ± i 2 g I GARAC y I CONCRETE M W Cr PAN y PROPOSED LOT LINE i 1. PHASE 2 RAMPS SHALL BE INSTALLED BY PROPERTY OWNER AT TIME OF INSTALLATION OF PROPERTY A C PROPOSED BUILD TO AREA LINE ARCHITECT N ' LANDSC ARC HITECT — — — PROPOSED EASEMENT N m WALL (TYP) FINAL NUMBER AND LOCATION OF RAMPS TO BE W Im p 2555 WALNUT STREET O_ 2E APPROVED BY CITY, PROPOSED CURB AND GUTTER z DENVER, CO. 80205 z C C i 5 3 ' ACCESS (303) 832 -4474 0 u W If i 2Z) o nmun2y pla" "tr:� a archkaaaae CDOT RAMP ,'TALL WITH GARAGE (TYP) STORAGE TYPE 3A +iANDRAIL (TYP) OD i - -- w �( R26 a ° I - -------- I m 5' UTILITY & 1 DRAINAGE EASEMENT v � I 3 El , 1l 11 11 a' v CONCRETE PAN ± i 2 g I GARAC y I IQ :t I ..``r I I ` f L CDOT RP,MP ' 5 t ... �. ru � 5. ,, 1' :} a's ^vFY..r.,� X;.: 'x� S. t ;', ° z ,.. *iµp.� ?.K q .•. TYPE: 2A. 29.7' syH i•x 'r ^ d 9 . y ...... ^ .yf . es.• a, l: .1sa'i:�:%�ny'.hr.4`a5s } �'klay �.. .Yy : ,'.f' o- .( ^ ib�i ,•s�'<'<,"•.•rre t. > { ` ., t.� ,,• Y >'Y:r i'f.irp �Y.E� + CONCRETE GARDEN PATH 1 .6 PAN RE: LANDSCAPE - PLAN -- LJ PEDESTRIAN RAMP WITH HANDRAIL (TYP) LOT 3 (TYP) 8.5 i K — I[ - ?� . WALL WITH - HANDRAIL (TYP) 11 ' 4 BIKE RACKS f (TYP) 5 - CDOT RAMP 21.5' TYPE 2A CDOT RAMP TYPE 2A CDOT RAMP TYPE 2A - ACCESS &j )RQ INAGE AS EMENT NOTE: M W Cr Z 0 y PROPOSED LOT LINE -— 1. PHASE 2 RAMPS SHALL BE INSTALLED BY PROPERTY OWNER AT TIME OF INSTALLATION OF A C PROPOSED BUILD TO AREA � V ARCHITECT N ' LANDSC ARC HITECT — — — PROPOSED EASEMENT N m s FINAL NUMBER AND LOCATION OF RAMPS TO BE ' Im p 2555 WALNUT STREET C 2E APPROVED BY CITY, PROPOSED CURB AND GUTTER z DENVER, CO. 80205 z C C i PROPOSED SPILL CURB 3 ' ACCESS (303) 832 -4474 0 u a I - i a o nmun2y pla" "tr:� a archkaaaae IQ :t I ..``r I I ` f L CDOT RP,MP ' 5 t ... �. ru � 5. ,, 1' :} a's ^vFY..r.,� X;.: 'x� S. t ;', ° z ,.. *iµp.� ?.K q .•. TYPE: 2A. 29.7' syH i•x 'r ^ d 9 . y ...... ^ .yf . es.• a, l: .1sa'i:�:%�ny'.hr.4`a5s } �'klay �.. .Yy : ,'.f' o- .( ^ ib�i ,•s�'<'<,"•.•rre t. > { ` ., t.� ,,• Y >'Y:r i'f.irp �Y.E� + CONCRETE GARDEN PATH 1 .6 PAN RE: LANDSCAPE - PLAN -- LJ PEDESTRIAN RAMP WITH HANDRAIL (TYP) LOT 3 (TYP) 8.5 i K — I[ - ?