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HomeMy WebLinkAbout5900 W. 38th Avenue6 POU"M5,°'"DEEB AND HM XORIZ HOLL HORONTAL 0NTP1 aro am STANDARD STEEL PROJECT GENERAL NOTES Kenny Davis Architects AMIE HR HOUR Lakewood CO 80232 STORAGE 303-960-5813 1.2.1 Applicable Codes AT HT HEIGHT ESTORnRu SORUCT STRUCTUREorgtuCTERPl Michael Harvey P.E., LLC A ON ANCORBOLL HIR HEATER 2018 International Mechanical Code SYMETRICA 1. ALL WORK SHALL COMPLY WITH THE GOVERNING LAWS, CODES AS ANCHOR AVIA Hvnc HunNIONINGVENTILATION and AIR SYMSUE SVM 20091GO At 17.1 Accessible and Usable Buildings and FatilNes AND ORDINANCES OF THE STATE OF COLORADO. ABV ABOVE 1.2.2 Snow 8 Wind Leads COTWATERNG SVS VNITEMRpP1 SYSTEM Ground snow load: 30.0 psi ACT ACDCUSTICAL How HOTWATER r TREAD 2. THESE DRAWINGS DO NOT INDICATE ANY STAGING OR PHASING. ACT AREADRILALCause; ICESSUKTILE EfiHave HIG WArERXEAIER T&G TOP ANDNGUE Construdion Type (existing) Type V -B AD ADDENDUM«ACCESS WOR mvr HIGHWAY Tac TONGUEANDGRWVE NDGRO 3.RIS IN THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS (IF ADD ADDENDUM IBC INTERNATIONAL BuImINGCODE« TB TOWEL BAR INCLUDED THAT THE GENERAL CONTRACTOR AND EACH OF HIS ) ARE AIDACEM°r INSTALLEDBYRACTIX2 Y TBC TOP OFBACK OFCURB Proposed B Group SF 3,500 at 10 INSIDE DIAMETER SUBCONTRACTORS PROVIDER MATERIALS, ARE FLOABLE ABOVEEGATEFINISHEDFLOUR IN INCANDE TELE TELEPHONE SUPPLIWITHIN EQUIPMENT MPLETE AND QUI THEIR ADD TEMP TEMPOREIDGLreMPERATERE ALU MR HANDLING MRRHANATE urvrt INLAND INCANDESCENT TG TEMPERED Goss WORK WORK WITHIN THE RECOGNIZED STANDARDS OF RESPECTIVE STANDAR ALT ALTERNATE INCL INFORMATI THERM THERMOSTAT WORKMANSHIP OF WORKMANSHIP OF THE INDUSTRY. ALUM ALUMINUM INFO INFORMATION THK TormIQWESS ANODPPR APPRIZED ITT IrvTERIOR «wsuuTED THIn LL LDY NS AND ARCHox APPROXIMATE INT INTERIOR To OPOFTHRESHOLD TOP OF C NDITIONS IN HE FIELD ANDRIFY CONDITIONS IN THE FIELD AND NOTIFY ARCHITECT WHERE ANV ARCHITECT ARCH ITECTUR ARCHITECTURAL IMMEO INTERMEDIATE AOL TOP OF CONCRETE CONFLICTS EXISTS. ART ARcryn PPLEMENTAL IrrvERr TOW TOP OF STEEL INSTRUCTIONS TIONs He JC JOIST LQSET TIM TOPOF WDLL Jar JOIST 5. ALL AND SE CTORSSHALL ASPH ASPHALT TIM TOILET PAPER I&peryseR Auto AVENUEm UTOMA JT JOIUNKIIr TUBES ory AND NDIVISIT TH ONS THOROUGHLY VERIFY EXISTING CONDITIONS AND LVESPECTI AVE AVENUE KD K°wHENawN IRS Ts EI9_ TELE STEEL ENSION ET THEIR AREA OFWORKTO DIMENSIONS AVG IRT KITCHEN ry TELEVISION COSTS AND BID NOT E SUBMITTINGCOSTS AWP SERGAVERAGE CPL WALL PANEL KD UL FOR ANY ADDIARCTIONAL WOR NOTOR IN FOR WORK TSHOWN OCUMENT S LASE BASE KPATE KICK KILORATO UL UNDER UNDERWRITERS LABORATORY IT BALANCE N CONFLICT W ITB THE BALANCE CONTRACT ENTS, CONFLIRESPOCT B.O.OBY OWNER us U LAMINAE ED EOVER SCALED 6. WRITTENDIMENSIONS. DIMENSIONS TAKE PRECEDENCE OVER SCALED PRECEDENCE E B.O.F. BOARD FUTURE LAM LAMINATE WIN Very UNLESS UNLESS OTHERWISE NOTED DIMENSIONS. BO BOARD LAY LAVATORY O05 URINAL OTHERWISE SPECIFIED Brt BITUMINOUS LEL LABEL oV IRR LEADER T. INJURIES BLOG BUILDING OSIULSURVEv BSEMMorc IN LH LEFTHANDV VARY COLT PE SONOR DAMAGE IL DING DU TO ACCIDENTS TOPERS ON OR DAMAGE TO BUILDING ACCIDENTS OF ANY BeM BOTTOM cn MARK LKR LONG VAR VAPORBARlEs NATURE OR CAUSE DURING CONSTRUCTION. TION. BOT BOTTOM OURUs LE LONG LEG HICVERTICAL VB VII BSG BASEMEN Lw LONGLEG VCT CORRIER Ulan COMPasrtloN TWE 8. TA ITH Hl BSMr BASEMENT CP PANELaL LGNTING PANEL«uGHT PaaoF VENT VERIFY PLUMBING, ANDSI ERAL DOCUMENTS PRIOR PLUMBING, ELECTRLL ICAL CONTRACT OCUMENT C CAuuewG LT uSNT VER VERIFY GOFORINST LATEFALLIT TO ORDERING OF OR INSTALLATION OF ALL ITEMS AND WORK. GL CENTERLINE LTL LINTEL VERT VESTIBUL CAISNE CABINET VEST VESTIBULE IsIory MACH MA MACHIN MAGNETIC 9.INFORCINGFO ADEQUATE BLOCKING ANDPARTITION ROD COD CONsEI)CIRUTTECHANGEmREerNE CONSTRUCTION gas MASONRY VIN VIN VI IFYBIHET VOLUME ETVINYL REINFORCING ALL WALL MOUNTED CABINETRY,ACCESSORIES, CODE CLOseoDODEPTELEVISION MAs MAsoryftr VOL VOLUME EQUIPMENT AS SHOW AND HANDRAILS,AND OTHERS OCT cool RIMENTOF MAIL MATERIAL VTR VENT ONBOUGHROOF ARCHITECT INTE, AS DIRECTED BY ARCHITECT INTERIOR DESIGNER ANDIOR OWNER. TRANSPORTATION TR4rySPORTArgN MAXIMUM BEM COUNITEmous Ma BIB MOISTURE BARRIER W w WESTorALLCOVERING WEST«WIDE 10.ALL RATE ASSEMBLIES DEC CORNER MEDH MECHANICAL WHO, WHEREOCcuR9 NUMBERS REQUIRE SPECIFIED U.L. DESIGN NUMBERS REQUIRE THE SPECIFIED PRODUCTS AND DESIGN SAND CG CORNER GUARD MEW MEDIUM DID PEACE cnsr IN PEACE MEMS MEMBRANE wti; wAONiea MATERIALS, AND OF INACCORDANCE WITH LIRc CIRCUMFERENCE MEP MECHANICAL ELECTRcnL°m CLOSET NATIONALLY RECOGNIZED STANDARDS AS RECOMMENDED BY THE OGNIZ DSTNDARDS E CJ CONTROuoINT PLUMBING We WITHOUT NATIONAL FIRE PROTECTION ASSOCIATION AND THE GOVERNING MAP WATER RESISTANT CK CORK TILE MEZ MEIIANINE we WALL COVERING AUTHORITIES. a COLUMN LINE MFR MANUFACTURER WD WWD CLO CEILING MH MANHOLE woo WIDOW 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR SATISFACTORY CLOS CLOSET MIN MINIMUM WE WIDE FLANGE °r WOOD FLOORING REPAIR OR RESTORATION TO CITY STANDARDS OF ANY PUBLIC CCR CLEAR MIRK MIRROR AGE WIRE GLASS INFRASTRUCTURE CHANGED OR DAMAGED BY CONSTRUCTION CM CE"TIMETERs MISC MISCELLAAEous WP WRKING cMu wrycREPE MAsoNRruun MM MILLIMETERS ACTIVITIES RELATED TO THIS PROJECT. POINT WORKING POINT CO CHANGE ORDER «CLEANOUT me MASOHRYOPENING WSW Wscr WEIGHWT Ca COLOMw MTD MOUNTED) 12. GENERAL CONTRACTOR IS TO ENSURE THAT THE PUBLIC ROW C CONICVA CONCRETE MOL METAL WWF WEIGXT WIRE FAemc ADJACENT TO THIS SITE IS KEPT FREE AND CLEAR OF MUD AND CONF CONFEaENCE MUL MULLION YD YARDED YARD DEBRIS THAT RESULT FROM CONSTRUCTION ACTNITIES RELATED CONN CONNECTION (N) new TO THIS PROJECT. CONSTR CONSTRUCTION N NORTH CONT CONTINUOUS NIC NOT IN CONTRACT Me NUMBER 13. THE GENERAL NOTES, SYMBOLS AND LEGENDS CONTAIN CCN IR CORK CONIFACTOR CORRIDDR«CORRUGATED NOM NOMINAL INFORMATION THAT MAY OR MAY NOT PERTAIN TO THIS CPT CARPET PRO NOISE REDUCTION COEFFICIENT PARTICULAR PROJECT. Or CERAMIC TILE NOs NOTTOSCNE BTR COUNTER CIA OVERALL 14. DIMENSIONS TAKEN FROM EXISTING FINISHED CONSTRUCTION Co CUBIC OC ON CENTER (EG. DRYWALL) IS RELATIVE TO FINISHED SURFACES. cY CUe¢vutD OD OUTSIDE DIAMETER DAMP DAMPROOFNG OF OUTSIDE FACE 15. DIMENSIONS SHOWN FOR NEW CONSTRUCTION ARE TO FACE OF SEL DOUBLE OFT OFFICE ON OPPOSITE HAND FINISHED SURFACE/ EXCEPT POINT ELEMENTS (POSTS, COLUMNS, DEG DEMO DEGREE DEMOLISH DEMOLITION OPENING ETC ) ARE TO CENTER OF STRUCTURAL ELEMENT. DEPT DEPARTMENT T O CPP OPPOSRE OF DRINKING FOUNTAIN oro DIMENSIONS SHOWN FOR WINDOWS ARE DIA DIAMETER P MUNDED-TDouTSIDE PROP ET OF ENING. GENERAL CONTRALTO ONTR CT ARE TO LCONTRACTORARE DIaG DIAGONAL PA PROPERTY LINE REFERTROUGH H THE REFERENCED THE SCHEDULED EOACCOMMODATTHATASSEMBL DIM DIMENSION PAG PARALLEL vnwARDeD CONTRACT OPENING SET OPENING ACCOMMODATE HE DISP DISPENSER PAR PARALLEL RAND OUGH-OPENING AND ANV ROUGH -OPENING CLEARANCES AS MAY BE REQUIRED BY CLEARANCES REQUIRED DIV DMIION PCO PROVIDED BY OTHERS THE MANUFACTURER OF THE ASSEMBLY. DR DOWN Pc PERFORA DR DOOR PERF PERFORATED Ds DETAIL m PERIM PARKING IGN' DIRECTS ALL FRAMING AND FINISH SUBCONTRACTORS Dr. DETAIL PCG PARKING TO EN ENSURE THAT ADJACENT OR RELATED FINISHED SURFACES ARE DING DRAWING PL PLATE IN IN PLANE. DluweG PLAN PLASTIC LAMINATE 18. CONTRACTOR TO VERIFY REQUIREMENTSMARSHALIN ALATHE (E) LEI EXISTING Pus PLASTER CAL WITHLOCAL IF BY FI MARSHAL IN IF CO TIRCTO THE E FAST PLBG PLUMBING CHARGE, THEN THE GENERAL CONTRACTOR IS TO SEPARATELY CHARGE, THEN GENERN.AL IS TO EA EACH FUEL ALARM DRAWINGS AND SYSTEM PROVIDE ENGINEEREDFORREVIEW EB EXPANSION PM. PANEL PANEL BD EXHAUST TD CT Pa15HED SPECIFICATIONS FOR REVIEW AND FOR INSTALLATION EF FANO EXHAUST FANmEACH FACE He PR PARK «PROPOSAL REQUEST OF SYSTEMS. EJ ELEVATION MINT PREFAB PREFAIMICATED M ELEVATION PRESE PRED RESSE 19. SPRINKLER SYSTEM MODIFICATIONS REQUIRED TO MEET ELEC ELEVATOR PRIM PRESTRESSED SS SPACING AND COVERAGE ARE TO.I REVIEWED ELEV ELEVATOR PRIM PRIMARY BYGENERALB CONTRACTOR WITH CALJURI,DICTION. IF WITH LOCAL RI EMR EMERGENCY PROM PROJECT REQUIRED BY THE FIRE MARSHAL IN CHARGE, GENERAL IN ENGR ENGINEER PSF POUNDS PER SQUARE FOOT BOB EDGE OF BLUE PSI POUNDS PER SQUARE INCH CONTRACTOR IS TO SEPARATELY PROVIDE ENGINEERED FIRE EQ EDO& PT POSTTENSIONED°r PORCELMNTLE ALARM DRAWINGS AND SYSTEM SPECIFICATIONS FOR REVIEW AND EQUIP EQUIPMENT PT POINTOFTAUGENCY FOR INSTALLATION OF SYSTEMS. BE EACH PTO PAPER rOAEL DISPENSER EST ESTIMATE Was PAPER TOWEL DISPENSER AND 20. THE TERM 'SYSTEM' REFERS TO THE SPECIFIED PRODUCT AS EW EACHWAY RECEPTACLE WELL AS ALL ACCESSORIES, TRIM PIECES, AND FASTENERS ewe ELECTRIC WATER COOMR PON PARTWIN REQUIRED TO INSTALL THE SPECIFIED PRODUCT INA SAN ELECTRIC WATER HEATER PER PAPER TOWEL RECEPTACLE COMPLETE, FUNCTIONING AND CODE COMPLIANT MANNER. EAT EXTERIOR PVC POLYVIrvvwHLORIDE F FARENHEIT Even PAVEMENT FA FIREALARM OR OWRRYTILE FAC FIREALMMCABINET OTY QUANTITY FACP FIRE ALARM CONTROL PANEL ge REMOVE Ban FURNISHED BY OTHERLS) R RISER FD FLOOR BRAIN or HIRE DAMPER RAD RADIUS T FEN FOUNDATION RE RUBBER BASE (E) STRUCTURE ABOVE FE FIRE EXTINGUISHER RLC RUBBER BASE COVE FEL FIRE EXTINGUISHER CABINET Ran RUBBER BASE SIRAIGM 1 FF FINISHED FLOOR RET RUBBERTILE 7 FEE FINISHED FLOOR ONE RD ROOF DRAIN a ROAD FH FIRE HYCRAM RE REFER TO w REFERENCE RED FIRE HOSE CABINET RED RECEMED) RATED SLIP TRACK AT HEAD FHMS FLATHEADMACHINESCREW Mal RECEPTACLE ENV FRE HOSE VALVE RET REFRIGERATOR or REFFUGERATED WALL TYPE GENERAL NOTES FHWS FUTHEADWOODSCREN sell REINFORCED 31R" FIBERGLASS BATT INSULATION FM FINISHLED) READ REQUIRED 1. REFER TO FLOOR PLAN FOR FIAT FIXTURE RESL REQUEUT FUR FLASHING REN REVISE. REVISED or REVISKANON FIRE WALL LOCATIONS FIA FLUORESC RF ROOFINNTFLOORIHG Foe FLUORESCENT RET RocrwS 2. PARTITIONS SUPPORTED FOB FACE OF rE RFL RIGHT BVSLAB ON G SI PROVIDE 18 GA MTLSTUDS FON FINISH FACE OF FINISH RH HED TOE, SLIP TOP PPROVE.C. 00sONEL OR APPROVED FOM FACE OF RL RAIN LEWDER MIN ODATJOINTTO ACCOMODATE T OF VERTICAL EQUAL) 313E EQUAL) W ONE LAYER 5/8' GB EA. SIDE Fos STUDMASONRY FACE OF STUD RM Roots MOVEMENT. UL FR FIRE RESISTIVE FIRE RO ROOF SLIP TRACK AT ASSEMBLY FOR SLIP TRACK AT FRP INCEDRATES FIBERGLASS REINFORCED PUJEUINGI PAI ROW OVERRHG ROOF DRwlry RATED PARTITIONS. FRr FIRE RETARDANT TREATED ROW RISHTOEwMS FOOT T) (FEET) RPM REVERSEONS PER MINUTE En FTG FOOTING Rvs 3. OVIDE JOINTS AT FEW FURRISHIem RAIN RCO croR FAIN WATER RETHANTROL MORE THAN 30'-0" OC FOR MORE PURR R FURRED or FURRING 3 8 SOUTH SOLID AL WALL Pur FUTURE Be CORE CORS CONSTRUCT CONSTRUCTION VE caawEr SCD SEAT sEAEIDJUE DISPENSER GA GA GAUGERE GAUGE sceao SCHEDULE 4. CONT. 6" X 20GA BACKING SUBSTRATE W CONSTRUCTION SUBSTRATE W CONSTRUCTION GALv cALvnnlzeo sD SOAP DISPENSER PLATE AT PIPE SUPPORT ADHESIVE BE ARABeAR sec secnou sF SQUARE FEET LOCATIONS. RE PIPING GC SEND GENERAL CONTRACTOR GLAZEDCONCRETEMnwNRYUNITS) am SHEET DRAWINGS FOR LOCATIONS, BASE PER SCHEDULE GI GALVANIZES RON SHIPS SHEATHING SECURE BACKING TO WALL GL GLwss«GLAVNG SHwR SUOwER STUDSW#10 TEK SCREWS@ GND GROUND SIM SIMILAR 18"O.C. FLOOR FINISH PER SCHEDULE GR GRADE SNC SANRARV NAPKIN CABINET GRT GROUT $No SANRARV NAPKIN DISPENSER GT GLASSTILE SNR SANRARV NAPKIN RECEPTACLE SNB GYPSUM WALLBOARD SCFE SCEFET GYP GYPSUM SPECS SPECIFICATIONS) GYP. SO GYPSUM BOARD SPKL SPRINKLER HAS HEADED ANCHOR STUD SPKR SPEAKER ATTACH NEW WALLS TO (E) STRUCTURE He HOSE BIB SPIRT SUPPORT HILTI UX POWER FASTENER @24'OAW He HOLLOW CORE or HANDICAPPED SQ SQUARE OWALL TYPE 1.5' EMBED MIN. HOAS HEADED DEFORMED ANCHOR STUD SR SINK RECEPTACLE INTERIOR PARTITION HDR HEADER as STAINLESS STEEL 1 HR RATED I UL U419 HDWR HARDWARE ASK SERVICESINK STA STATION UNIT 1 5103 SF EXIT NEW OVHD DOOR CODE PLAN AND AREAS 1" = 20'-0" UNIT 2 5032 SF Ia I I I EXIT 20'. 