� . WALL WITH - HANDRAIL (TYP) 11 ' 4 BIKE RACKS f (TYP) 5 - CDOT RAMP 21.5' TYPE 2A CDOT RAMP TYPE 2A CDOT RAMP TYPE 2A - ACCESS &j )RQ INAGE AS EMENT I i I � I L F - I I t PROPOSED PROPERTY LINE NOTE: M W Cr Z 0 PROPOSED LOT LINE -— 1. PHASE 2 RAMPS SHALL BE INSTALLED BY PROPERTY OWNER AT TIME OF INSTALLATION OF A C PROPOSED BUILD TO AREA � V ARCHITECT RECEIVING RAMPS BY ABUTTING PROPERTY OWNER(S). ENGINEER LANDSC ARC HITECT — — — PROPOSED EASEMENT N u c' FINAL NUMBER AND LOCATION OF RAMPS TO BE W Im p 2555 WALNUT STREET C 2E APPROVED BY CITY, PROPOSED CURB AND GUTTER z DENVER, CO. 80205 z C C i PROPOSED SPILL CURB 3 ' ACCESS (303) 832 -4474 0 0 a I - a o nmun2y pla" "tr:� a archkaaaae CONTACT: MR. FRED TAFOYA CONTACT: MR. BOB COURT PROPOSED STORM SEWER EXISTING LEGEND a a a ACCESSIBLE ' �- PROPOSED SANITARY SEWER ,PARKING I W EXISTING PROPERTY LINE W W - °- PROPOSED WATER LINE z w ix w - - - - -- EXISTING R.O.W. PROPOSED MANHOLE - - -- — - -- - EXISTING EASEMENT PROPOSED INLET I - - SECTION LINE PROPOSED FLARED END SECTION w r M M M -- ------ ROAD CENTERLINE ^ J i� r r z i -- --- -- ---- - EDGE OF PAVEMENT d PROPOSED WALL -- °- - CURB AND GUTTER w o - "X K PROPOSED FENCE N I - CONCRETE PROPOSED PAVERS S r) a a W o - -- -- Y - - FENCE N SIGHT TRIANGLE a r - RETAINING WALL w EXISTING WATERLINE r„ - - I -- - - -- EXISTING SANITARY SEWER -- - EXISTING STORM SEWER c - EXISTING ELECTRIC LINE ry - ca - -- -- EXISTING GAS LINE r- - -- EXISTING TELEPHONE LINE Face -- -- - - - - -- EXISTING FIBER LINE sr� EXISTING STREET LIGHT PROPERTY LINE - - PROPOSED LEGEND I i I � I L F - I I t PROPOSED PROPERTY LINE M W Cr Z 0 PROPOSED LOT LINE A C PROPOSED BUILD TO AREA � V ARCHITECT WALL (TYP) ENGINEER LANDSC ARC HITECT — — — PROPOSED EASEMENT N W o c' t J W Im p 2555 WALNUT STREET 2E 7600 GRANDVIEW AVENUE, #210 I i I � I L F - I I t PROPOSED PROPERTY LINE NJ° )II �:• PROPOSED LOT LINE PROPOSED BUILD TO AREA RD SEAT ARCHITECT WALL (TYP) ENGINEER LANDSC ARC HITECT — — — PROPOSED EASEMENT N KEPHART REDLAND BRITINA DESIGN GROUP - - PROPOSED ROAD CENTERLINE w o 2555 WALNUT STREET 8000 SOUTH LINCOLN STREET, SUITE 206 7600 GRANDVIEW AVENUE, #210 PROPOSED CURB AND GUTTER z DENVER, CO. 80205 z z z PROPOSED SPILL CURB 3 ' ACCESS (303) 832 -4474 0 0 0 = PROPOSED SIDEWALK a o nmun2y pla" "tr:� a archkaaaae CONTACT: MR. FRED TAFOYA CONTACT: MR. BOB COURT PROPOSED STORM SEWER HC VAN a a a ACCESSIBLE ' �- PROPOSED SANITARY SEWER ,PARKING I W W W W - °- PROPOSED WATER LINE z w ix w PROPOSED MANHOLE PROPOSED INLET PROPOSED FLARED END SECTION w M M M PROPOSED FIRE HYDRANT ^ N N d PROPOSED WALL - —o- PROPOSED HANDRAIL - "X K PROPOSED FENCE PROPOSED CONCRETE U) PROPOSED PAVERS PROPOSED CONCRETE -. PROPOSED CRUSHER FINES PATH N SIGHT TRIANGLE Lwij 0 10 20 40 SCALE: 1" = 20' r m- + A r A c' M M ShIEET —34.8' — BIKE RACKS (TYP) NJ° )II �:• a_ r `m RD SEAT ARCHITECT WALL (TYP) ENGINEER