0' EXIT UNIT 3 4763 SF EXIT ELECTRICAL 101 SF 1.0 General Information DESIGN TEAM Name of Prcject Commercial Core and Shell Renovation Architect Address 5900 W 38th Ave. Wheat Ridge, CO 80212 Kenny Davis Proposed / Current Use B Occupancy I B Occupancy Kenny Davis Architects 07/26/21 1638 S Brentwood St 1.2 General Code Data Lakewood CO 80232 A300 303-960-5813 1.2.1 Applicable Codes Kenny@kannydavisarchiteds.com 2018 International Building Code Mechanical 20181ntematiDnal Residential Code Michael Harvey P.E., LLC 20181ntematiDnal Plumbing Code 21041 Saddleback Circle 20181ntemabonal Fuel Gas Code Parker, CO 80138 2018 International Mechanical Code 720-218-1154 2018 International Fire Code mharveype@comcastnet 2018 International Energy Conservation Cade 0 HR 2020 National Electric Code Electrical 20091GO At 17.1 Accessible and Usable Buildings and FatilNes Brent A. Papesh, PE Roof Construction Hutchison-Papesh Engineering Corp. 1.2.2 Snow 8 Wind Leads 13986 W Bayles Ave 08/20/21 Lidlek)n, CO 80127 Ground snow load: 30.0 psi 303-973-9779 Wind Speed: 115mph I Exposure C brent@hutchenginaedng.com Seismic Zone: One P-3 Frost depth: 30 inches below finished grade Contractor Sam Leger 2. Building and Site Data 303 Construction 400 S. Broadway Construdion Type (existing) Type V -B Denver, GO 80209 SpdnkNrs(existing) No 303-941-8112 Standpipes No Building Height (existing) 18'-011fi Building Area (existing) 3,500 at Site Lot Area (existing) .58 acres Building Stones (existing) 1 Building Stones(new) 1 3. Use and Occupancy Classification Group B per Section IBC 306 Current B Group SF 3,500 at Proposed B Group SF 3,500 at 4. Special Requirements based upon Use and Occupancy NIA 5. General Building Heights and Areas Basic allowable Area per story per IBC Table 503 B = 9,000 SF (based upon Type V -B construction) No Area Increases are being proposed. _ H M \VIw o'NGagt .T'�l "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in e6ed at Che time of submittal. Reasonable What was exercised in checking for Cade compliance. The stamping of MORE 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 therem. Plan Reviewer Kai Date 09/02/2021 ■ Sheet List 07/26/21 SheetSheet Number 6. Type of Construction Issue Date A200 Type V -B 07/26/21 ® NEW FLOOR PLAN 07/26/21 A300 Fire Resistance Rating Requirements, 07/26/21 S100 Structural Fame 0 HR 5200 Bearing Walls Exterior 0HR M-1 Bearing Walls Intenor 0 HR M-2 Non Bearing Extenor Walls 0 HR M-3 Non Bearing Interior Walls 0 HR M-4 Floor Constmaw 0 HR M-5 Roof Construction 0 HR 1. ALL WALLS ARE TYPE 1 U.O.N. 2. MAX TRAVEL DISTANCE = PROPOSED +/- 70'-0" MAX TRAVEL DISTANCE = REQUIRED < 200'-0" UL DESIGN NO. U419/ WALL TYPE 1A FIRE RATING: 1 Hour STC: 48 SOUND TEST: USG -180602 SYSTEM THICKNESS: 4718' 2'-0" 2'-O' ASSEMBLY OPTIONS GYPSUM BOARD: ONE LAYER 518' THICK GYPSUM BOARD (UL TYPE SCXw) STEEL STUDS: 3.518' STEEL STUDS, EQ20 (0.0201 SPACED 24' O.C. INSULATION: 3-112' THICK GLASS FIBER BATT INSULATION GYPSUM BOARD: ONE LAVER 5/8' THICK GYPSUM BOARD (UL TYPE SCXw) NOTES: $TUD AND INSULATION SIZES ARE MINIMUM UNLESS OTHERWISE STATED IN DESIGN. FOR THE MOST UP-TO-DATE INFORMATION OR ASSEMBLY OPTIONS, REFER TO THE UL FIRE RESISTANCE DIRECTORY. REFER TO THE UL FIRE RESISTANCE DIRECTORY FOR INFORMATION REGARDING PRODUCT ORIENTATION AND FASTENING REQUIREMENTS. OCCUPANT LOADS AND EXITING OCCUPANT LOAD 15,000 GFS @ 150 OCCP/GSF (Business Areas) = 100 OCCUPANT; 100 OCCPS' .2" PER OCCP = 20" EXIT WIDTH REQUIRED 108- EXIT WIDTH PROVIDED (3 EXIT DOORS @ 36' EA) TOTAL OCCUPANT LOAD 100 OCCUPANTS FIXTURE COUNTS OCCUPANT OCCUPANT LOAD Bar Table 2902.1Table 2902.1 Business Areas =100 OCCUPANTS Business Areas 1 Water Closet per 25 for first 50 Men 1 per 50 = 2 W.C. req. 2 Lavatory per 40 for first 80 then 1 per 80 = 1 Lay. or 1 Drinking Fountain per 100 = 1 D. F. req. Totals 2 W.C. req. 6 vv. C. provided 2 Lay. part. 6 Lay. provided 1 D.F. req. 3 D.F. or Water Coolers Provided 1 Service Sink req. 1 Service Sink Provided Reviewedfor Zoning Complian ebythe City of heart Ridge Planning Division y%y APPROVED By W DATE: Septembe 0, 2021 coMMENOs: Approved with the following conditions Revised property lines as shown in the plan set are pending approval of Case No. WS -21-04. G100 Sheet List 07/26/21 SheetSheet Number Sheet Name Issue Date G100 COVER 07/26/21 G101 SITE PLAN 08/20/21 A200 DEMO FLOOR PLAN 07/26/21 A201 NEW FLOOR PLAN 07/26/21 A300 ELEVATIONS 07/26/21 S100 ROOF FRAMING PLAN 07/26/21 5200 STRUCTURAL DETAILS AND NOTES 07/26/21 M-1 MECHANICAL LEGEND, SCHEDULES, DETAILS AND GENERAL INFO 07/26/21 M-2 MECHANICAL DEMO PLAN 07/26/21 M-3 MECHANICAL PLAN 07/26/21 M-4 MECHANICAL COMCHECK 07/26/21 M-5 MECHANICAL COMCHECK 07/26/21 E-1 ELECTRICAL PLANS 08/20/21 P-1 PLUMBING LEGEND, SCHEDULES, AND GENERAL INFO 07/26/21 P-2 PLUMBING DEMOLITION PLAN 07/26/21 P-3 PLUMBING PLAN 07/26/21 Kenny Davis Architects OF c0l990 * KENNETH M. DAVIS * di 203557 m �ysFD ARC�\�� n Copyright Notice: This document and the ideas and designs incorporated hand are given in confidence and shall be used only pursuant to the agreement with Kenny Davis Architects. No other use, dissemination or duplication may be made without prior written consent of Kenny Davis Architects. All common law rights of copyright are hereby specifically reserved. LL] 0 5O L LU Q ;5CD IL/L N ro J m0 < D N O 0 ON NK UCO in N GO L 03 GO do LULU 0 U PROJ. NO. 2021018 DRAWN: KDA CHECKED: KDA APPROVED: KDA DATE: 2021-08-20 REVISIONS @ Kenny Davis Architects COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: COVER SCALE: As indicated SHEET NUMBER G100 y I 4: (E) CURB CUT W 38TH AVE (E) CURB CUT *A610NR19e1NRNRllei V4A0III (E) CURB CUT _ Man Man ' I 2'- 0' 3'-0" 3'- 0" 2'- 0" (E) RAMP 2'- 0• /fl \ BIDE APPROACH SIDE APPROACH 1�- SIDE APPROACH UP L_ re _J _J V- Y' RUNS 1'. 8" T-0- 3' 0" 1' 8" 31 - 0' 1'-8' lwwwlllrrr_J...]]]I 11 FRONT FRONT FRONT APPROACH APPROACH APPROACH 5940 WIBTX Ave 5939 w 38TH Ave 5900 W38TH Ave I I r \ � 711F , FRONT FRONT APPROACH APPROACH 1'-60 1'-8" r r r ------------- SIDE APPROACH y f SIDEAPPROACH L J 2'-0" 2'-0" u i, FRONT APPROACH r I sa JSIDE APPROACH 71 z•-0" 14 S ,9 7.4 ON T AC ES 'BLE I I I I I I I I I I W I a I p a I I I I I I I I I Kenny Davis Architects Uyd n Copyright Notice: This document and the ideas and designs incorporated herin are given in coM'idence and shall be used only pursuant to the agreement with Kenny Davis Architects. No other use, disaeminat'on ordup'ication maybe made without prior vnitten consent of Kenny Davis Architects. All common law rights of copyright are hereby specifically reversed. PROJ. NO. 2021018 DRAWN: KDA CHECKED: KDA APPROVED: KDA DATE: 2021-08-20 REVISIONS 1i, 2021-08-20 CITY COMMENTS © Kenny Davis Architects COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: SITE PLAN SCALE: 1/8" = 1'-0" SHEET NUMBER G101 W 0 50 G W Q J 30 aU mK in N L 03 m 5W L 0 U WheayRo l0 U ry w PROJ. NO. 2021018 DRAWN: KDA CHECKED: KDA APPROVED: KDA DATE: 2021-08-20 REVISIONS 1i, 2021-08-20 CITY COMMENTS © Kenny Davis Architects COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: SITE PLAN SCALE: 1/8" = 1'-0" SHEET NUMBER G101 5999 W 38th Ave 5930 W 38th Ave 5999 W 38th Ave I I I I I I I I ------=i L ------ ��-__-------,i u ii II ii Ti w — I I I y ------�L------------------ I li l li I I I II I I �I L in — — — — _______ 11 X71 17---W-Rh FL L ILL�� II II �__IluuuL I I I II I I II I I I II NI I I I I li I I ill I II II I II II I fir � l l LLL JJ L---= — — — II II II II I II II I I I II I I II I II II II II II II II I II II II II iL--d� II II �I II it II IFS II L-- — --JI IF ----- I I I I I I I I 1 2 3 4 5 6 7 8 Kenny Davis Architects yP�r�OF c0y09y0 * KENNETH M. DAMS If ca 203557 �ysFD ARC�\�� d 2 n Copyright Notice: This document and the Ideas and designs incorporated herin are given in confidence and shall be used only pursuant to the agreement with Kenny Davis Architects. No other use, dissemination or duplication may be made without prior written consent of Kenny Davis Architects. All common law rights of copyright are hereby specifically reserved. w 0 2 w ' a J mO rn ai in N L 03 LUmK C G 0 U Wheat Ra lD U ry w BG� SSC PROJ. NO. 2021018 DRAWN: JC CHECKED: KDA APPROVED: KDA DATE: 2021-08-20 REVISIONS 10 2021-08-20 CITY COMMENTS © Kenny Davis Architects COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: DEMO FLOOR PLAN SCALE: 118" = 1'-0" SHEET NUMBER A200 WINDOW TYPE 21 ALUMINUM STOREFRONT FRAME 3/4" INSULATED GLAZING UNIT o WINDOW TYPES Level 1 100 2 7' - 0" DOOR SCHEDULE ANOD DOOR NO. DOOR TYPE LEAF HEIGHT LEAF WIDTH I DOOR FINISH DOOR MATERIAL HARDWARE TYPE Level 1 100 2 7' - 0" 3' - 0" ANOD AL STORE DOOR 102 3 T-4" 3'-4" PINT HM DEADLOCK 103 NA 8'-8" 12'-0" (E)TO REMAIN (E)TO REMAIN OVERHEAD 104 1 7'-0" 3'-0" ENT WD PUBLIC RESTROOM 105 1 7'-0" 3'-0" SNT WD STOREROOM 106 1 7'-0" 3'-0" ENT WD PUBLIC RESTROOM 200 2 7' - 0" 3' - 0" ANOD AL STORE DOOR 201 NA 8'-8" 12'-0" (E)TO REMAIN (E)TO REMAIN OVERHEAD 202 3 7'-4" 3'-4" PNT HM STOREROOM 203 3 7'-4" T-4" PINT HM DEADLOCK 204 1 7'-0" 3'-0" ENT WD PUBLIC RESTROOM 205 1 7'-0" 3'-0" ENT WD STOREROOM 206 1 7'-0" 3'-0" ENT WD PUBLIC RESTROOM 300 2 7' - 0" 31-01 ANOD AL STORE DOOR 303 NA 8' - 8" 121-011 (E) TO REMAIN (E) TO REMAIN OVERHEAD 304 3 7'-4" 3'-4" PNT HM DEADLOCK 305 NA 101-01, 13'- 6" (E) TO REMAIN (E) TO REMAIN OVERHEAD 306 11 171.0m 3'-0" SNT WD PUBLIC RESTROOM 307 11 171-0" 3'-0" SNT IWD I STOREROOM 308 11 7'-0" 3'-0" SNT IWD I PUBLIC RESTROOM moo 1 5948 W 381 Aw M30 W 3881 Aw 5900 W 381 Aw 34'- 9' 16'-10"NEW STOREFRONT 3'-33/4" 4 l -5715' (4'-5787'5]/8' 45-5]/8 4- /8" EE IN (E)OPENING O EO 16' 10 - CO Zn 21 A3oo 3 < UNIT B 21 Nip - I I I I I I a MENS A MEN B MENS C ' 2, UNITIA 2 5 1 9 UNIT C a 21 1 _ 12 A3oo m k a JAN. A t 1 /� r\ / JAN.I B r, L - I / e JAN. C I 2t 3 6 10 a 2t 5 205 30] a r a 21 rL L/L B WOMENSA WOM NS WOMENSC a 21 ® 7 11 a 21 I I I I I I Ll ❑ I I I I I I ,A 13'-63/4' ELECTRICAL V.I.F. 3 A 1A 2'-0. I I 22'-3]/8" T-8118' 12'-0" 4'-0' 3'-4' 4'-0' 3'-d' ,2'-8" T-4' id' -4" 12'-0' 9'-2" 13'-8" ]'-4" 3'-4" 3'-8' 12'-0" 2'-0' NEW OVDH DOOR NEW OVHD DOOR (E) OVHD DOOR (E) OVHD DOOR 1 2 3 4 5 6 7 8 2 O A300 ifC"31Hll Kenny Davis Architects * KENNETH M. DAMS * y 203557 ctFysFD ARC�\��ca d 2 ali n Copyright Notice: This document and the Ideas and designs incorporated herin are given in confidence and shall be used only pursuant to the agreement with Kenny Davis Architects. No other use, dissemination or duplication may be made without prior written consent of Kenny Davis Architects. All common law rights of copyright are hereby specifically reserved. J W 0 0 W Q J 3'-0" rn ai cad N L 03 LUmK m 0 U l0NNIm a U � w dg `xi^9 D�ssc DOOR TYPE 1 DOOR TYPE 2 DOOR TYPE 3 HOLLOW METAL FRAME ALUMINUM STOREFRONT FRAME HOLLOW METAL MASONRY FRAME WOOD DOOR ALUMINUM/GLASS DOOR HOLLOW METAL DOOR DOOR TYPES moo 1 5948 W 381 Aw M30 W 3881 Aw 5900 W 381 Aw 34'- 9' 16'-10"NEW STOREFRONT 3'-33/4" 4 l -5715' (4'-5787'5]/8' 45-5]/8 4- /8" EE IN (E)OPENING O EO 16' 10 - CO Zn 21 A3oo 3 < UNIT B 21 Nip - I I I I I I a MENS A MEN B MENS C ' 2, UNITIA 2 5 1 9 UNIT C a 21 1 _ 12 A3oo m k a JAN. A t 1 /� r\ / JAN.I B r, L - I / e JAN. C I 2t 3 6 10 a 2t 5 205 30] a r a 21 rL L/L B WOMENSA WOM NS WOMENSC a 21 ® 7 11 a 21 I I I I I I Ll ❑ I I I I I I ,A 13'-63/4' ELECTRICAL V.I.F. 3 A 1A 2'-0. I I 22'-3]/8" T-8118' 12'-0" 4'-0' 3'-4' 4'-0' 3'-d' ,2'-8" T-4' id' -4" 12'-0' 9'-2" 13'-8" ]'-4" 3'-4" 3'-8' 12'-0" 2'-0' NEW OVDH DOOR NEW OVHD DOOR (E) OVHD DOOR (E) OVHD DOOR 1 2 3 4 5 6 7 8 2 O A300 ifC"31Hll Kenny Davis Architects * KENNETH M. DAMS * y 203557 ctFysFD ARC�\��ca d 2 ali n Copyright Notice: This document and the Ideas and designs incorporated herin are given in confidence and shall be used only pursuant to the agreement with Kenny Davis Architects. No other use, dissemination or duplication may be made without prior written consent of Kenny Davis Architects. All common law rights of copyright are