LANDSC ARC HITECT KEPHART REDLAND BRITINA DESIGN GROUP 2555 WALNUT STREET 8000 SOUTH LINCOLN STREET, SUITE 206 7600 GRANDVIEW AVENUE, #210 DENVER, CO. 80205 LITTLETON, CO. 80122 ARVADA, CO. 80002 u 3 ' ACCESS (303) 832 -4474 E (720) 283 -6783 (303) 456 -2887 y CONTACT: MR. DOUG VAN LERBERGHE o nmun2y pla" "tr:� a archkaaaae CONTACT: MR. FRED TAFOYA CONTACT: MR. BOB COURT r m- + A r A c' M M ShIEET —34.8' — BIKE RACKS (TYP) NJ° )II RD SEAT WALL (TYP) a I IROPOSED 3 ' ACCESS �SEMENT HC VAN �� )) ACCESSIBLE ' 0 ,PARKING I SI T E P - r '/ 1 f111Vn O \ 6 i 3 g . —" I e I — J - i - - n LE GEND _ r X 16 Sg 54j4 5413., 6' DIPFIREL� E ;, LUG - _ ���� LES7EI�L/ a r�rF FIRE ^� ( — - °- EXISTING PROPERTY LINE HYDRANT— E XISTING o• TG R.O.W. �� AsyS, o o I ...I I rn I I I 1 ,�'�..'"�'•..,' /.�,J,. .` �, 'r��.. _ ^ -_ _.. — - -_ -.___ .___._ f ;s I I f I c t c v v a 3" TAP GFE EXISTING EASEMENT 5x15.00 fans a a a a w w LL.; LL LL I' r w I w w w u 'I w w w u LL LL ",. hh - -- -_ SECTION LINE u LL ( , .p LL I LL LL LL 1 LL LL I LL LL ¢ I w w ; !: ��. ���� ✓ l O G O O O c7 I C-9 „: O I O (� O O r /; re r 1� r,;�' s - - ROAD CENTERLINE r� °8 r %fit;::. 5 'D IA 3” TYPE K COPPER o DOMESTIC WATERLINE EDGE OF PAVF_MENT — TYPE 13 0 II 11 - -- o i i 2 8 (WEFT ° 5412 1 3" WATER - CURB AND GUTTER GFE =5415 00 < 24 RCP SD ^ METEP, — Alb (4' DIA MH) — — CONCRETE - - - -- q X FENCE v � i� GFE= salsoo o ^�® ah 8„ HDPE <o / EXISTING WATERLINE YY - � EXISTING SANITARY SEWER rs ti 8" NYLOPLAST ^�, "� EXISTING STORM SEWER r� ^ 8" WATERLINE - _ -_ EXISTING ELECTRIC LINE A AREA DRAW TYP - - -- - G -G EXISTING GAS LINE EXISTING TELEPHONE LINE Q a� a� Lq r °' - -_ - FA - EXISTING FIBER LINE O `/�'y!' ° 5 D• ^ h• i °I , s ' .. _ -_ .._ -- - EXISTING CONTOUR MAJOR Vf W 54 y v - EXISTING CONTOUR MINOR i GFE 541567 _ .. $ __, ._— — — — 1 �; �\ z v II - s � - - - -- OPOSED LEGEND -- GFE =sa16 00 - n, ti - cn - - ��- � � �� � � � � � � PROPOSED PROPERTY LINE Qo N a a a a l0 a \ a m t7 1 GFE sate oo i _ — PROPOSED LOT LINE it it It it if H 11 It 11 11 11 -- ------- w w w I w w w w w w I w w `' N --� — — PROPOSED BUILD TO AREA PROPOSED EASEMENT LL LL LL LL 7 _ _. � GFE =5416 33 _ r' - Mh _ TYPE 13 INLET ( SPEC I AL) -- PROPOSED ROAD CENTERLINE - - - - -- Sd 1tE3 11.50 13.36 - S rs v�so %s rt 3 6 PROPOSED CURB AND GUTTER GCE= 5416..3,' A r t tAREA DRAIN TYP > 'y . 's;.. ', t o PR PILL CURB c o y I � „ a ^ e�° y �y /� _ PROPOSE 833 /q. `i <1 ' .