hereby specifically reserved. J W 0 0 W Q J m0 rn ai cad N L 03 LUmK m 0 U l0NNIm a U � w dg `xi^9 D�ssc PROJ. NO. 2021018 DRAWN: KDA CHECKED: KDA APPROVED: KDA DATE: 2021-08-20 REVISIONS 1i, 2021-08-20 CITY COMMENTS ©Kenny Davis ArchilecLs COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: NEW FLOOR PLAN SCALE: As indicated SHEET NUMBER A201 Cf•1QL�Il�11 2'-O- HIGH CAST ALUMINUM12'C-CHANNEL BAND ADDRESS NUMBERS ,� — (E)GREEN PAINT IFUTURE SIGNAGE AREA 4 16'-9"IN) STOREFRONT NIN ( =XTERIOR ELEVATION - NC 1/8" = 1'-0" IN n EXTERIOR ELEVATION - EAST 1/8" = 1'-0" 51' -4 - CENTERLINE OF UNIT DEMISING WALLS 34' - 9' (N) STOREFRONT 16' - 7' (N) STOREFRONT I IN (E) OPENING N(OPENING 51'-03/8" 100 16'-10"(N)STOREFRONT IN (E) OPENING 8'-7'(N) n EXTERIOR ELEVATION - WEST 1/8" = 1'-0" Kenny Davis Architects Uy2 2 n Copyright Notice: This document and the Ideas and designs incorporated herin are given in confidence and shall be used only pursuant the agreement wlih Nenny Davls Architects. No other use, dissemination or duplication may be made without Driorwritten consent of Kenny Davls Archltecls. All common law rights of copyright are hereby specifically resersed. J W 0 0 7 W Q O J > > 0 ° aU Uryin mK N L 03 LU 0 G 75 0 U O W heti l (i w �`xi^9 DO PROJ. NO. 2021018 DRAWN: KDA CHECKED: KDA APPROVED: KDA DATE: 2021-08-20 REVISIONS 10 2021-08-20 CITY COMMENTS © Kenny Davis ArchilecLs COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: ELEVATIONS SCALE: 1/8" = 1'-0" SHEET NUMBER A300 III I III I IIII I I will IIII NEW STEEL LINTEL PER inl DETAIL 101 TYPICAL IIII I I II 3-4 NEW OF DETAIL will I I cRaT MECH'L UNIT IIII 1.200 LBS —-— 0111/4"MICROI yl I — MIQROI IIII SISTER NEW MICROLLAM TWO ADJACI JI I CONSTRUCT —PER � m _I ADHESIVE AND led AT X 12" O.C. TOP AND IIII el BOTTOM STAGGERED um wl will I y I IIT�IIIf1I -4 NI I I i117d^TvTCR-6000TL_V MECH'L UNIT 200 LBS L yl I I I = MICROLAM LV I{Ihlllf�ll; I I II I III I III III I III I II I II I II I III I III III I I I I I I JL IC u I cX N WINEW STEEL LINTEL PER III m JI Lu Lu DETAIL 101 TYPICAL LII Im �i I 3 4'MTCIiDLAhiLV� i � Iy ILMECHLB5 NIT 1,200 T`I I 4 1 MICROLAMLVL co c= J III I I I u lu I i i III lu lu I I I I lu III �- mo i I I iii I I I I I ROOF FRAMING PLAN SCALE: 1/8"=1'-0" € 0 LEGEND ROOF UNE, RIDGE, HIP, VALLEY, OVERHANG BEAM AS NOTED (S) INDICATES SLOPED (D) INDICATES DROPPED - BELOW FRAMING 09 P.IWITGnT17MNTGiy1 OAIRNE9ITRIc - — JOIST FRAMING AS NOTED NEW BEARING WALL BELOW ARCHITECTURAL NON-BEARING WALL, ZZ=00 EXISTING MASONRY WALL (X) EXISTING FRAMING NOTES: 1. PROVIDE COMPLETE SND RLL UNDER BEAM AND GIRDER TRUSS BEARING, MIN. (4) 2 X 6 STUDS AT BEARING. 2. PROVIDE CONSTRUCTION ADHESIVE AND 16d AT 12' O.C. TOP AND BOTTOM STAGGERED CONNECTION OF MULTIPLE MICROLAM LVL BEAMS, EACH MICROLAM. 3. PROVIDE THE FOLLOWING HANGERS AT BEAM TO BEAM CONNECTIONS; BEAM SIZE: HANGER TYPE: (2) 11 7/8" MICROLAM LVL HWU3.56/11.88 (3) 11 7/8" MICROLAM LVL HWU5.50/11.88 3 1/2" X 11 7/8' PARALIAM HWU3.56/11.88 (3) 14' MICROLAM LVL HWU5.5/14 (2) 14' MICROLAM LVL HWU3.56/14 6 X 12 OR 6 X 10 WOOD BEAM HUC61 (ALL HANGERS TO BE SIMPSON STRONG -TIE) COORDINATE ALL DIMENSIONS WITH ARCH'L RESOLVE DISCREPANCIES PRIOR TO FABRICATION AND CONSTRUCTION Kenny Davis Architects = = C STRUCTURAL ENGINEERS 5552 E. 117th Clyde Thomto,, CO 80233-1850 430312524471 WWW.WE.COM Or 3 187 c 0 m CopyrigN Notice: This comment and the ideas and designs incorporated herrn are given in confidence and shall be used only I I I I I I II III II II I I I I I I JL IC u I cX N WINEW STEEL LINTEL PER III m JI Lu Lu DETAIL 101 TYPICAL LII Im �i I 3 4'MTCIiDLAhiLV� i � Iy ILMECHLB5 NIT 1,200 T`I I 4 1 MICROLAMLVL co c= J III I I I u lu I i i III lu lu I I I I lu III �- mo i I I iii I I I I I ROOF FRAMING PLAN SCALE: 1/8"=1'-0" € 0 LEGEND ROOF UNE, RIDGE, HIP, VALLEY, OVERHANG BEAM AS NOTED (S) INDICATES SLOPED (D) INDICATES DROPPED - BELOW FRAMING 09 P.IWITGnT17MNTGiy1 OAIRNE9ITRIc - — JOIST FRAMING AS NOTED NEW BEARING WALL BELOW ARCHITECTURAL NON-BEARING WALL, ZZ=00 EXISTING MASONRY WALL (X) EXISTING FRAMING NOTES: 1. PROVIDE COMPLETE SND RLL UNDER BEAM AND GIRDER TRUSS BEARING, MIN. (4) 2 X 6 STUDS AT BEARING. 2. PROVIDE CONSTRUCTION ADHESIVE AND 16d AT 12' O.C. TOP AND BOTTOM STAGGERED CONNECTION OF MULTIPLE MICROLAM LVL BEAMS, EACH MICROLAM. 3. PROVIDE THE FOLLOWING HANGERS AT BEAM TO BEAM CONNECTIONS; BEAM SIZE: HANGER TYPE: (2) 11 7/8" MICROLAM LVL HWU3.56/11.88 (3) 11 7/8" MICROLAM LVL HWU5.50/11.88 3 1/2" X 11 7/8' PARALIAM HWU3.56/11.88 (3) 14' MICROLAM LVL HWU5.5/14 (2) 14' MICROLAM LVL HWU3.56/14 6 X 12 OR 6 X 10 WOOD BEAM HUC61 (ALL HANGERS TO BE SIMPSON STRONG -TIE) COORDINATE ALL DIMENSIONS WITH ARCH'L RESOLVE DISCREPANCIES PRIOR TO FABRICATION AND CONSTRUCTION Kenny Davis Architects = = C STRUCTURAL ENGINEERS 5552 E. 117th Clyde Thomto,, CO 80233-1850 430312524471 WWW.WE.COM Or 3 187 c 0 m CopyrigN Notice: This comment and the ideas and designs incorporated herrn are given in confidence and shall be used only pursuant to the agreement Wm Kenny Davis Ambiteds. DATE: No other use, dissemination or duplication may be made without prior written consent of Kenny Davis AmhIm*. All common levy rights of copyright are hereby spedfially reserved. W O W J so t O m U Q a W 2 O UM10 WHea/R6 V � w c Gydg9 �s5 PROJ. N0. 2021-111 DRAWN: JJS CHECKED: JJS APPROVED:JJS DATE: 2021-07-23 REVISIONS © Kenny Davis AmItheOLs COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: ROOF FRAMING PLAN SCALE: ASNOTED SHEET NUMBER S100 GENERAL STRUCTURAL NOTES BUILDING CODE: 2018 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS ROOF LIVE LOAD = 30 PSF (SNOW). ROOF DEAD LOAD = 15 PSF. WIND LOAD = 135 MPH WIND SPEED, EXPOSURE B. SEISMIC DESIGN CATEGORY B. FOUNDATIONS: ALL EXISTING STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL BE ASTM A36 (Fy = 36 KSD. ALL PIPE STEEL SHALL BE ASTM A501 (Fy = 36 KSI) OR ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI). ALL WIDE FLANGE STEEL SHALL BE ASTM A992 (Fy = 50 KSI). ALL BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL CONSTRUCTION PER LATEST AISC HANDBOOK. ALL EXPANSION AND ADHESIVE BOLTS TO HAVE I.C.B.O. RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL WASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY STANDARDS. MASONRY: HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, TYPE 1, F'm = 1,500 PSI, RUNNING BOND, MORTAR TYPE S. 1,800 PSI. GROUT 2,000 PSI. MECHANICALLY VIBRATE GROUT IMMEDIATELY AFTER POURING. MAXIMUM GROUT LIFT SHALL BE 4'-0". FILL CELLS SOLIDLY NTH GROUT IN LIFTS AND STOP POURS 1 1/2- BELOW TOP OF A COURSE TO FORM A KEY AT POUR POINTS. ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOUR. WOOD: SAWN LUMBER: FRAMING LUMBER SHALL COMPLY NTH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL RENEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON HIS REVIEW. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANYTIME BEFORE OR AFTER SHOP DRAWING RENEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER OR ARCHITECT ARE NOT TO BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTNG AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBIUTY FOR CORRECTNESS SHALL REST NTH THE CONTRACTOR. GENERAL THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRANNGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR RENEW, SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF COLORADO. ELEVATION SECTION MASONRY WALL (2) 3 1/2' X 3 1/2" X 1/4� STEEL ANGLE LINTEL MASONRY WALL SOLD GROUT MIN B" ABOVE STEEL UNTEL NEW DOUBLE ANGLE LINTEL MASONRY WALL OPENING X 4" X 1/4" STEEL SHELF ANGLE DOUBLE BLOCKING TO MATCH BEAM SIZE NEW WOOD BEAM Fb Fv E Fc WOOD PSI PSI PSI PSI TYPE JOISTS: J 0 N W 2 X 4 2 X 6 OR LARGER 675 (REP) 95 1,500,000 925 D.F. STND 1,450 REP 95 1,700,000 N/A D.F. #2 BEAMS: Q a o K WIDTH 4" OR LESS WIDTH GREATER 1,500 (SING) 95 1,800,000 N/A D.F. #1 THAN 4" V w c `�D 11Mss 9 1,300 SING 85 1,600,000 N/A D.F. #1 LEDGERS AND TOP PLATES: 1.250 (SING) 95 1,700,000 N/A D.F. #2 STUDS: 2 X4 2 X 6 OR LARGER 675 ( REP 95 1,500,000 925 D.F. STND 1,450 REP 95 1,700,000 1,050 D.F. #2 POSTS: 4 X 4 4 X 6 OR LARGER 1,450 SING 95 1,700,000 1,000 D.F. 2 M 6 % 6 OR LARGER 1.250 SING 95 1,700,000 1,050 D.F. #2 1,200 SING 85 1,600,000 1,000 D.F. $1 SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL RENEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON HIS REVIEW. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANYTIME BEFORE OR AFTER SHOP DRAWING RENEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER OR ARCHITECT ARE NOT TO BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTNG AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBIUTY FOR CORRECTNESS SHALL REST NTH THE CONTRACTOR. GENERAL THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRANNGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR RENEW, SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF COLORADO. ELEVATION SECTION MASONRY WALL (2) 3 1/2' X 3 1/2" X 1/4� STEEL ANGLE LINTEL MASONRY WALL SOLD GROUT MIN B" ABOVE STEEL UNTEL NEW DOUBLE ANGLE LINTEL MASONRY WALL OPENING X 4" X 1/4" STEEL SHELF ANGLE DOUBLE BLOCKING TO MATCH BEAM SIZE NEW WOOD BEAM NO SCALE AND HANG NTH SIMPSON LOS HANGER TYPIAL NEW W NEW WOOD BEAM NOTE: VERIFY OPENING SIZE NTH MECH'L ZU21—ITT Kenny Davis Architects STRUCTURAL ENGINEERS 5552 E. 117th Llmle Thomtoa CO 6025517850 (303) 252M71 WYWW.S3E.00M i; S 9TE S��i9 1B7 ,m, is 0 ur m e Copyright Notice: This document and the Ideas and cesgns incorporated herin are given in confidence and shall bB used only pursuant to the agreement with Kenny Davis Architects. No other use, dissemination or duplication maybe made without prior written consent of Kenny Davis Amhtects. All common law rights of copyright are hereby spectreally — — J 0 N W 5O L W J N muco =0 NO SCALE AND HANG NTH SIMPSON LOS HANGER TYPIAL NEW W NEW WOOD BEAM NOTE: VERIFY OPENING SIZE NTH MECH'L ZU21—ITT Kenny Davis Architects STRUCTURAL ENGINEERS 5552 E. 117th Llmle Thomtoa CO 6025517850 (303) 252M71 WYWW.S3E.00M i; S 9TE S��i9 1B7 ,m, is 0 ur m e Copyright Notice: This document and the Ideas and cesgns incorporated herin are given in confidence and shall bB used only pursuant to the agreement with Kenny Davis Architects. No other use, dissemination or duplication maybe made without prior written consent of Kenny Davis Amhtects. All common law rights of copyright are hereby spectreally reserved. J W 12 5O L W J N muco =0 M U Q a o K 5W L 0 Ul o W ear qo V w c `�D 11Mss 9 PROJ. N0. 2021-111 DRAWN: AS CHECKED: AS APPROVED:JJS DATE: 2021-07-23 REVISIONS © Kenny Davis Architects COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: STRUCTURAL DETAILS AND NOTES SCALE: AS NOTED SHEET NUMBER S200 `m a� cP PON 01- -HU a D: S CL M O Ul 3u ox ul 16 ED MECHANICAL GENERAL NOTES 1. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS DESIGN, THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR AS TO SPACE REQUIREMENTS. EQUIPMENT DIMENSIONS AND PERFORMANCE. 2. (E) INDICATES EXISTING, (N) INDICATES NEW MATERIAL, (F) INDICATES FUTURE, (R) INDICATES RELOCATED. 3. B INDICATES POINT OF CONNECTION OF NEW TO EXISTING. 4. COORDINATE ALL DIFFUSER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS. S. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHR DRAWINGS. WHERE ALTERNATE ROUTING. OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF ALL WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 6. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST COORDINATING ALL DOWNTIME WITH OWNER'S PERSONNEL. 7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY DIRECTED OTHERWISE. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR HIS WORK AND /OR CORE DRILL REQUIREMENTS. 9. CONTRACTOR SHALL CLOSELY COORDINATE NEW MECHANICAL WITH ALL NEW AND EXISTING MECHANICAL. ELECTRICAL, ARCHITECTURAL AND STRUCTURAL MEMBERS, 10. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF MECHANICAL EQUIPMENT WITH STRUCTURAL ENGINEER PRIOR TO SETTING EQUIPMENT, 11, CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO SUBMITTING A BID. NO ADDITIONAL COST WILL BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING MECHANICAL CONDITIONS. 12. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT VERSION OF INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE, INTERNATIONAL MECHANICAL CODE. AND INTERNATIONAL PLUMBING CODE: INCLUDING LOCAL AMENDMENTS. 13. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT SCHEDULES TO THE ENGINEER AND OWNER FOR REVIEW PRIOR TO THE ORDER. PURCHASE OR INSTALLATION OF THESE SAME ITEMS. CONTRACTOR AGREES TO PAY FOR ANY REQUIRED MODIFICATIONS DUE TO FAILURE TO PROVIDE SUBMITTALS PRIOR TO TUE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. 14. CONVENTIONS USED IN THE PRESENTATION OF THE CONTRACT DOCUMENTS: A. CFM IS AT ALTITUDE OF PROJECT, B. STATIC PRESSURES AND AIR PRESSURE DROPS ARE AT ALTITUDE OF PROJECT. C. HEATING AND COOLING CAPACITIES ARE AT ALTITUDE OF PROJECT. D. HORSEPOWERS ARE CORRECTED FOR ALTITUDE. E. NATURAL GAS INPUTS ARE AT SEA LEVEL. 15. ALL EXISTING EQUIPMENT TO BE REMOVED SHALL HAVE ALL RELATED HOUSEKEEPING PADS, PIPING, CONTROLS, GAUGES, ELECTRICAL SERVICE, HANGERS, SUPPORTS AND ANY MISCELLANEOUS RELATED SERVICE OR PARTS REMOVED COMPLETELY. 16. CONTRACTOR SHALL USE SMACNA STANDARDS FOR LOW PRESSURE DUCT CONSTRUCTION - SEAL CLASS "B". 17, ALL DUCT DIMENSIONS ARE OUTSIDE DIMENSIONS. WHERE DUCT LINER IS USED. THE THICKNESS OF THE LINER TO MAINTAIN THE CLEAR INSIDE DIMENSION HAS BEEN INCLUDED. ALL RECTANGULAR SUPPLY AND RETURN DUCTWORK SHALL BE LINED WITH MINIMUM 1.5" THICK - 2.75 LB/CU. FT, DENSITY LINER (MIN. R -VALUE 6). ALL RIGID OUTSIDE AIR AND RIGID ROUND SUPPLY AND RETURN DUCTWORK SHALL BE WRAPPED WITH MINIMUM 2" THICK -1.0 LB/CU. FT DENSITY DUCTWRAP WITH VAPOR BARRIER (MIN. R -VALUE 6). LOW PRESSURE ROUND FLEXIBLE DUCT TO BE 144" THICK INSULATED AND A MAXIMUM OF 6 FT. LONG WITH VAPOR BARRIER. SUPPLY AIR DUCTWORK LOCATED WITHIN THE CONDITIONED SPACE IS NOT REQUIRED TO BE INSULATED UNLESS NOTED OTHERWISE. NEW RECTANGULAR SUPPLY AND RETURN DUCTWORK N RDF SHALL BE LINED WITH MINIMUM 4" THICK - 0.75 LB/CU. FT. DENSITY LINER (MIN, R -VALUE 12). 18. SPIN -IN FITTINGS TO DIFFUSERS SHALL BE CONICAL TYPE (EXCEPT LOCATIONS WHERE LISTED DUCT HEIGHT DOES NOT ACCOMMODATE). SPIN -IN FITTINGS TO DIFFUSERS SHALL INCLUDE AN INTEGRAL MANUAL VOLUME DAMPER, 19. ALL OPENINGS FROM EXHAUST DUCTS, EXHAUST FANS, GRAVITY RDF VENTS, INTAKE LOUVERS AND GOOSENECKS SHALL BE A MINIMUM OF 18" ABOVE THE TOR OF THE FINISHED ROOFING SURFACE. 20. MOUNT THERMOSTAT AT 42" ON CENTER ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. ADA REQUIREMENT. 21, GUARANTEE -CONTRACTOR SHALL REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FOR NORMAL WEAR, WITHIN ONE (1) YEAR AFTER CERTIFICATE OF COMPLETION IS SECURED. 22, 0 & M MANUALS -PROVIDE 0 & M MANUALS TO THE ARCHITECT FOR APPROVAL TWO (2) WEEKS BEFORE FINAL PUNCH LIST IS SCHEDULED. 23. TESTING, ADJUSTING AND BALANCING -TOTAL SYSTEM BALANCE SHALL BE PERFORMED IN ACCORDANCE WITH NEBB PROCEDURAL. STANDARDS FOR TESTING. BALANCING AND ADJUSTING OF ENVIRONMENTAL SYSTEMS. SUBMIT TEST REPORTS FOR TESTING, ADJUSTING AND BALANCING. 24, COORDINATE ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 25. ALL MATERIALS AND EQUIPMENT LOCATED IN AIR PLENUMS SHALL BE RATED FOR PLENUM APPLICATION, 26. ADA ACCESSIBLE PRODUCTS SHALL CONFORM TO ADA AND ANSI STANDARDS. MECHANICAL LEGEND ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT UNIT SCHEDULE (GAS-FIRED/DX) DUCTWORK MFR. ROUTINE TAW RECTµwLARR 90' CONICAL rNRIN{ E RADIUS ELBOW. 1 DIAMETER L NAMED ELBOW ROUND W CONICAL TAKEOFF f CFM O FROM RECTANGULAR DRUNK CFM FLEXIBLE DUCT IMASWAL `KIUME DAMPER DISCHARGE RDIM DUCT DOWN ROUND M YIN -IN TAKEOFF FROM RECTANGULAR DRUNK FAN ROUND DUCT w WMANUANSIMON F DAMPER DUCT 08 MAX, GAS MCA NDRIC EER REIWM dlCr pONry OUCi MAHyTg1 DUCTCONCTRANSOM REMARKS W.C. O S.L. ECOTRIC MODEL NO, RETURN DUCT w I TYPE MIN. IDE TAKEOFF SITE REGISTER AT INPUT V/PH BHP !EXHAUST DUCT DO'MI PRESSURE PRESSURE (RA) 1 TAK IAKFOFf BOTTOM (Vez) EXHwEr oucr TAP AT DIFFUSER IZ II ! SUPPLY DUCT UP SIDE TAME WF Fn AI SUPPLY DUCT oorM AT DIFFUSER OI PROVIDE WITH INTEGRAL RETURN OR EXHAUST ~ Y ROW - SUPPLY O3 ISPSTEW%ft E MR BOER - REPAIR 75 MOUNTING ENCLOSURE. LW EXHAUST ® SUPPLY MR DIFFUSER L_- MANUK KIWE DAMPER i` W ROUND CONNECTION (LBS) 15 MISCELLANEOUS CARRIER Ppxr OF CONNECTION 7.5 e NEW r0 EXISTING CMS LIGHT LME WEIGHT FEW VERTICAL 224 Ni, PIPING, 1.07 HATCHING INDICATES SYMBOL SYMBOLS TEKP.NG 14 EXISTING 10 RE BEMOANED ME•,P []" INDICATES EXISTING BOR NEW WNR: 1 < N r(i EX6TING r0 BE REYO>ED AS .1, SIOPM AS DAIM SHOWN a8HCFDO8 ABBREVIATIONS AFF ASONE FINISHED FLOOR w OUTSIDE MR AP ACCESS PANEL RA RETURN AIR DIA. D DIAMETER SA SUPPLY NR EA EXHAUST MR rW TYPICAL MA MIXED MR (N) NEW MD MOTORIZED DAMPER (E) EXISTING III MANUAL MUME DAMPER (R) RELOCATED NIC HOP IN CONTRACT 15 PROVIDE SPLASH BLOCK OR ADDITIONAL LAYER OF ROOF MATERIAL ROOF ROOFTOP AIR HANDLING UNIT CONDENSATE TO ROOF CABINET HEATER ROOFTOP AIR HANDLING UNIT SCHEDULE (GAS-FIRED/DX) PLAN MFR. MODEL PLAN CFM MANUFACTURER/ PLAN MANUFACTURER/ CFM O NOMINAL CFM O.A. E.S.P. DISCHARGE HEAT ELECT. FAN DRIVE MIN. GAS MAX, GAS MCA MOCP EER MIN. APPROX. REMARKS W.C. O S.L. CODE MODEL NO, ].2 TONNAGE TYPE MIN. IN. W.C. INPUT V/PH BHP TYPE PRESSURE PRESSURE (RA) (Vez) THERM. WEIGHT REMARK NOTES: O U V (LBS) OI PROVIDE WITH INTEGRAL (R) O ALT. O3 (MBH) CENT 75 MOUNTING ENCLOSURE. (IN. W.C.) (IN. W.C.) DIRECT RTU -1,2 i` EFF. (LBS) 15 RTU -1,2.3.5.6 CARRIER 120 7.5 3000 15 0.50 VERTICAL 224 208/3 1.07 BELT 4.5 14 41 50 BOR 1400 OOO a8HCFDO8 W RTU -3,4 UNNIIT 5000 5 25 5 125 0.06 300 REMARK NOTES: 0.8 138EEER 810 0@_ RTU -4 CARRIER FROM STRUCTURE ON VIBRATION ISOLATORS. INTERLOCK 6 2400 15 0.50 VERTICAL 150 208/3 1.01 BELT 4.5 14 31 45 2 EER. 16 BOR 1200 Oi Oz O Q OR EQUAL BY GREENHECK, ACME ENGINEERING & MANUFACTURING a8HCFDO7 INC.. PENN VENTILATOR CO. 485 900 Ot O EER REMARK OPR 0 NOTES - S: V,UNIT NTH MINIMUM 19" HIGH R FUR (LEVEL REQUIRED),TA HEATING. TA CIN HAI AR TRA W AK ECONOMIZER INCLUDING FAULTDETECTION AND TI (FDD),2" T.A. FILTER(S), UNPOWERED CONVENIENCEOUTLET, 33CONNEECTSTAT PROGRAMMABLE THERMOSTAT. DUCT SMOKE DETECTOR IN RETURN DT, LIAN 2SPEEDNDOOR FAN MOTOR CONTROLLEDBy VPD. O COORDINATE FINAL LOCATION IN FIELD PRIOR TO SETTING EQUIPMENT R FABRICATION OF ANY DUCTWORK. (DOR EQUAL BY TRANS, YORK. PROVIDE SPLASH BLOCK OR ADDITIONAL LAYER OF ROOF MATERIAL ROOF ROOFTOP AIR HANDLING UNIT CONDENSATE TO ROOF CABINET HEATER FAN SCHEDULE O.A. VENTILATION PLAN MFR. MODEL PLAN CFM MANUFACTURER/ SYSTEM FAN CFM O AMPS S.P. IN FAN DRIVE HP TOTAL O.A. DAMPER ELECT. APPROX. REMARKS CODE DESCRIPTION MODEL NO. FRC4024 TYPE ALT. 100 W.C. O S.L. RPM TYPE ].2 208 TYPE V/PH WEIGHT (AZ) CA (RP) (RA) (Vez) (APPROX.) (VOI REMARK NOTES: O U V (LBS) OI PROVIDE WITH INTEGRAL EF -1 THRU 9 O3 EXHAUST CENT 75 MOUNTING ENCLOSURE. 0.375 730 DIRECT RTU -1,2 i` BDD 120/1 15 O OTE OS 120 0.06 yACM E5 413 0.8 516 900 (D(D WATTS x V W RTU -3,4 UNNIIT 5000 5 25 5 125 0.06 300 REMARK NOTES: 0.8 531 810 0@_ O1 SUPPORT FROM STRUCTURE ON VIBRATION ISOLATORS. INTERLOCK WITH SEPARATE WALL SWITCH. INTERLOCK BY E.C. COORDINATE REQUIREMENTS WITH E.C. PROVIDE WITH SPEED CONTROL SWITCH AND MANUFACTURER'S GRILLE. O PROVIDE 6"0 EXHAUST DUCT AND CONNECT TO 8"0 EXHAUST DUCT THRU ROOF AT 45 DEGREE UPWARD. 4552 5 23 5 Q OR EQUAL BY GREENHECK, ACME ENGINEERING & MANUFACTURING CORP., LOREN COOK CO., JENN INDUSTRIES. INC.. PENN VENTILATOR CO. 485 900 PROVIDE SPLASH BLOCK OR ADDITIONAL LAYER OF ROOF MATERIAL ROOF ROOFTOP AIR HANDLING UNIT CONDENSATE TO ROOF CABINET HEATER SCHEDULE (ELECTRIC) O.A. VENTILATION PLAN MFR. MODEL CONFIGURATION CFM STEPS WATTS ELECTRICAL REMARKS AMPS VOLT JJHECUH-1 CODE CFM TOTAL O.A. DIST, O S.L. OUTSIDE AIR REMARKS UNIT DESCRIPTION BERKO FRC4024 PEOPLE SURFACEBINET 100 1 (RAXAZ) 1500 ].2 208 PROVIDED OI OTE OS O CO (AZ) CA (RP) (RA) (Vez) co (VOI REMARK NOTES: O U V OI PROVIDE WITH INTEGRAL THERMOSTAT. O3 PROVIDE INTEGRAL POWER DISCONNECT, O2 PROVIDE WITH SURFACE MOUNTING ENCLOSURE. O OR EQUAL BY TRANE, MARKEL, 0 MARK, SINGER, BRASCH. PROVIDE SPLASH BLOCK OR ADDITIONAL LAYER OF ROOF MATERIAL ROOF ROOFTOP AIR HANDLING UNIT CONDENSATE TO ROOF WATERSEAL GASKETING MATERIAL BY MFR. (TYP.) FLASHING INSTALL ROOF CURB LEVEL AND PLUMB L DUCT PENETRATION HIGH DENSITY INSULATION SPACE NOTE slzE. ROOF CURB AND FLASHING SHALL BE INSTALLED PER THE NATIONAL ROOFING CONTRACTORS ASSOCIATION RECOMMENDATIONS AND DETAILS. ROOF MOUNTED AHU DETAIL NOT TO SCALE SUPPLY/RETURN DUCT (OPEN) INTO BELOW STRUCTURE. SEE PLANS FOR MECHANICAL DRAWING LIST: M-1 MECHANICAL LEGEND, SCHEDULES, DETAILS, AND GENERAL INFORMATION M-2 MECHANICAL DEMOLITION PLAN M-3 MECHANICAL PLAN M-4 MECHANICAL COMCHECK M-5 MECHANICAL COMCHECK 11721006 �J LtiJ O.A. VENTILATION CALCULATION G RTU ROOM AREA NO. OF NO. OF CFM / CFM CFM / CFM TOTAL O.A. DIST, TOTAL O.A. OUTSIDE AIR REMARKS UNIT DESCRIPTION (S.F.) PEOPLE / PEOPLE PERSON (RPxPZ) SO. FT, (RAXAZ) CFM REDID EFFECT. CFM REDID PROVIDED CO (AZ) 1000 SF (RP) (RA) (Vez) co (VOI (CFM) O U V (PZ) x U y N co RTU -1,2 i` UNNIIT 4885 5 24 5 120 0.06 293 413 0.8 516 900 (D(D x V W RTU -3,4 UNNIIT 5000 5 25 5 125 0.06 300 425 0.8 531 810 0@_ RTU-5,6 UNIT 4552 5 23 5 115 0.06 273 388 0.8 485 900 Ot O REMARK O1 PEOPLE NOTES: LOAD AND VENTILATION REQUIREMENTS BASED ON IMC CHAPTER 4. IFFIFFIFFIFFM O DESIGN COMPLIES, WATERSEAL GASKETING MATERIAL BY MFR. (TYP.) FLASHING INSTALL ROOF CURB LEVEL AND PLUMB L DUCT PENETRATION HIGH DENSITY INSULATION SPACE NOTE slzE. ROOF CURB AND FLASHING SHALL BE INSTALLED PER THE NATIONAL ROOFING CONTRACTORS ASSOCIATION RECOMMENDATIONS AND DETAILS. ROOF MOUNTED AHU DETAIL NOT TO SCALE SUPPLY/RETURN DUCT (OPEN) INTO BELOW STRUCTURE. SEE PLANS FOR MECHANICAL DRAWING LIST: M-1 MECHANICAL LEGEND, SCHEDULES, DETAILS, AND GENERAL INFORMATION M-2 MECHANICAL DEMOLITION PLAN M-3 MECHANICAL PLAN M-4 MECHANICAL COMCHECK M-5 MECHANICAL COMCHECK 11721006 �J LtiJ �� G C g (�5 w NLLI :z Q 05 a 0 NU LL 00 Z0 °' TT 'N G N O o O 3 ? zx�� CO O co Z O U V b x U y N co x i` AI O w x V W AI I� 44. �ooQppO AEG/sl <' F``ssroNniE�'v� 07/09/21 GMiER6xIPOF COCUMEM6: amER WORK PRODUCT OF miawEELL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTS E FDR TH E PRORCP ONLY ANDS NIL REMAIN THE COMPLETED OP NOT THE OP MY OP THE INSTRUMENTS OF SPIRUICE OF MICHAEL E. HARMEY P.E., LUC EY THE OWNER OF EXIEMBONS OF THIS FRI WITHOUT WRITTEN PERMISSION OF MICHAEL E. HAI P.E.. LLC SHALL BE AT THE TANNERY RICK AND THE CANNER AVIDES TO DEFEND. M ESS MI Y, HARYED HOLD EC FROM ALL CLAIMS, DAMAGES, AND EXPENUNTRZESP TNG CUT OF AUHOIEDTWOF MOROF SERACE BY THE EH BY OFFSETS ACTING THROUGH M-1 MECHANICAL LEGEND, SCHEDULES. DETAILS, AND GERNERAL INFORMATION LtiJ �� G C g (�5 NLLI Q 05 a 0 NU LL 00 W °' TT 'N G N O o O 3 U Lo M-1 MECHANICAL LEGEND, SCHEDULES. DETAILS, AND GERNERAL INFORMATION Iti QDW 3 Loo AJ II i I p ii it -� eoo�xjIi _I _ II*xxxxxXXXX / I u, ;II II \ Lj rte) I > 11 I II -1L__ IF- � 3 II I�---�, II -------------------- i� 11 Fj L� xL I I I I I I 0 \ i II II II II II II II II II I I II II I L - II -� I I I I I I I I I I r I I 1 I I 2 I I 3 I I 4 0 NF.J I-1 I I I I I I I I II I I I I I II I I I I I I I I I II I FF —j r r_,�,TRy;Iy�'4 L_� L ------ g R R 0 NF.J I-1 � W c 5 Il. - J I 7 __A I it IILIJ I I 6 3T v II I I I _IN � IF — J — --- IF --_- 11 IIIIIIIIII IN I II Lluuil� II �i�rtnrll 11 IIIIIIIIII II �_JJiuuiJ I I I II I I I I I I I I II I I I I (LSI I _I I L I I I I I I I I II I I I I I I I I I II I I I II COY IF T IF I �I F J I Gil �� II CVIr — — — — — — — a ------------ I I I I I I 6 7 8 /.