$' � ..ri; Q r `< � �. '�f a`Q .r Q .. I 1 E =5*'F1Z50 .0 _ _,.._ _ __. a .GFE= 5416.67 ?? X. .. v 1' .. -, , v .. .,. •2- f - h .. — r D 1!.7�/u G PROPOSED S a h h h •:.;.., ,. .'`°'oh h M i:e✓` +•'°roh '" ' 12 �� • ,. N �:. 8 H - E y +ry..;�... 0 :.�. ' =•<n, 8 °Si;',s,: IV,?. ,, .. ..z S, .w .,; : , ti. M1. ., c, .... z e , ^, ,..i .yl...r n _ » O o _ � � ;. SIDEWALK PROPOSED STORM SEWER A `�a ti^ X12 zo HE °t� PROPOSED ON -SITE PRIVATE STORM v A ..GFE =5416 67 ^. c i ^ 5412 PROPOSED STORM SEWER BY OTHERS - - -_- - LJ ' PROPOSED SANITARY SEWER e 8" NYLOPLAST ' GFE =5417 00 4Y 1�d g - _ ._ AREA DRAW —- PROPOSED WATER LIN E (TYP) �� ^^oF ^o� � PROPOSED MANHOLE cFE =5417 00 AREA DRAIN (TYP) LOT 3 F� / ? PROPOSED INLET _ . CENTER m` -'011L TOWN IeEI�E l ER \ z `. . r� yr If ® PROPOSED FLARED END SECTION z NORTH SUBDIVISION a v I PROPOSED FIRE HYDRANT GFE=541r33 SlJ I I o 5 i ,' PROPOSED SLOPE ARROW FFE =5412.50 _ �I a - — I - —1 Sq� i — � X _ 835 r - F PROPOSED SPOT ELEVATION n GFE -541 r 33 I I tiA > PROPOSED MAJOR CONTOUR 33 8" NYLOPLAST PROPOSED MINOR CONTOUR � 1 ' 2 16 e 6 - AREA DRAN 'i 8" PVC SANITARY (TYP) y— PROPOSED RETAINING WALL 16. 5 SEWER 5' DIA MH. 541 4 _ PROPOSED CONCRETE 7 a r , . ¢ �0 24^ i v_. , .. 6. PROPOSED C 5412 RUSHER FINES PATH a ',. h O b hV ` I 11 RC�jj s a NO° 11' 58.82 W ^ 8" HD E ^ ^' M M ti I QQ D SIGHT TRIANGLE it 8" PDPE ^ ^� 8" HDP ^ ^' 8 HDPC _ �_ ._. D - -6 S4 V I it Tim ' " 59.56 s..i L - 49 Rd'o�` _ - 7rn- a ¢ ¢ Q y_,y a U ° f U 1 U n a sl I y _ F° h v _ yar KEPHART 2555 WALNUT STREET DENVER, CO. 80205 (303) 832 -4474 K E P A T CONTACT: MR. DOUG VAN LERBERGHE :ommunity a pianning a architecture N sl I 1 F° h v C'4 — jI p 4> Ed � iB y w N > Q) o 0 9 p at r t S W_ 8" X 8" TEE _ yar KEPHART 2555 WALNUT STREET DENVER, CO. 80205 (303) 832 -4474 K E P A T CONTACT: MR. DOUG VAN LERBERGHE :ommunity a pianning a architecture N sl I 1 F° h N C'4 — jI p 4> Ed � iB co w N > Q) o 0 9 p at r t S W_ 8" X 8" TEE omg / ENGINEER REDLAND 8000 SOUTH LINCOLN STREET, SUITE 206 LITTLETON, CO. 80122 (720) 283 -6783 CONTACT: MR. FRED TAFOYA p 0 10 20 40 SCALE: 1" 20' ♦. ' �. r• ffi BRITINA DESIGN GROUP 7600 GRANDVIEW AVENUE. #210 ARVADA, CO. 80002 (303) 456 -2887 CONTACT: MR. BOB COURI BRITINA U'd q ii , fiv Q- 1 F° h N C'4 p Ed w U Ed � z U p a co w N > Q) o 0 omg ib n_ a N u° O U M O 0 0 - w w O I­_ z z z Id Ed Id O O O U U U W w w m ct n a a o 0 0 Q VI N fn Z W W W w a rx N=mmE1 ❑ n N N ah a SHEET LOT 3 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO Q- F° h p Ed w U Ed � z U p a Ed v ° w N > w O I­_ z z z Id Ed Id O O O U U U W w w m ct n a a o 0 0 Q VI N fn Z W W W w a rx N=mmE1 ❑ n N N ah a SHEET LOT 3 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO LOT 3 OF " N ORT H :! # LOCATED IN THE THE NORTHWEST QUARTER O THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 OF THE 6TH PRINCI ME CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO T 0 1 1 ORNAMENTALTREE N o 0 0 SHRUBS & PERENNIALS 7 MIS r W L� TURF E STEEL EDGING NOTE. FULL PLANT LEGEND IS ON SHEET 5 0 ( T /�Al1 T PA1P T 0 1 1 ORNAMENTALTREE N o 0 0 SHRUBS & PERENNIALS 7 MIS r W L� TURF E STEEL EDGING NOTE. FULL PLANT LEGEND IS ON SHEET 5 U a c� z 0 N r O J J Y m U O h U o tZ a U w m c � v � Q � J o a �- N — k M r � v � co � C N Lu O O C J � V C ^^ V co co Q U a c� z 0 0 O J J Y 0 U h 0 o w a U w m U Q b a 3 0 z 7 MIS I I i �1 W , o 0 r; Nom • i E �o v N Q N N r r `� ` v 1 2555 WALNUT STREET DENVER, CO. 80205 (303) 832 -4474 CONTACT: MR. DOUG VAN LERBERGHE )� KEPHART community P planning a architecture _ __ —. ----- .S - -6 JS q a R i I —16 FEG E F 9 _ g MIS 1\LVL [Nu p � � 8000 SOUTH LINCOLN STREET, SUITE 206 EI V LITTLETON, CO. 80122 I - rgl:zer y 2 ea 1 Mces (720) 283 -6783 .�� _• rxr „ u. -: CONTACT: MR. FRED TAFOYA _.. ♦ AR I BRITINA DESIGN GROUP 7600 GRANDVIEW AVENUE, #210 ARVADA, CO. 80002 (303) 456 -2887 CONTACT: MR. BOB COURT BRITINA R t Lu SHEET r i u fir... SIT PLAN N a) 00 E LOT 3 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTET OF 0 U RANGE 69 (NEST OF THE 6TH P'RINCIP'AL MERIDIAN, THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP` 3 SOUTH, � p CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 0 c ° N— co �? 2 10 LO cx) v PLANT LEGEND � 9 a �N Deciduous Trees Deciduous / Evergreen Shrubs Cont. Sym Botanic Name /Common Name Size Spacinq Quanity Sym Botanic Name /Common Name Size Spacing Quanity b W GD Gymnocladus dioicus'espresso' 2 1/2" cal. As Shown 3 PO Physocarpus opulifolius'Diablo' 5 gal. 4' o.c. 7 0 ° Espresso Kentucky Coffeetree Purpleleaf Ninebark 0 GT Gleditisia triacanthos inermis'Imperial' 2 1/2" cal. As Shown 3 PS Physocarpus x Summer Wine 5 gal. 4' o.c. 8 co Imperial Honeylocust Compact Purpleleaf Ninebark OR Quercus rubra 2 1/2" cal. As Shown 4 SA Spirea japonica'Albiflora' 5 gal. 2' o.c. 40 Northern Red Oak Japanese White Spirea TA Tilia americana 'Redmond' 2 112" cal. As Shown 4 Redmond Linden SJ Spirea japonica 'Anthony Waterer' 5 gal, 3' o.c. 15 Anthony Waterer Spirea Ornamental Trees SY Syringa patula 'Miss Kim' 5 gal. 4' o.c. 7 Miss Kim Dwarf Lilac AM Amelanchier