\MECHANICAL DEMOLITION PLAN SCALE: 1/8" = 1'-0" O GENERAL NOTES: 1. REMOVE (E)MECHANICAL SYSTEMS UNLESS NOTED OTHERWISE. VERIFY IN FIELD. WORK NOTES: < REMOVE (E)FURNACE, ASSOCIATED DUCTWORK, GRD -S, FLUE AND CONTROLS. VERIFY IN FIELD. O REMOVE (E)FLUE FROM (E)GAS-FIRED WATER HEATER BEING REMOVED. O REMOVE (E)THERMOSTAT. OO REMOVE (E)EXHAUST FAN, ASSOCIATED DUCTWORK AND CONTROLS, O REMOVE (E)DUCTWORK, GRD'S. FLUE AND CONTROLS FROM PREVIOUSLY REMOVED FURNACE. VERIFY IN FIELD. O6 REMOVE (E)CLOTHES DRYER VENT. 11721006 \N heal a1 NF.J I-1 � W c W LuLu :z CANI W U a o -c 00 LuLu °' m y Z d (Y 0a)oa) O U Lo ? zxo� W E• tom b U N x z N U nn y x t Gz] a U s. It o_ d xcq x V � w oQppO AEG/sl 'K'>< r 105 ., h� �F •.........:. sssroNAL 07/09/21 GMiER6xIPOF COCGMEM6: OTHER WORK PRODUCT OF MICHAEL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTSOIEFORTHIS PROXECT ONLY AND SHALL REMAIN THE PROPERTY OF MICHAEL E RATIFY P E LUD WHETHER FRUIECT IS CCMPLETFD OR NOT. HUSEEOF MY OF THE INSTRUMENTS OF SERVICOF WICHAEL F. HMVEY P.E., LDC BY THE OWNER OF EXIEN6KN60F THIS PROJECT WRHOUT WRITTEN PERNISSION OF MICHAEL F. HARDLY P.E.. LLC SHALL NE AT THE OWNERNF RISK AND THE OWNER AGREES TO DEFEND. INN IFY HARMUESS MICWEEL E. HAARVEO XOLOEC EXPENATNFPRSING T OFUNUNCEDI�OF MICHAEL E. HARVEY P.E.. LLD H�UMEWTS OF SERACE BY THE ER OR BYO MS ACHNG THROUGH THE .J, \N heal NF.J CS5S,,. c LuLu .j Q CANI W U a o -c 00 LuLu °' m y C d (Y 0a)oa) O U Lo M=2 MECHANICAL DEMOLITION PLAN A M3 00 NCON NI MO 30 zj LOU v IaXDO _5L� MCL O DO O 3L� OO= DO I I I I I I I I --— ——� i I i I I i I j I j iI T 1 1 1 UNLIT B 1 1 0 RTU -1 RTU -3 RTU -5 FT__� 32x18 FT_p_�� 32x18 �T_p �� 32x78 1 40x16 1 40x16 1 40z11 MENS A MENS 2 MENS C 5 9 UNIT UNIT 2 EF14 EF -7 JAN. A EF_ 7 S ;L S JAN. B S JAN. C 10 3 EF 2 2S - 2 - i 2 �6 IIEF-3 1 R 32x18 F- R��32x18 EFS IRIU 6 32x18 1--� $ D ¢ S LT- S--, 1 I I® 1 I II _L{1 I �LJ I Ljl I - 40x16 WOMENS A WOMEN , - - - - - 40x16 � - - - WOMENSC 40x16 I , - - - 4 I I I I I I 17 ° ECUH-1 ELECTRICAL 111 O I I I I I I I I 1 2 3 4 5 6 7 8 e1 /.\MECHANICAL PLAN SCALE: 1/8" = 1'-0" WORK NOTES Oi PROVIDE THERMOSTAT AND COIL 75 FT. OF THERMOSTAT CONTROL WIRING AND HANG FROM STRUCTURE. O CONNECT 6"0 EXHUAUST DUCT (TW.3) AT 45 DEGREE UPWARD CONNECTION TO 800 EXHAUST DUCT UP THRU ROOF WITH ROOFCAP WITH BIRDSCREEN. OFFSET CONNECTIONS AS REQUIRED. 11721006 a� w :z w � Z 'rI Z�"O...I V CO O co z b U N x U rnn y N x i` O 7 N xU � w oQppO AEG/sl r a} � ssSroNAIL 07/09/21 �wuHIP- tl ER WORK PRODUCT OF MICHAEL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTSOIEFORTHIS FRECT ONLY ANDN S IL WREMAIN THE LUD WHETHER FRUIECT IS COMPLETED OORR NOT. HUSEEOF MY OF THE INSTRUMENTS OF SEUACOF WCHAEL F. HMVEY P.E., LDC BY THE OWNER OF OFTENSIONS OF THIS PROJECT WRxOUT WRITT N OF MICHAEL F. HARVEY P.E.. LLC SHALL NE AT THE WNERNF RISK AND THE OWNER AGREES LD HARMMUE66MMeWETO DEFEND. ELL ,E. ,PENpLLC FROM EXPENSES INCLUDING AFTORNEYSFEES ARISINGOUEi OF UNAUTHE. HARVEY ORIZED USE OF MICHAH�UMEWTS OF SERACE BY THE EP OR SYO MS ACR STHROUGHTH .J, \N heal c f1M5 NW .j Q CA4 GO U a 00 Lu °' Tr y C d > 3 0a) U In� M=3 MECHANICAL PLAN I M� XIS a� w ep :o o% PaulF- _Hdo a re ZN EN M O mHe o acs, o= dow OEM 16 m COMcheck Software Version 4.1.1.0 *Z Mechanical Compliance Certificate project Information Energy Code'. Propel Title: Location: Clmam Zone: Prolan Type: C nmuatim Sim: 5900 West 38th Avenue Wheat Ridge, CO 80212 Mechanical Systems List 2018IECC COMMERCIAL REMODEL Colorado SprkTgs, Colorado 6b Alteration DeegmrlCaN r. Michael Harvey Michael E. Harvey, P.E., LLC 21041 saddleback Circle Pecker, CO 80138 Quantity System Type B Description 5 HVAC System I(Single Zone). Hooting: t ach -Other. Gas, Capodty= 224 kepuT No minimum effidency requir Mapplies Code": 1 such -Single Package DX Una. Capacity =SO ketol], ArLooled Cmdemer. Air Economizer Proposed Efidemy =12.00 EER. Required EaWenry: 1100 EER +12.61EER Dangerous None 1 HVAC System 2(Single Zone)'. dealing:I ach -Other, Gas, Calamity =150 Wham No minimum efidency rtyuir Mapplies Coaling :l each - Single Package DX wit. Capacity =72 Will Ar -Cooled Condemer. ur Economizer Proposed Efidemy =12.00 EER, Required Eadency: 1100 EER +12.8 JEER Fan Syslem'. None 1 HVAC System 3 pargle Zone)'. Heating:1 ach - Un6 Heater, Electlio Capedly =5 keel No minimum efidenry requirement applies Fan System: None Mechanical Compliance Statement Compliance Statement. The proposed mechanical alteration project represented in this document is consistent with the building pans, specifications, and other calculations submitted with this permit applications The pmpseed mechanical systems have been designetl to meet the 20181ECC requirements in COMcheck Version 4.1.1.0 and To comply with any applicable mandatory requirements listed in the Inspection Checklist. Date ProjectTitle: COMMERCIAL REMODEL Datafilename: C:\MEHCampanAPROIEMT O2l111721006-5900WEST38TH STICOMCHECK10627311COMCHEIX 5900 W 387H 062721.c& COMcheck Software Version 4.1.1.0 V Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly In the COMcheck software Text in the'Comments/Assumptions" cclumn is provided by the user in the COMcheck Requirements screen. For each requirement, the user cel that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. A 672 .ID Plan Review Complies] COmmenWAssumptions A Footing floundation Inspection Plans, :ElDness pR27+ [DR211 tions proioneall :nor lcanbnaNm ' Das Not Not C403,12.2ISnowllce melting system and freeze compliance whichforthamecanm with which 'plop[ observable': ❑Does Not dot far the mechanical phot Applicable [F09]a pavement temperature and outdoor systems an dequipment and I[emp Mine. future connection to ONo[Applicable documentexceptions to the tlondard wheream -]No[Observable Insulation a= R-3.5. standard ase claimed. Lad ]Not Applicable C404.5. calculations per acceptable Complies '.g eninannc standards and '. . Additional Comments/Assumptions: Semon replacement air and conditioned �DOes Not A Footing floundation Inspection Complies? Commams/Assumptlons fi Re .ID Commems/Assumptlons 6 Re .ID C403,12.2ISnowllce melting system and freeze �Complles protection systems have sensors and ❑Does Not C403.12.31 controls configured to limn service for ❑Not Observable [F09]a pavement temperature and outdoor requirements. Refer o section details. I[emp Mine. future connection to ONo[Applicable on[rals. -]No[Observable Additional Comments/Assumptions: 1 Highlmpact(Ta l( N Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Report all 06/2721 Project Title: COMMERCIAL REMODEL Report date: 06/2721 Project Title. COMMERCIAL REMODEL Page 10111 Datafilemme: C:\MEHCampany\PROfEMV021111721W6-5900WEST38TH Page 2M 11 Datafilename CIMEHCompany\PROIECTS12021111721006- 5900WEST3al STCOMCHECK10627311COMCHEIX 5900 W 3871 062721.cdt STCOMCHECKt062721WOMCHECK 5900 W 38TH 062721.cck Section replacement air and conditioned �DOes Not A Plumbing Rough -In Inspection Complies? Comments/Assumptlpas 6 Reg.lD Commems/Assumptlons 6 Re .ID C4045. Heated water supply piping conforms :]Complies C404.5.1, to pipe length and volume -]Does Not C404.5.2 requirements. Refer o section details. ]Nat Observable [per] in accordance with -]No[Observable Insulation a= R-3.5. ]Nat Observable ]Not Applicable C404.5. Heated water supply piping conforms Complies C404.5.1, to pipe length and volume :IDEAS Not C404.5.2 requirements. Refer to section details. ]No[Observeble [per] -]Does Not )Not Observable zx�� Insulation exposed to weather is -]Not Applicable C404.5. Heated wast supply piping conforms Complies C404.5.1, to pipe length and volume -]Does Not C404.5.2 requirements. Refer to section details. -]No[Observable [pL6]a radiation. Dig C403.8.1 -]Not Applicable C404,6.3 Pumps thatcirculate water between a JComplies [PL7]3 heater and storage bank have controls Does Not ODoes that limit operation from startup to :]Not Observable <= 5 minutes after end of heating -]Not Applicable Applicable cycle. C403,8.1 C404.6.3 Pumps theatclrculate water between a -]Complies [pL7]3 heater and storage tank have controls -]Does Not that limit operation from startup to :]Not Observable FI No[ Observable <= 5 minutes after end of heating Not Applicable system bhp cycle. C404.6.3 Pumps tharcirculate water between a -]Complies [PUP heater and atorege tank have controls -]Does Not -]Does Not that limit operation from startup to -]Na[Obser cable fa a system motor nameplate no or fan = 5 minutes after end of heating -]Nat Applicable w cycle. ]Not Applicable 0404 7 Demand recirculation watersystems -]Complies [pL873 have ontmis that start the pump -]Does Not 67. The Total efficiency of the fan at upon receiving a signal from the :]Not Observable action of a user of a fixture or -]Not Applicable appliance and limits the temperature of maximum total efficiency of the 'fa _]Not -]Not Applicable of the water entering the cold -water an piping to 1C4°F. C404.7 Demand recirculation watersystems -]Complies [pFay have contrds; that start the pump -]Does Not -]Does Not upon receiving a signal from the -]Not Observable the design point of operation d- 15°b action of a user of a fixmm or Applicable appliance and limits the temperature -]Not of the water entering the cold -water fa n. piping to IC4°F. C403,8.3 C404 7 Demand recirculation watersystems -]COmpdes [Pnl have controls that start the pump -]Does Not upon receiving a signal None the INot Observable :]Not Observable action of a user of a fixture or -]Not Applicable of maximum total efficiency of the appliance and limits the temperature of the water entering the cold -water : piping to 1C4°F. Systems that heat outside the building Additional Comments/Assumptions: 1 I High Impact (ter 1) M Medium Impact (Tier 2) 13 ILow Impact (Tier 31 Project Title. COMMERCIAL REMODEL Data filename CIMEH Compari ROf ECTS\2021111721006-5900 WEST 3HTH STCOMCH ECK10627211COMCHECK 5900 W 387H 06272 Lack Section replacement air and conditioned �DOes Not W A Mechanical Rough -In Inspection Complies? Commems/Assumptlons 6 Re .ID exhaust rate criteria -]Not C4022.6 I Thermally ineffective panel surfaces of Complies -z [ME41P sensible heating panels have -]Does Not in accordance with -]No[Observable Insulation a= R-3.5. ]Nat Observable W occur during Foundation Inspection. �NOC Applicable C403.4.1. C403,11.3 HVAC piping insulation insulated in :]Complies with Integral heating Include [ME61]T accordance with Table C403.11.3. -]Does Not )Not Observable zx�� Insulation exposed to weather is Observable temperatures c- 45F. Vestibule protected from damage and is _]Not -]Not Applicable heating one cooling systems provided with shielding from solar controlled by a thermostat In Me d radiation. Dig C403.8.1 HVAC fan systems at design Complies see me Mxhen..I sysemaiot far calms. [ME65P conditions do not exceed allowable -]Does Not 'ketu/h-50%>24010thi-25% ODoes fa n system motor nameplate hp or fan - ]No[ Observable ]Not I ]Not Observable system bhp Applicable Liked: Applicable C403,8.1 HVAC fan systems at design ]Complies see the Al .... I systems no ter A ked,. [ME65]s conditions do not exceed allowable '_]Does Not ONot Observable to n system motor nameplate no or fan FI No[ Observable Flit Applicable system bhp ]Not Applicable C403,8.1 HVAC fan s?stems at design Complies See the Mecham Systems list for values. [ME65]3 conditions do not exceed allowable -]Does Not fa a system motor nameplate no or fan ]Not Observable U w system bhp ]Not Applicable C403.8.3 Fanshaveefficiency grade(EEG)>= Complies [ME117]o 67. The Total efficiency of the fan at -]Does Not the tlesignpoint of operation <=15% Observable of maximum total efficiency of the 'fa _]Not -]Not Applicable an C403 8.3 Fans have efficiencygrade(EEG)>= -]Complies [ME117]t 67. The total efficiency of thefan at -]Does Not the design point of operation d- 15°b ]Not Observable of