grandiflora 'Autumn Brilliant' 2" cal. As Shown 7 Autumn Brilliant 5erviceberry VO Viburnum opulus'nanum' 5 gal. 2' o.c. 43 0 Dwarf European Cranberrybush AT Acer tataricum 'GarAnn 2" cal. As Shown 6 0 ° Z a Hot Wings Tatarin Maple Perennials W a V N N MS Malus spring snow 2" cal. As Shown 4 Sym a Botanic Name /Common Name Size Spacing Quanity o Spring Snow Crabapple ASN Aster novae- anglae 3 gag. 18" o.c. 30 x o W a y PC Pyrus calleryana'Chanticleer' 2 1/2" cal. As Shown 7 New England Aster Chanticleer Pear COG Coreopsis grandiflora 'Sunray' 3 gal, 18" o.c. 30 Deciduous / Evergreen Shrubs Sunray Coreopsis ECP Echinacea purpurea 3 gal. 18" o.c. 30 BD Buddleja davidii 'Adonis Blue' 5 gal. 4' o.c. 18 Purple Coneflower Compact Blue Butterfly Bush HEH Hemerocallis'Stella de Oro' 3 gal. 18" o.c. 30 BS Buxus sinrea va. insularis 'Justin Browers' 5 gal. 3' o.c. 28 Dwarf Gold Daylily Justin Browers Boxwood IRE Iris ensata 'Royal Robes' 3 gal. 18" o.c. 30 Purple Japanese Iris CC Caryopteris x clandonesis 'Dark Knight' 5 gal. 3' o.c. 16 Dark Knight Blue Mist Spirea VIM Vinca minor 3 gal. 18" o.c. 30 Periwinkle CS Cornus stolonifera'Farro' 5 gal. 4' o.c. 55 VPV Verbena canadensis'Homestead Purple' 3 gal. 18" o.c. 30 Arctic Fire Dogwood Purple Verbena EA Euonymous aiatus compactus 5 gal. 4' o.c. 8 Ornamental Grasses Dwarf Burning Bush EF Euonymus fortunei 'Emerald n Cold' 5 gal. 4' o.c. 16 CAO Calamagrostis acutiflora 'Karl Foerster' 3 gal. 3' o.c. 143 w w w Emerald n Gold Euonymus Feather Reed Grass 2 2 2 0 000 JS Juniperus sabina'Blue Chip' 5 gal. 5' o.c. 28 FEG Festuca glauca'Boulder' 3 gal. 18" o.c. 32 0 Buffalo Juniper Boulder Blue Fescue Grass MIS Miscanthus sinensis purpurascens 3 gal. 3' o.c. 72 a PA Picea abies'Pumila' 5 gal. 4' o.c. 21 Purple Maiden Grass A Dwarf Norway Spruce o 0 o cnna PF Potentilla fruticosa 'Snow Bird 5 gal. 2' o.c. 66 PEA Miscanthus sinensis 'Hameln' 3 gal. 2' o.c. 31 ¢ U) U) 0 Snow Bird Potentilla Dwarf Fountain Grass r > > > rc re ne am aa-e3 z (�I Turf Sod Q 0 E N a s ,' .. to . - c TOTAL LANDSCAPE AREA 17,850 sf TOTAL TURF AREA 3,938 sf TOTAL PLANTING BED AREA 13,912 sf (includes shrubs, perennials,ground cover and mulch) COMMUNITY GARDEN AREA 2,184 sf PARKAREA 6,745 sf (includes the North and West areas around the building and the area between the main entry and the garden area) LANDSCAPE NOTES 1. ALL LANDSCAPE BEDS TO RECEIVE 3" DEPTH OF DECORATIVE ROCK OR WOOD MULCH. 2. ALL TURF AREAS TO BE IRRIGATED WITH AN AUTOMATIC POP UP AND /OR ROTOR SPRINKLER SYSTEM. 