maximum total efficiency M the -]Not Applicable fa n. C403,8.3 Fans ham efficiency grade(FIG)>= -]Complies [ME117]e 67. The total efficiency of thefan at -]Does Not the design point of operation <=15°.e :]Not Observable of maximum total efficiency of the -]Not Appllca be is c C40312.1 Systems that heat outside the building -]Complies [ME71]° envelope are radiant heat systems :]Does Not controlledt a envy Asian :]Not Observable device or timer switch .]Not Applicable C403.2.3 HVAC equipment efficiency verified. -]Complies See Me MechanuauSystemalist for cassava. [ME55P -]Does Not ]Nat Observable -]Not Applicable 0403,2 2 Natural or mechanical ventilation is -]Complies [ME59]1 provided in accordance with Does Not International Mechanical Cotler :]Not Observable Chapter 4. Mechanical ventilation has capability to reduce outdoor air supply -]Not Applicable to minimum per IMC Chapter 4. C403 7.1 Demand control ventilation provided -]Complies [ME59P forspaces>500 ft? and >25 IDOes Not pevpell000 ft2 occupant density and -]Nat Observable served by systema with airside ]Not Applicable. auto modulating outside eb damperrcontrol. or design airflow : I>3,000 dm. 1 I High Impact(ter 1) M Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Report date: 062]121 Page 3 of 11 Mechanical Rough -In Inspection I Complies? Comments/Assumptions C403 7Z Enclosed parking garage ventilation :]Complies [ME115)s has automatic contaminant detection ]Does Not and capacity stage or mod fa ns Re 50% or less of design casualty. :]Not observable ot Applicable C4037.6 HVAC systems serving guestroom5 in -]Complies [ME141]a Amus R-1 buildings wl[M1> 50 -]Does Not guesboants Each guestroom is JNO[Observable provided with controls that automatically manage temperature -]Not Applicable setpoint and ventilation (see sections C403.7.6.1 and C403.7.1i C403.7.4 Exhaust alrenergy recovery on Complies [ME5771 systems meeting Table C4037.40) -]Does Not and C403.74(2). ]Not Observable -]Nat Applicable [ME116]' replacement air and conditioned �DOes Not W supply air limitations, and satisfy hood ]Not Observable w rating requirements and maximum Applicable exhaust rate criteria -]Not C403.11.1 HVAC ductsand plenums Insulated In Complies -z accordance with C403.11.1 and -]Does Not C403.112constructed in accordance with -]No[Observable [ME60P C403.11.2, verification may need to W occur during Foundation Inspection. -]Nobier Applicable C403.4.1. Heating forvestibules and air curtains �Cornplles 4 with Integral heating Include Does Not [ME63P automatic controls that shut off the )Not Observable zx�� beating system when outdoor air O temperatures c- 45F. Vestibule ❑No[Applicable V heating one cooling systems controlled by a thermostat In Me d vestibule with heating setpoint <= Dig 6OF and cooling setpoint>= SOF. O C403.2.3 Hot gas bypass limited to: <=240 ElComplies roUcv) [ME35]1 'ketu/h-50%>24010thi-25% ODoes Not I ]Not Observable Liked: Applicable C403.33 Hotgas bypass limited to: <=240 Ocomplies [ME35]' kBtu/b-50%>240 kBtu/b-25°b ElDOes Not 0. ONot Observable cD O a Flit Applicable Ui INot Observable -]Not Applicable C403.5. Refrigerated display cases, walk in ]Complies C4035.1, coplers or walk-in freezers served by IDoes Not C403.5] remote compressors and remote INotObservable [M i condensers not located in a ]Not A bier condensing unit have fan-powod ppica condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with 04035.2.. Additional Comments/Assumptions, Reportdate: 0627121 Project Til COMMERCIAL REMODEL Reportdate: 06R7121 Project Title. COMMERCIAL REMODEL Reportdate: 06R7121 Page 4of 11 Data filename CIMEH Compari ROI ECT512021111721006 -5900 WEST aHH Page Sof 11 Data file no me: CIMEHCompany\PROIECT512021111721006- 5900WEST3HTH Page hof 11 STCOMCHECK10627211COMCHECK 5900 W 387H 062721.cck STCOMCHECK10627211COMCHECK 5900 W 38TH 062721.cck 11721006 �ooQppO AEG/sl <} 9pF. `sSroNAL 07/09/21 GM@RSeIPOFDOGOMEm6: ALL DRAWINGS. SPECIROAFFOINS AND OTHER WUitt PRODUCT OF MICHAEL E, LLC FOR THIS PROJECT ARE INSTRIUMENTS WECF ONLY ANDN S andI WL REWIN THE Let WHETHER TPROJECT S CWPLETEO OR NOT. HE OF MY OF THE INSTWMENTS OF wable OF MICHAEL E. HARMEY RE., Lec MY THE OWNER OF FATENSONS OF THIS PROJECT WRHOUT HARVEY RE.. LLC SHALL RE AT THE OANERI React AND THE OWNER AGREES TO DEFEND. M E66 MICH9EEL I HAARNEO XOLOEC FARE ALL CLAUDE, DMAUNEEC AND EKmNSES INCLUDING ATTORINEWO FEES PRISING OUT Of UNAUTHmFED USE OF MmUMENTS OF SERACE BY THE OWNER 6Y OME0.S Amlm THROUGH ���, Whea/R L>LU1A W 1/IJ.He I^ w . G A/hg fie w NW L1_ -z .J Q ; Coal Do a 0 NU� LL W cW z� m 10 C y > O o O 3 a) U >4 zx�� O V d O Dig O roUcv) xZ��� v2xn Gz] a U s. 0. cD O a at t x� U w Fv �ooQppO AEG/sl <} 9pF. `sSroNAL 07/09/21 GM@RSeIPOFDOGOMEm6: ALL DRAWINGS. SPECIROAFFOINS AND OTHER WUitt PRODUCT OF MICHAEL E, LLC FOR THIS PROJECT ARE INSTRIUMENTS WECF ONLY ANDN S andI WL REWIN THE Let WHETHER TPROJECT S CWPLETEO OR NOT. HE OF MY OF THE INSTWMENTS OF wable OF MICHAEL E. HARMEY RE., Lec MY THE OWNER OF FATENSONS OF THIS PROJECT WRHOUT HARVEY RE.. LLC SHALL RE AT THE OANERI React AND THE OWNER AGREES TO DEFEND. M E66 MICH9EEL I HAARNEO XOLOEC FARE ALL CLAUDE, DMAUNEEC AND EKmNSES INCLUDING ATTORINEWO FEES PRISING OUT Of UNAUTHmFED USE OF MmUMENTS OF SERACE BY THE OWNER 6Y OME0.S Amlm THROUGH ���, Whea/R L>LU1A W 1/IJ.He . G A/hg fie NW L1_ (N ar- .J Q ; Coal Do a 0 NU� LL W cW SO m 10 C y > O o O 3 a) U M=4 MECHANICAL COMCHECK ON He N a� IIS 'Eicgr seen _HU a Us M O LF) O d= ul 0U 1 High Impact (Tier 1( 'dr I Medium Impact (Ter 2) 1 3 1 Low Impact (Tier 3) Project Title'. COMMERCIAL REMODEL Data filename: CIMEH Company\P Sol ECT512021111721006-5900 WEST 38FH ST\COMCH ECKt062R 11COMCHECK 5900 W Ell 06272 lutes *�.. Rough -in Elettrlcal Inspection Complies? 6 Req.ID 1 C405,6 Low -voltage dry -type distribution ]Complies [EL26]t electric transformers meet the ]Does Not minimum efficiency requirements of ]Nat Observable Table C4056. ]Not Applicable C4057 Electric motors meet the minimum ]Complies [EL27]' efficiency requirements of Tables ]Does Not C405.7(1) through C4057(4). _]Not Observable Efficiency verified through certification under an approved iertefication ]Not Applicable program o Meequipm n[effidency ratings shall be ami nutled b facturem(wherec rtlfcation Commems/Aszumartions programs do notexisty JComplies Escalators and moving walks comply ]Complies with ASME A17.11CSA B44 and have ]Does Not automadc controls configured to INot Observable! e reduce speed to the minimum ]NotA Icabblbl permitted speed in accordance with pp ASME A17.1/CSA B44 or applicable , local code when not conveying '.. C405.9 Torel voltage drop across the JComplies [Eag]2 combination of feed rm and branch ]Does Not circuits c-5%. ]Not Observable'. _ ]Nat Applicable Additional Comments/Assumptions: 1 I High Impact (Tier l( E Medium Impact (Tier 2) 1 3 ILow Impact (Tier 3) Section \N heal i Final lnspecdon Complies? Commems/Aszumartions 6 Req.ID _ C303.3. Furnished CSM manuals for HVAC OComplies C408.2.5. systems within 90 days of system ODoes Not 3 [FI813 acceptance. I]NOt Observable ; do Doak Applicable C4032.2 HVAC systems and equipment ElComplies [FI27]3 capacity does not exceed calculated :]Does Not [FI10]3 loads. ]Not Observable d INot Applicable C403.2.4. Heating and coaling to each zone Is ]Complies 1 controlled by a thermostat control. ]Does Not [FI4713 Minimum one humidity control device ]Not Observable V per Installed humldlFlcatbnldehumldNlcatlon ]Not Applicable C4082.5. system. JComplies C403.2 4. Heating and cooling to each zone is occur plies 1 controlled by a thermostat control. 7Does Not [F14)]3 Minimum one humidity control device ]No[Observeble C4022.5. per installed hum:dificetbnkehumiditication ❑Not Applicable 3 anthem. ]Does Not C403.2.4. Heating and cooling to each zone is JComplies 1 controlled by a thermostat control. ❑Does Not [F147]3 M Immune one humidity control device ❑No[Obzervable 4 per installed bumudiFlcaturydehumiciication EINct Applicable [FI3011 System. ]Not Observable 0403.4.1. Thermostatic controls have a 5°F ocomplies 2 deadband. 'E]Does Not [FI38]3 LINO[ Observable Doak Applicable C403.2.4 Temperature controls have setpoint I (Complies 1.3 overlap restrictions, ]Does Not [F120]3 ]Not Observable H Aii Fv INot Applicable C403.2.4. Each zone equipped with setback ]Complies 2 controls using automatic time clack or ]Does Not [FI39]1 programmable control system. ]Not Observable ]Nat Applicable 04032.4. Automatic Controls: Setback to 55`F ElComplies 3.1, (heat) and 85-F (cool); 7-dayclock, 2 I]DOes Not C4032.4. hour occupant override, 30 -hour ONot Observable 2.2 [FI40]3 backup ONot Applicable 04081.1 Building operations and maintenance E]Complies [FI57]1 documents will be provided to the :]Does Not owner. Documents will cover ]Not Observable manufacturers Information, ]Not Applicable specifications, programming procedures and means M illustrating to owner how building, equipment and 'systems are intended to be Installed, maintained, and operated. C408.2.1 Commissioning plan developed by ]Complies [FI2811 registered design professional or IDoes Not approved agency. ]Not Observable ]Not Applicable 1 Highlmpact(Tier l( 1 2 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Report date: 062]121 Project Title'. COMMERCIAL REMODEL Report date: 062]121 Project Title'. COMMERCIAL REMODEL Report date: 062]121 Page ?of 11 Data filename: CIMEH Company\P Sol ECT512021111721006- 5900 WEST 38TH Page 8 O 11 Data filename: CIMEHCompany\PRO]ECT512021\ll721006-5900WES738FH Page 9 o 11 S1PCOMCHECK\0627211COMCHECK 5900 W 387H 06D21.cck S1PCCMCHECK\0627211COMCHECK 5900 W 38TH 06D21.cck section \N heal i Final Inspection Complies. Comments/Assumptions b Re .ID _ C408.2.3,:HVAC equipment has been tested W ]Complies 1 sure proper operation. ]Does Not [FI31]3 ]Not Observable ; do ]Not Applicable C408.2.3. I HVAC control systems have been ]Complies 2 !tested to ensure proper operation, ]Does Not [FI10]3 ,calibration and adjustment of controls. _]Not Observable d ]Not Applicable C408.2.4 Preliminary comm issioning report ]Complies [FI29]3 completed and certified by registered Does Not design professional or approved ]Not Observable V lagency. ]Not Applicable C4082.5. Furnished HVAC as -built drawings JComplies 1 submitted within 90 days of system ]Does Not [FI7]3 useptance ]Not Observable CJ ]Not Applicable C4022.5. IAn air and/or hydropic system ]Complies 3 balancing report is provided for HVAC ]Does Not [FI43]1'sys[ems. ]Not Observable ]Nat Applicable C408,2.5, Final commissioning report due to ]Complies 4 I building owner within 90 days of 7Does Not [FI3011 I receipt of certificate of occupancy. ]Not Observable ]Not Applicable Additional Comments/Assumptions: 1 I High Impact (Ter 1( M Medium Impact (Ter 2) 1 3 1 Low Impact (Tier 3) Project Title'. COMMERCIAL REMODEL Report date: 01 Project Title'. COMMERCIAL REMODEL Reportdate'. 062721 Damfilename: CIMEH Company\P Sol 1111117 21006 5900 WEST 38FH Page 10 of 11 Data filename: C1MEH CompanylPRO]ECTS12021\11721006-5900 WEST387H Page 11 of 11 ST\COMCHECK 0627211COMCHECK 5900 W 38TH 062721.cck SDCOMCH ECM0627211COMC HECK 5900 W 38TH 062721.cck 11721006 �ooQppO AEG/sl F``ssroNniE�'v� 07/09/21 SER IP3PFG UMEWSS AR OTHER WORK FRODUCT of MIpUEL E. E, Li FORTHIS PROJECT ARE INSIRIUMENTS is FAR TH IS m W E6r ONLY AND SHALL HE WAIN THE CWPLETFO OR NOT. HE OF MY OF ME INSTRUMENTS OF SERNAKE OF MICHAEL F. HARVEY P.E., Lee Per THE OWNER OF Affiso am OF THIS PRWEGT WITHOUT WRITTEN PEWISSION OF Mi�L F. HARVEY P.E.. LLD SHALL BEE AT THE OWNERN Raw AND THE OWNER ��ES TO DIEFEND. E66 IGHLEELNHARVED HOLD M M EFROM ALL ofial Paul ANDC ARISING OUT of UNAUTHOPMEO 115E OF HERIFILIMENUS OF SERACE BY THE EP M BY OTHERS Anel THROUGH .1 \N heal L>�1 So .