3, ALL PLANTING BEDS TO BE IRRIGATED WITH AN AUTOMATIC DRIP IRRIGATION SYSTEM. 4. ALL IRRIGATION TO BE CONTROLLED WITH AN AUTOMATIC IRRIGATION CONTROLLER WITH RAIN SENSORS. 5. ALL LANDSCAPING IN THE AMENITY ZONE ALONG THE WEST SIDE OF VANCE STREET SHALL BE COMPLETED AS PART OF THIS PROJECT. ARCHI TECT KEPHART 2555 WALNUT STREET 0 DENVER, CO. 80205 (303) 832 -4474 . E P H A R T CONTACT. MR. DOUG VAN LERBERGHE omet " "a .PW,,mq.amhRe ^.mre ENGINEER LANDSCAPE ARCHITECT REDLAND � BRITINA DESIGN GROUP 8000 SOUTH LINCOLN STREET, SUITE 206 E 1l LAN 7600 GRANDVIEW AVENUE, #210 LITTLETON, CO. 80122 ARVADA, CO. 80002 (720) 283 -6783 * sn. �c oaxrz (303) 456 -2887 CONTACT: MR. BOB COURT BRITINA CONTACT: MR. FRED TAFOYA J.n 4'. J¢W� SHEET am W CL * "1 1 Elf V) SHEET am WHEAT RIDGE TOWN CENTER WEST APARTMEN SIT E PL LOT 3 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO ST E 2 ),, U OR T H ELEVI 3/32" = 1' 0" _. .......... ,.,..�� .t.UMINATED RETAIL GROUND FLOOR TRANSPARENCY = AC:ADF AREA RFTWFEN 3' ARFA OF TRANSPARFNr,"'( PFR(;FNTA(,F OF 0 FAR. NON - 4ND & ADOVE FIRST FLOOR BETWEEN T A.ND 6 60 VE FIRST PEFLECI I VE GLASS BETWEEN SAND 8" FINISHED ELEVATION FLOOR FINISHED ELEVATION ABOVE FIRST FLOOR FINISHED ELEVATION 684 SF 428 SF 64 F O ARCHIT -- _ W w KEPHART .n Lli 2555 WALNUT STREET DENVER, CO. 80205 (303) 832 -4474 K E P H A R T w i CONTACT. MR. DOUG VAN LERBERGHE community a panning N archicectwc C) ENGINE REDLAND p y 8000 SOUTH LINCOLN STREET, SUITE 206 E �_A 0 LITTLETON, CO. 80122 (720) 283 -6783 CONTACT: MR. FRED TAFOYA �< „ LANDSCAPE ARCHITECT SHEET BRITINA DESIGN GROUP 7600 GRANDVIEW AVENUE, #E 210 ARVADA, CO. 80002 (303) 456 -2887 BR IT I NA CONTACT: MR. BOB COURI I u O 2 a' 21 z �u R Ni O di rj > F O ARCHIT -- _ W w KEPHART .n Lli 2555 WALNUT STREET DENVER, CO. 80205 (303) 832 -4474 K E P H A R T w i CONTACT. MR. DOUG VAN LERBERGHE community a panning N archicectwc C) ENGINE REDLAND p y 8000 SOUTH LINCOLN STREET, SUITE 206 E �_A 0 LITTLETON, CO. 80122 (720) 283 -6783 CONTACT: MR. FRED TAFOYA �< „ LANDSCAPE ARCHITECT SHEET BRITINA DESIGN GROUP 7600 GRANDVIEW AVENUE, #E 210 ARVADA, CO. 80002 (303) 456 -2887 BR IT I NA CONTACT: MR. BOB COURI 4 - � EAST ELEVATION I J 3/32' = 1 r-& -- SOUTH E = To" WHEAT RIDGE TOWN CENTER WEST APARTMENTS SITE PLAN LOT 3 OF TOWN CENTER NORTH SUBDIVISION LOCATED IN THE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO JAWAM c Lu z C) c Z j 01 0 i z. uj i cl) 1 cr >i c Lu z C) z z LU LU Lij c L LIJ L < ARCHITECT uj KEPHART 2555 WALNUT STREET L DENVER, CO, 80205 (303) 832-4474 KEPHART 19 L CONTACT: MR. DOUG VAN LERBERGHE community m plarming V archilemro ENGINEER REDLAND 8000 SOUTH LINCOLN STREET, surrE 206 r) LA N LITTLETON, CO. 80122 IZE (720) 283-6783 CONTACT: MR. FRED TAFOYA LANDSCAPE ARCHITECT SHEET BRITINA DESIGN GROUP 7600 GRANDVIEW AVENUE, 4 21 7 ARVADA. CO- 80002 (303) 456-2887 BRITINA CONTACT: MR- BOB COURI z z LU LU Lij ME � I ,� � .,fir r . � r .. r� ,. �• �... - � r 4. ';. r �... BRICK. R::BINSON COLONIAL SMOOTH a BRICK. W,8fNSON COLONIAL SMOOTH O Z BRICK Rt)BINSON COLONIAL SMOOTH I I ARCHITECTURAL COMPOSITION ROOFING' GAF TIMBERLINE - SLATE STUCCO MEDIUM SAND COLOR. BENJAMIN MOORE 91-IC 98 BRICK ROBINSON COLONIAL SMOOTH O 1 i It in o I ARCHITECTURAL COMPOSITION ROOFING. GAF TIMBERLINE -SLATE STUCCO: MEDIUM SAND COLOR: BENJAMIN MOORE #HC 98 BRICK ROBINSON COLONIAL SMOOTH A � � . e AM i" ■ KEPHART 2555 WALNUT STREET DENVER, CO. 80205 (303) 832 -4474 CONTACT: MR. DOUG VAN LERBERGHE KEPHART community a planning a architecture REDLAND 8000 SOUTH LINCOLN STREET, SUITE 206 E Q LITTLETON, CO. 80122 -- -- (720) 283 -6783 / F ^e+^e mg Gum, Places CONTACT: MR. FRED TAFOYA BRITINA DESIGN GROUP 7600 GRANDVIEW AVENUE, # 210 IrJ �Q �7mKex :IItIIM (303) 456 -2887 BRIT 1 hl A CONTACT: MR. BOB COURT 1 . +w SHEET k N N ZI r U 00 0: U� t y 0 C 0 CL O p G Q w a 3 J N �—k c'n rl � N � c N LLI c O Uj U C7 0 C7 Cs 0 00 O Z BRICK Rt)BINSON COLONIAL SMOOTH I I ARCHITECTURAL COMPOSITION ROOFING' GAF TIMBERLINE - SLATE STUCCO MEDIUM SAND COLOR. BENJAMIN MOORE 91-IC 98 BRICK ROBINSON COLONIAL SMOOTH O 1 i It in o I ARCHITECTURAL COMPOSITION ROOFING. GAF TIMBERLINE -SLATE STUCCO: MEDIUM SAND COLOR: BENJAMIN MOORE #HC 98 BRICK ROBINSON COLONIAL SMOOTH A � � . e AM i" ■ KEPHART 2555 WALNUT STREET DENVER, CO. 80205 (303) 832 -4474 CONTACT: MR. DOUG VAN LERBERGHE KEPHART community a planning a architecture REDLAND 8000 SOUTH LINCOLN STREET, SUITE 206 E Q LITTLETON, CO. 80122 -- -- (720) 283 -6783 / F ^e+^e mg Gum, Places CONTACT: MR. FRED TAFOYA BRITINA DESIGN GROUP 7600 GRANDVIEW AVENUE, # 210 IrJ �Q �7mKex :IItIIM (303) 456 -2887 BRIT 1 hl A CONTACT: MR. 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FRED TAFOYA a BRITINA DESIGN GROUP 7600 GRANDVIEW AVENUE. # 210 ARVADA, CO. 80002 (303) 456 -2887 CONTACT: MR. BOB COURT Y 0 © d J x > z U U w U 0 cn T a w r-4 K O a O Q d ml > H O Z I a �i a LIJ �. J i ■ 0 SHEET �i 1 2t -8" DOUBLE '�'';ED DIREC T ZONAL ALUM. SIC' -N FACE W / APPLIED VINYL GRAPHICS OTY 2