•1' w a W all ON5 W NG../'g :z Q ; do w � 0 NU� LL Lea W aW..k+. z� DOHea m y C d U cOj d' ?4 zx�� 00 V dO co M U CJ x n Gz] a U s. p coo x� W H Aii Fv �ooQppO AEG/sl F``ssroNniE�'v� 07/09/21 SER IP3PFG UMEWSS AR OTHER WORK FRODUCT of MIpUEL E. E, Li FORTHIS PROJECT ARE INSIRIUMENTS is FAR TH IS m W E6r ONLY AND SHALL HE WAIN THE CWPLETFO OR NOT. HE OF MY OF ME INSTRUMENTS OF SERNAKE OF MICHAEL F. HARVEY P.E., Lee Per THE OWNER OF Affiso am OF THIS PRWEGT WITHOUT WRITTEN PEWISSION OF Mi�L F. HARVEY P.E.. LLD SHALL BEE AT THE OWNERN Raw AND THE OWNER ��ES TO DIEFEND. E66 IGHLEELNHARVED HOLD M M EFROM ALL ofial Paul ANDC ARISING OUT of UNAUTHOPMEO 115E OF HERIFILIMENUS OF SERACE BY THE EP M BY OTHERS Anel THROUGH .1 \N heal L>�1 So .•1' w 1/IJ all ON5 UJ NG../'g Q ; do one 0 NU� LL Lea W cW DOHea m y C d 0a) U to M=J MECHANICAL COMCHECK CORRIFF SRtI VI 4A 5A Interior Llamoe DolepfiaRoe Cenif tate AI NI GEFFFERNI III .oFFFFF.. FN BI DEF s.3 Inspection Checklist I GENERAL NOTES: I 1, REFER TO THE ARCHURECTURPL PIANS FOR ADDITIONAL WORK AND CGRFIAEONS, 2 ALL POWER AND LIGHTING DEVICE LOCATIONS AND CONTROLS ME AS PER THE THE ARCHITECTURAL DRAWINGS. ENSURE THAT ALL LOCATIONS AND HEIGHTS ARE AS PER NEC AND ADA REQUIREMENTS. ALL CIRCUKRY SHALL BE AS PER NEC 3, ENSURE ALL MATERIALS AND METHODS OF CONSTRUCTION TO COMPLY ADH CURRENT NEC., I.B.C. NEPA LEGG AND LOCAL ADOPTED OR AMENDED CODES. 4. CLEARED MADE WITH WLItt COMPANY FOR FINAL TRANSFORMER SIM, VOLTAGE, AND LOCATON. ANY DISCREPANCIES IN UTILITY TRANSFORMER SUING AND I OR LOCATION SHALL BE REPORTED TO ENGINEER FOR REVISED FAULT MMENT CALCULATIONS AND POSSIBLE RESPECIFICATION OF EQUIPMENT AIC RATINGS, 5. SUBMIT ELECTRCVL PLANS TO UTILITY COMPANY REPRESENTATIVE 6. COORDINATE METERING INSTAGT IrtILRYCOMPANY PRORTO WOU(. L FIRE ALARM AND DETECTION DESIGN IS EXCLUDED. SUBMIT DRAWINGS i0 FIRE PREVENTION CODE OFFICIALS FOR REVIEW AND SYSTEM DETERMINATION FOR THIS CONSTRUCTION AND CONDOIONS. IFREOORED, E.C. TO SUBMIT FlRE ALARM DETECTION AND NOTIFICATION SYSTEM DESIGN IN THE FORM OF SUFPUER SHOP DRAWINGS FOR FIRE ALARM SEPARATE PERMIT. 8. CONTRACTOR SHALL COORDINATE DIRECTLY WITH TENANTS LOW VOLTAGE CONSULTANT TELE, DATA AN. SECURITY I BURGLAR PLANS, ETC) FOR SPECIFIC REQUIREMENTS FOR EACH RESPECTIVE SYSTEM. ANY EMM RACEWAYS REWIRED BY THESE SYSTEMS SHALL BE COORDINATED DIRECTLY'MTH THE CONSULTANT I SUPPLIER MY ADDITIONAL LINE VOLTAGE POWER REQUIRED AND NOT SHOWN ON THESE DRAWINGS SHALL BE REPORTED AND COORDINATED WITH ELECTRICAL ENGINEER. 9, ELECTRICAL CONTRACTOR SHALL OFF ALL 120V BRANCH CIRCUITS EXCEEDING 75 LI NEAR FEET OF RUN LENGTH TO 010, CU TO ACCOMMODATE VOLTAGE DROP. LEGEND OO JUNCTION BOX $ SINGLE POLE BRANCH $3 THREE WAY SWKCH $a9 WA1LEOGOCCUPANCYSENSOR DIMMER RATED FOR WATTAGE AND LOAD TYPE DUPLEX RECEPTACLE MIN. STD. WALL HEIGHT ARE% RECEPTACLE MIN. STD. WALL HEIGHT ® FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE 4 TELECOMM I DATA OUTLET W/3IP OF STRUM (CONDUIT, BOX AND MUDRNG BY EG) TV, COAX OUTLET PRbW9RED BY SERVICE PROVIDER dv, MUDRING FOR LOW VOLTAGE ROCKING 77 FLUSHFLOORTELECOMM. OUIIE1WII4-C STUBUP O MOTOR ❑' DISWNNECTAATED FOR USE WP WEATHERPROOF GFI GROUND FAULT INTERRUPTER. PROTECTWKNSTREAM AC ABOVE COUNTER NOR MOUNTRECEPTACLEHMIZONTAllY. hl_ITO-®T•G-1 SPI PANEL A 208 1120 VOLS, 3vXASE, 4WIRE 0V on us AOOA3P M.C& NG COIF Esas NEW, SURFACE V, 3C3.973.9779 F. 303.993.9959 AIC 31000 NOIfS: MMIOOAT16MNft IIFF IF, W, FFId . CIRCUIT V A BAR A B AIPTION"RID CWCOIT AM1CMUff VftSPARE CIRCUITDESCRIPTION FIFL 1" 3934 50 3934 X6 CU+G 3934 39343934 / 3934 ] ROOF WP, GFI 180 20 s RR IAN, EWE RCPTS 940 NFNFNkNI I GENERAL NOTES: I 1, REFER TO THE ARCHURECTURPL PIANS FOR ADDITIONAL WORK AND CGRFIAEONS, 2 ALL POWER AND LIGHTING DEVICE LOCATIONS AND CONTROLS ME AS PER THE THE ARCHITECTURAL DRAWINGS. ENSURE THAT ALL LOCATIONS AND HEIGHTS ARE AS PER NEC AND ADA REQUIREMENTS. ALL CIRCUKRY SHALL BE AS PER NEC 3, ENSURE ALL MATERIALS AND METHODS OF CONSTRUCTION TO COMPLY ADH CURRENT NEC., I.B.C. NEPA LEGG AND LOCAL ADOPTED OR AMENDED CODES. 4. CLEARED MADE WITH WLItt COMPANY FOR FINAL TRANSFORMER SIM, VOLTAGE, AND LOCATON. ANY DISCREPANCIES IN UTILITY TRANSFORMER SUING AND I OR LOCATION SHALL BE REPORTED TO ENGINEER FOR REVISED FAULT MMENT CALCULATIONS AND POSSIBLE RESPECIFICATION OF EQUIPMENT AIC RATINGS, 5. SUBMIT ELECTRCVL PLANS TO UTILITY COMPANY REPRESENTATIVE 6. COORDINATE METERING INSTAGT IrtILRYCOMPANY PRORTO WOU(. L FIRE ALARM AND DETECTION DESIGN IS EXCLUDED. SUBMIT DRAWINGS i0 FIRE PREVENTION CODE OFFICIALS FOR REVIEW AND SYSTEM DETERMINATION FOR THIS CONSTRUCTION AND CONDOIONS. IFREOORED, E.C. TO SUBMIT FlRE ALARM DETECTION AND NOTIFICATION SYSTEM DESIGN IN THE FORM OF SUFPUER SHOP DRAWINGS FOR FIRE ALARM SEPARATE PERMIT. 8. CONTRACTOR SHALL COORDINATE DIRECTLY WITH TENANTS LOW VOLTAGE CONSULTANT TELE, DATA AN. SECURITY I BURGLAR PLANS, ETC) FOR SPECIFIC REQUIREMENTS FOR EACH RESPECTIVE SYSTEM. ANY EMM RACEWAYS REWIRED BY THESE SYSTEMS SHALL BE COORDINATED DIRECTLY'MTH THE CONSULTANT I SUPPLIER MY ADDITIONAL LINE VOLTAGE POWER REQUIRED AND NOT SHOWN ON THESE DRAWINGS SHALL BE REPORTED AND COORDINATED WITH ELECTRICAL ENGINEER. 9, ELECTRICAL CONTRACTOR SHALL OFF ALL 120V BRANCH CIRCUITS EXCEEDING 75 LI NEAR FEET OF RUN LENGTH TO 010, CU TO ACCOMMODATE VOLTAGE DROP. LEGEND OO JUNCTION BOX $ SINGLE POLE BRANCH $3 THREE WAY SWKCH $a9 WA1LEOGOCCUPANCYSENSOR DIMMER RATED FOR WATTAGE AND LOAD TYPE DUPLEX RECEPTACLE MIN. STD. WALL HEIGHT ARE% RECEPTACLE MIN. STD. WALL HEIGHT ® FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE 4 TELECOMM I DATA OUTLET W/3IP OF STRUM (CONDUIT, BOX AND MUDRNG BY EG) TV, COAX OUTLET PRbW9RED BY SERVICE PROVIDER dv, MUDRING FOR LOW VOLTAGE ROCKING 77 FLUSHFLOORTELECOMM. OUIIE1WII4-C STUBUP O MOTOR ❑' DISWNNECTAATED FOR USE WP WEATHERPROOF GFI GROUND FAULT INTERRUPTER. PROTECTWKNSTREAM AC ABOVE COUNTER NOR MOUNTRECEPTACLEHMIZONTAllY. L ■ ■ 10 16 Is 20 22 24 26 As as 140 PANEL 8 HLJTCH601l • Pf-PF�i 20 1120 VpIR, 3PXASE, AWIRE� PTF✓ 000 unvsA0043P M.[.B. NEW, SURFACE eVs]03.993.9999 Ep3p3.993.9959sas uc 33OW no]fs: Ma%4apn mBPAnft . CIfl CVIT V CIRCUR PHASE CIRNO V CIflCVIT DESCRIPTION A B%fl A B C 9Rfl A DESCRIPTION 1 "RNd" 3934 50 3 0 40/3 2974 "RTW' X6 CUaG 3934 2974 RB CVaG 3934 / / 2974 ] ROOF WP, GRI 180 20 20 SPARE s NBC RUN, EWE RCP15 940 20 20 SPARE 31 RR, IFN V6HR ]ID ZO ZO SPADE 13 33 OPEN AREA STRIP LR 660 20 O ZO SPARE 14 s "EWX-1" 1500 2p O 20 SPARE V SIGN 1300 2p 20 SPARE 19 SPARE 2p 30 SPARE AT SPARE 2p 30 SPARE i3 SPARE 2p 30 SPARE as SPARE 20 20 SPARE n SPARE 20 20 3PARE 39 SPARE j2O 30 SPADE 30 31 SPARE 20 SPADE 32 33 SPARE O O 20 SPARE 35 SPARE 20 SPARE 3] SPARE 30 SPARE 3s SPARE 30 SPARE41 SPARE o 0 2p SPARE P ].]A FIRMMINN. I DEMI DIFFAMAIDAVA UGHTIMS 2.1 125 2.6 RECEPTACLE WADS <10 1 1.1 AGO 1.1 RECEPTACLE IOADF 10 1 0.0 50 0.0 LARGESTMOTORWAD 11.8 125 14.8 MOTORLOADS 8.9 100 8.9 HEAT 1.5 100 1.5 ANSCIALANEFOUSLOAD2 0.0 100 0.0 MESCINFIGIRCURS 0.0 100 0.0 S PANEL 2081120 vOLrs, 3vxASB 4wME CONSULTING 088 onus AOOA3P M.C& aae NEW, SURFACE 3D3.993.9799 F. 303.973.9959 AIC: ]1,880 NOIfS: MMIOOATI6 PANft . CIflCVIT V CWCVIT PRASE CWCVR V CIflCVIT . ' OESCfl IPTION A BAR A B C BAR A DESCRIPTION ' 1 "RNS" 3934 50 50/3 3934 "RNI To 16 TH 20 22 24 as As Am 40 42 LIGNANG 2.1 125 2.6 RECEPTACLE WADS < 10 kAA 1.1 100 1.1 RECERFACLE WADS > 10 kAA 0.0 50 0.0 LARGESTMOTOR WAD AIR 125 CAR MOTORDOADS AIR 100 11's HEAT is 100 I'S AMCCULANEARS WAD 2 0.0 100 GA MIJAC DIED CIRCUITS DO 100 OR hl_ITO-®T•G-1 SPI PANEL A 208 1120 VOLS, 3vXASE, 4WIRE 0V on us AOOA3P M.C& NG COIF Esas NEW, SURFACE V, 3C3.973.9779 F. 303.993.9959 AIC 31000 NOIfS: MMIOOAT16MNft . CIRCUIT V A BAR A B AIPTION"RID CWCOIT AM1CMUff VftSPARE CIRCUITDESCRIPTION 1" 3934 50 3934 X6 CU+G 3934 39343934 / 3934 ] ROOF WP, GFI 180 20 s RR IAN, EWE RCPTS 940 20 ToIS RR, LN UGHR 210 20 13 13 OPEN ARG STRIP LR 660 20 14 s ^EWX-1^ 1500 za 16I] SIGN 1200 20 Is19 SPARE 20 20a1 SPARE 20 22e3 SPARE 20 24 as SPARE EO 0 20 SPARE 26 n SPARE EO 0 20 SPARE as 29 SPARE 20 20 SPARE T 31 SPARE 2020 O SPARE 32 33 SPARE 20 O 20 SPARE 35 SPARE 20 20 SPARE As 3] SPARE 20 20 SPARE as 3s SPARE 2020 O SPARE 40 41 SPARE 20 O 20 SPARE 42 PxB.2A P103 P9.3C CONN. Was DEMAND N DEMAND IFFA [ 8.3 RECEPTACLEWAID <10 kAA 1.1 100 1.1 RECEPTACUELINI kAA 0.0 50 0.0 LARGESTMOTOR WAD AIR 125 CAR MOTORDOADS AIR 100 11's HEAT 1.5 100 I'S MISCIFULANEDIS MAD 2 0.0 Too GA IF DIED CIRCUITS DO Ica GA MISCEFULANEOUSLOAD4 GO Too 0.0 TOTAL kVA: 318 TOTALAMP& 88.3 L ■ ■ 10 16 Is 20 22 24 26 As as 140 PANEL 8 HLJTCH601l • Pf-PF�i 20 1120 VpIR, 3PXASE, AWIRE� PTF✓ 000 unvsA0043P M.[.B. NEW, SURFACE eVs]03.993.9999 Ep3p3.993.9959sas uc 33OW no]fs: Ma%4apn mBPAnft . CIfl CVIT V CIRCUR PHASE CIRNO V CIflCVIT DESCRIPTION A B%fl A B C 9Rfl A DESCRIPTION 1 "RNd" 3934 50 3 0 40/3 2974 "RTW' X6 CUaG 3934 2974 RB CVaG 3934 / / 2974 ] ROOF WP, GRI 180 20 20 SPARE s NBC RUN, EWE RCP15 940 20 20 SPARE 31 RR, IFN V6HR ]ID ZO ZO SPADE 13 33 OPEN AREA STRIP LR 660 20 O ZO SPARE 14 s "EWX-1" 1500 2p O 20 SPARE V SIGN 1300 2p 20 SPARE 19 SPARE 2p 30 SPARE AT SPARE 2p 30 SPARE i3 SPARE 2p 30 SPARE as SPARE 20 20 SPARE n SPARE 20 20 3PARE 39 SPARE j2O 30 SPADE 30 31 SPARE 20 SPADE 32 33 SPARE O O 20 SPARE 35 SPARE 20 SPARE 3] SPARE 30 SPARE 3s SPARE 30 SPARE41 SPARE o 0 2p SPARE P ].]A FIRMMINN. I DEMI DIFFAMAIDAVA UGHTIMS 2.1 125 2.6 RECEPTACLE WADS <10 1 1.1 AGO 1.1 RECEPTACLE IOADF 10 1 0.0 50 0.0 LARGESTMOTORWAD 11.8 125 14.8 MOTORLOADS 8.9 100 8.9 HEAT 1.5 100 1.5 ANSCIALANEFOUSLOAD2 0.0 100 0.0 MESCINFIGIRCURS 0.0 100 0.0 S PANEL 2081120 vOLrs, 3vxASB 4wME CONSULTING 088 onus AOOA3P M.C& aae NEW, SURFACE 3D3.993.9799 F. 303.973.9959 AIC: ]1,880 NOIfS: MMIOOATI6 PANft . CIflCVIT V CWCVIT PRASE CWCVR V CIflCVIT . ' OESCfl IPTION A BAR A B C BAR A DESCRIPTION ' 1 "RNS" 3934 50 50/3 3934 "RNI To 16 TH 20 22 24 as As Am 40 42 LIGNANG 2.1 125 2.6 RECEPTACLE WADS < 10 kAA 1.1 100 1.1 RECERFACLE WADS > 10 kAA 0.0 50 0.0 LARGESTMOTOR WAD AIR 125 CAR MOTORDOADS AIR 100 11's HEAT is 100 I'S AMCCULANEARS WAD 2 0.0 100 GA MIJAC DIED CIRCUITS DO 100 OR [ 8.3 TOTAL kVA: 369 iOTALAMPS: C�R 15 RESPARESSILE FOR III FEEDER 17867 X6 CUaG 3934 3934 A6 ED 4 3934 / / 3934 ] ROOF AT, GFI 180 EO 20 SPARE s RR, IAN EWE RCPB 940 EO 20 SPARE 31 RR, LN VGNR 210 20 20 SPARE 13 33 OPEN AREA STRIP LR 660 20 20 SPARE 14 s "Ewx-1^ lspp za zp SPARE V SIGN 1200 20 20 SPARE 19 SPARE 30 20 SPARE AT SPARE 30 20 SPARE E3 SPARE 30 20 SPARE as SPARE EO 20 SPAREMCA OCR OCR n SPARE EO 20 3PARE 39 SPARE 20 20 SPARE 30 31 SPARE 20 20 SPARE 32 33 SPARE 20 O O 20 SPARE 35 SPARE 20 30 SPARE 3] SPARE 20 20 SPARE 3s SPARE EO 20 SPARE 41 SPARE 30 O O EO SPARE PxB.] AA P103 P9.3C TOTAL kVA: 318 tt3TALAMPS.' 89.3 I'Ve NG EXISTING POLE MOUNTED TRANSFORMERS GEAR. WITI THE E%CEPTIW OF EXTERKKRLIGHTIMET SHALL BE REMOVED IN LOCATED ACORSSyEY.90'DUESWiH. THEIRENTIREtt. PLL ELECigICAL SHALLBE NEW UNLESS OTHERWISE NOTED, ®ELECTRICAL PLAN SCALE: 118'=1'-0' FAULT CURRFNTGLCUGTIONS rynuzEsrrlEeusseuneueuwrroxn7a.xaoAND rulEsl Mµlenglb FIELD COM IpN PROJECT BID ADD GFORE Available Fault Coni 'on VOIR a PM1 Fi Runs "C"value Curren[ IS A[%al 130 kVA%finr Bank 26,000 %<ellwPto Maar 208 3 Ez E 31,942 N Me@nd[k 208 3 8 3 20565 21,435 Pl Panty "A" 208 3 36 2 0122 16,940. AM PARIS "B" 208 3 23 2 13122 18,334 A[PanN "C 208 3 N E 12122 16,195 g `� q3 Mqm MpN NEW 100A 3001130V, 3PH,4W ICOMMERCIAL MElER3TACK. I RHNC, NEM43R. PROVIDE CONCRETE HOUSEKEEPING PAO (BY GC.) NEfi GERJILE GR W NOG PER NEC 250. GNDRW, WATER SERVICE, BuapwG srEEL. ELECTRICAL ONE LINE DIAGRAM EXISTING XCEL ENERGY 150 AN, TRANSFORMER BANX. MSC=26,OW r-m-�=AP� I-IrvM3��l I� m NnIII D! mNm W� w �_n N WQ Z �°m Q i m m W Q o Q �Qm Qa CW� m 00 LU 0 Q � NOLL L] WJm w o ° o L9 m Zm LIW � 3°m m mwm m mJ0 ]� z 03km 1 W v m7> 7�4 A P,joT MOrp. am 43330 s;lr - CONAL 08.20.2021 N J N W o O =DO Lu Lu cl00 Lo : O Q J J O LJ W o m0m Q O W U VVhNI �lok, c OO�D9 �5S DRAWN: HPE CHECKED: MJHIBAP DATE: 07.08.2021 REVISIONS: 1. PLAN REVIEW 08.20.2021 FAULT CURRENT REVISION ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 X6 CUaG 3934 3934 A6 ED 4 3934 / / 3934 ] ROOF AT, GFI 180 EO 20 SPARE s RR, IAN EWE RCPB 940 EO 20 SPARE 31 RR, LN VGNR 210 20 20 SPARE 13 33 OPEN AREA STRIP LR 660 20 20 SPARE 14 s "Ewx-1^ lspp za zp SPARE V SIGN 1200 20 20 SPARE 19 SPARE 30 20 SPARE AT SPARE 30 20 SPARE E3 SPARE 30 20 SPARE as SPARE EO 20 SPAREMCA OCR OCR n SPARE EO 20 3PARE 39 SPARE 20 20 SPARE 30 31 SPARE 20 20 SPARE 32 33 SPARE 20 O O 20 SPARE 35 SPARE 20 30 SPARE 3] SPARE 20 20 SPARE 3s SPARE EO 20 SPARE 41 SPARE 30 O O EO SPARE PxB.] AA P103 P9.3C TOTAL kVA: 318 tt3TALAMPS.' 89.3 I'Ve NG EXISTING POLE MOUNTED TRANSFORMERS GEAR. WITI THE E%CEPTIW OF EXTERKKRLIGHTIMET SHALL BE REMOVED IN LOCATED ACORSSyEY.90'DUESWiH. THEIRENTIREtt. PLL ELECigICAL SHALLBE NEW UNLESS OTHERWISE NOTED, ®ELECTRICAL PLAN SCALE: 118'=1'-0' FAULT CURRFNTGLCUGTIONS rynuzEsrrlEeusseuneueuwrroxn7a.xaoAND rulEsl Mµlenglb FIELD COM IpN PROJECT BID ADD GFORE Available Fault Coni 'on VOIR a PM1 Fi Runs "C"value Curren[ IS A[%al 130 kVA%finr Bank 26,000 %<ellwPto Maar 208 3 Ez E 31,942 N Me@nd[k 208 3 8 3 20565 21,435 Pl Panty "A" 208 3 36 2 0122 16,940. AM PARIS "B" 208 3 23 2 13122 18,334 A[PanN "C 208 3 N E 12122 16,195 g `� q3 Mqm MpN NEW 100A 3001130V, 3PH,4W ICOMMERCIAL MElER3TACK. I RHNC, NEM43R. PROVIDE CONCRETE HOUSEKEEPING PAO (BY GC.) NEfi GERJILE GR W NOG PER NEC 250. GNDRW, WATER SERVICE, BuapwG srEEL. ELECTRICAL ONE LINE DIAGRAM EXISTING XCEL ENERGY 150 AN, TRANSFORMER BANX. MSC=26,OW r-m-�=AP� I-IrvM3��l I� m NnIII D! mNm W� w �_n N WQ Z �°m Q i m m W Q o Q �Qm Qa CW� m 00 LU 0 Q � NOLL L] WJm w o ° o L9 m Zm LIW � 3°m m mwm m mJ0 ]� z 03km 1 W v m7> 7�4 A P,joT MOrp. am 43330 s;lr - CONAL 08.20.2021 N J N W o O =DO Lu Lu cl00 Lo : O Q J J O LJ W o m0m Q O W U VVhNI �lok, c OO�D9 �5S DRAWN: HPE CHECKED: MJHIBAP DATE: 07.08.2021 REVISIONS: 1. PLAN REVIEW 08.20.2021 FAULT CURRENT REVISION ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 I'Ve NG EXISTING POLE MOUNTED TRANSFORMERS GEAR. WITI THE E%CEPTIW OF EXTERKKRLIGHTIMET SHALL BE REMOVED IN LOCATED ACORSSyEY.90'DUESWiH. THEIRENTIREtt. PLL ELECigICAL SHALLBE NEW UNLESS OTHERWISE NOTED, ®ELECTRICAL PLAN SCALE: 118'=1'-0' FAULT CURRFNTGLCUGTIONS rynuzEsrrlEeusseuneueuwrroxn7a.xaoAND rulEsl Mµlenglb FIELD COM IpN PROJECT BID ADD GFORE Available Fault Coni 'on VOIR a PM1 Fi Runs "C"value Curren[ IS A[%al 130 kVA%finr Bank 26,000 %<ellwPto Maar 208 3 Ez E 31,942 N Me@nd[k 208 3 8 3 20565 21,435 Pl Panty "A" 208 3 36 2 0122 16,940. AM PARIS "B" 208 3 23 2 13122 18,334 A[PanN "C 208 3 N E 12122 16,195 g `� q3 Mqm MpN NEW 100A 3001130V, 3PH,4W ICOMMERCIAL MElER3TACK. I RHNC, NEM43R. PROVIDE CONCRETE HOUSEKEEPING PAO (BY GC.) NEfi GERJILE GR W NOG PER NEC 250. GNDRW, WATER SERVICE, BuapwG srEEL. ELECTRICAL ONE LINE DIAGRAM EXISTING XCEL ENERGY 150 AN, TRANSFORMER BANX. MSC=26,OW r-m-�=AP� I-IrvM3��l I� m NnIII D! mNm W� w �_n N WQ Z �°m Q i m m W Q o Q �Qm Qa CW� m 00 LU 0 Q � NOLL L] WJm w o ° o L9 m Zm LIW � 3°m m mwm m mJ0 ]� z 03km 1 W v m7> 7�4 A P,joT MOrp. am 43330 s;lr - CONAL 08.20.2021 N J N W o O =DO Lu Lu cl00 Lo : O Q J J O LJ W o m0m Q O W U VVhNI �lok, c OO�D9 �5S DRAWN: HPE CHECKED: MJHIBAP DATE: 07.08.2021 REVISIONS: 1. PLAN REVIEW 08.20.2021 FAULT CURRENT REVISION ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 EXISTING POLE MOUNTED TRANSFORMERS GEAR. WITI THE E%CEPTIW OF EXTERKKRLIGHTIMET SHALL BE REMOVED IN LOCATED ACORSSyEY.90'DUESWiH. THEIRENTIREtt. PLL ELECigICAL SHALLBE NEW UNLESS OTHERWISE NOTED, ®ELECTRICAL PLAN SCALE: 118'=1'-0' FAULT CURRFNTGLCUGTIONS rynuzEsrrlEeusseuneueuwrroxn7a.xaoAND rulEsl Mµlenglb FIELD COM IpN PROJECT BID ADD GFORE Available Fault Coni 'on VOIR a PM1 Fi Runs "C"value Curren[ IS A[%al 130 kVA%finr Bank 26,000 %<ellwPto Maar 208 3 Ez E 31,942 N Me@nd[k 208 3 8 3 20565 21,435 Pl Panty "A" 208 3 36 2 0122 16,940. AM PARIS "B" 208 3 23 2 13122 18,334 A[PanN "C 208 3 N E 12122 16,195 g `� q3 Mqm MpN NEW 100A 3001130V, 3PH,4W ICOMMERCIAL MElER3TACK. I RHNC, NEM43R. PROVIDE CONCRETE HOUSEKEEPING PAO (BY GC.) NEfi GERJILE GR W NOG PER NEC 250. GNDRW, WATER SERVICE, BuapwG srEEL. ELECTRICAL ONE LINE DIAGRAM EXISTING XCEL ENERGY 150 AN, TRANSFORMER BANX. MSC=26,OW r-m-�=AP� I-IrvM3��l I� m NnIII D! mNm W� w �_n N WQ Z �°m Q i m m W Q o Q �Qm Qa CW� m 00 LU 0 Q � NOLL L] WJm w o ° o L9 m Zm LIW � 3°m m mwm m mJ0 ]� z 03km 1 W v m7> 7�4 A P,joT MOrp. am 43330 s;lr - CONAL 08.20.2021 N J N W o O =DO Lu Lu cl00 Lo : O Q J J O LJ W o m0m Q O W U VVhNI �lok, c OO�D9 �5S DRAWN: HPE CHECKED: MJHIBAP DATE: 07.08.2021 REVISIONS: 1. PLAN REVIEW 08.20.2021 FAULT CURRENT REVISION ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 g `� q3 Mqm MpN NEW 100A 3001130V, 3PH,4W ICOMMERCIAL MElER3TACK. I RHNC, NEM43R. PROVIDE CONCRETE HOUSEKEEPING PAO (BY GC.) NEfi GERJILE GR W NOG PER NEC 250. GNDRW, WATER SERVICE, BuapwG srEEL. ELECTRICAL ONE LINE DIAGRAM EXISTING XCEL ENERGY 150 AN, TRANSFORMER BANX. MSC=26,OW r-m-�=AP� I-IrvM3��l I� m NnIII D! mNm W� w �_n N WQ Z �°m Q i m m W Q o Q �Qm Qa CW� m 00 LU 0 Q � NOLL L] WJm w o ° o L9 m Zm LIW � 3°m m mwm m mJ0 ]� z 03km 1 W v m7> 7�4 A P,joT MOrp. am 43330 s;lr - CONAL 08.20.2021 N J N W o O =DO Lu Lu cl00 Lo : O Q J J O LJ W o m0m Q O W U VVhNI �lok, c OO�D9 �5S DRAWN: HPE CHECKED: MJHIBAP DATE: 07.08.2021 REVISIONS: 1. PLAN REVIEW 08.20.2021 FAULT CURRENT REVISION ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 DRAWN: HPE CHECKED: MJHIBAP DATE: 07.08.2021 REVISIONS: 1. PLAN REVIEW 08.20.2021 FAULT CURRENT REVISION ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 F"1 a ME 3 N 3 CPLTIx DO W M� x1: PLUMBING GENERAL NOTES: 1. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR AS TO SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS AND PERFORMANCE. 2. (E) INDICATES EXISTING, (N) INDICATES NEW MATERIAL, (F) INDICATES FUTURE, (R) INDICATES RELOCATED, 3. B INDICATES POINT OF CONNECTION OF NEW TO EXISTING. 4. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS, WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF ALL WORK, THIS CONTRACTOR SHALL MAKE CHANGES 'WITHOUT ADDITIONAL COSTS. 5. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST COORDINATING ALL DOWNTIME WITH OWNER'S PERSONNEL. 6. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY DIRECTED OTHERWISE. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR HIS WORK AND /OR CORE DRILL REQUIREMENTS. 8. CONTRACTOR SHALL CLOSELY COORDINATE NEW MECHANICAL WITH ALL NEW AND EXISTING MECHANICAL, ELECTRICAL, ARCHITECTURAL AND STRUCTURAL MEMBERS. 9. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF MECHANICAL EQUIPMENT WITH STRUCTURAL ENGINEER PRIOR TO SETTING EQUIPMENT. 10. CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO SUBMITTING A BID. NO ADDITIONAL COST WILL BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING MECHANICAL CONDITIONS. 11. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT VERSION OF INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL PLUMBING CODE; INCLUDING LOCAL AMENDMENTS. 12. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT SCHEDULES TO THE ENGINEER AND OWNER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. CONTRACTOR AGREES TO PAY FOR ANY REQUIRED MODIFICATIONS DUE TO FAILURE TO PROVIDE SUBMITTALS PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. 13. CONVENTIONS USED IN THE PRESENTATION OF THE CONTRACT DOCUMENTS A. NATURAL GAS INPUTS ARE AT SEA LEVEL. 14. ALL EXISTING EQUIPMENT TO BE REMOVED SHALL HAVE ALL RELATED HOUSEKEEPING PADS, PIPING, CONTROLS, GAUGES, ELECTRICAL SERVICE, HANGERS, SUPPORTS AND ANY MISCELLANEOUS RELATED SERVICE OR PARTS REMOVED COMPLETELY. 15. 0 & M MANUALS -PROVIDE 0 & M MANUALS TO THE ARCHITECT FOR APPROVAL TWO (2) WEEKS BEFORE FINAL PUNCH LIST IS SCHEDULED. 16, 0 & M MANUALS -PROVIDE 0 & M MANUALS TO THE ARCHITECT FOR APPROVAL TWO (2) WEEKS BEFORE FINAL PUNCH LIST IS SCHEDULED. 17, TESTING. ADJUSTING AND BALANCING -TOTAL SYSTEM BALANCE SHALL BE PERFORMED IN ACCORDANCE WITH NEBB PROCEDURAL, STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF ENVIRONMENTAL SYSTEMS. SUBMIT TEST REPORTS FOR TESTING, ADJUSTING AND BALANCING. 18. COORDINATE ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 19. ALL MATERIALS AND EQUIPMENT LOCATED IN AIR PLENUMS SHALL BE RATED FOR PLENUM APPLICATION. 20. ADA ACCESSIBLE PRODUCTS SHALL CONFORM TO ADA AND ANSI STANDARDS, 21. PROVIDE COMPLETE INSTALLATIONS OF NEW PLUMBING FIXTURES AND TRIM, ASSOCIATED SOIL. WASTE, VENT, AND HOT AND COLD WATER PIPING. INLCUDING ALL NEW CONNECTIONS TO EXISTING SOIL AND VENT STACKS AND EXISTING COLD WATER PIPING, HANGERS AND SUPPORTS, TO MAKE ALL SYSTEMS COMPLETE AND OPERATIONAL. 22. SOIL. WASTE, VENTS, DRAINS ABOVE GROUND. NO -HUB CAST IRON SERVICE WEIGHT, CISPI 301, WITH JOINTS MADE OF NEOPRENE GASKETS AND STAINLESS STEEL CAMP AND SHIELD ASSEMBLIES. BELOW GROUND SERVICE WEIGHT CAST IRON, CLASS B, ASTM A74, HUB AND SPIGOT, CISPI HSN COMPRESSION TYPE WITH ASTM C564 NEOPRENE GASKETS. CONTRACTOR OPTION TO USE DWV PVC SCHEDULE 40 PIPE AND FITTINGS IN NON -PLENUM LOCATIONS. 23. DOMESTIC COLD. HOT, AND HOT WATER RECIRC PIPING WITHIN THE BUILDING ABOVE GRADE. COPPER WATER TUBE ASTM B88, TYPE "L". HARD DRAWN, CAST BRONZE OR WROUGHT COPPER FITTINGS, SOLDER JOINT TYPE, USING ONLY LEAD-FREE SOLDER. DOMESTIC COLD WATER PIPING BELOW FLOOR INSIDE BUILDING TO BE TYPE "K" COPPER TUBE ASTM WITH NO JOINTS OR FITTINGS BELOW FLOOR. 24. INSULATE DOMESTIC HOT WATER AND HOT WATER RECIRC PIPING WITH SNAP-ON TYPE FIBERGLASS PIPE INSULATION, 1" THICK (1-1/4" PIPE SIZE AND SMALLER), 1-1/2" THICK 1-1/2" PIPE AND LARGER) WITH FACTORY APPLIED FIRE RETARDANT VAPOR BARRIER JACKET WITH SELF-SEALING LAP. ALL VALVE AND FITTINGS SHALL BE INSULATED WITH SESTON COMPANY PRE -MOLDED FIBERGLASS PVC INSULATION FITTINGS, INSTALLED AS RECOMMENDED BY MANUFACTURER. INSULATION SHALL HAVE CONDUCTIVITY NOT EXCEEDING 0.27 BTU/INCH/HR/FT"2/T, AND NOT EXCEED FLAME / SMOKE SPREAD DEVELOPED RATINGS OF 25/50. FOR PIPING 1-1/2" AND LARGER, PROVIDE 180 DEGREE CALCIUM SILICATE INSERTS WITH 180 DEGREE GALVANIZED STEEL SADDLES AT ALL INSULATED HANGER LOCATIONS. IN LOCATIONS OF POSSIBLE FREEZING, INSULATE DOMESTIC COLD, HOT, HOT WATER RECIRC PIPING WITH 2" THICK INSULATION INDICATED HEREIN. 25. STOP VALVES. ALL FIXTURES AND ROUGH -INS ETC., TO BE SUPPLIED WITH STOP VALVES TO ISOLATE EACH FIXTURE. 26. SANITIZE ALL NEW PIPING AND FLUSH THOROUGHLY. 27. PROVIDE NON -CONDUCTING DIELECTRIC FITTINGS AND/OR COUPLINGS WHEN JOINING PIPE OF DISSIMILAR MATERIAL. 28, NATURAL GAS PIPING ABOVE GROUND TO BE OF THE FOLLOWING MATERIALS: PIPING 2" AND SMALLER TO BE SCHEDULE 40 BLACK SEAMLESS STEEL PIPE PER ASTM A53. PIPING 2" AND SMALLER TO HAVE MALLEABLE IRON SCREWED FITTINGS (150 LB CLASS) WITH THREADED JOINTS USING JOINT COMPOUND RESISTANT TO GAS -AIR MIXTURE. PIPING 21h" AND LARGER TO USE 150LB CLASS SEAMLESS CARBON STEEL WELDING FITTINGS WITH BUTT WELDED JOINTS. PLUMBING LEGEND ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT LINE DESIGNATIONS CdD WA¢R(DID ------- SANITARY RENT (V) NOT 'MMR DmB INDIRECT WASTE FIXTURE -m- CREASE WASM HOT WARR CRCAATNG _ NATURAL OAS ("K) FAUCET SANITARY WASTE (W) _ CWFRESBFD AR ABOVE GRADE OIL FLOOR -D- EQUIPMENT DRAIN _ SANITARY (BUILDING MAIN) ® RTU -2 BELOW MADE At FLOW MODEL VALVES and FITTINGS SMALL vuR MODEL STYLE TEIRERANRF OMIGE WEa vuvE Tr y MMPERANRE/PRESSURE UNION RELIEF VALE 2" MISCELLANEOUS PORT CE CONNECTION 114" e NEW TO EXISTING LINE HEIGHT fqi EX1 HEIGHT ARE !C EGUIPMLIMT HATCHING INDICATES . STURGE. TEXT. SDELAT EXT,ET[. G -Ll --4 ENSDHG 10 BE REMOVED R(q E] NDCARS ERBNNG O GAS PRESSURE DOWNSTREAM OF GAS METER BASED ON BELOW 2 PSI, 0.5"W. C. CWWN WTHAM NEW MqO: r(i POSTING 10 BE REYO>ED AS SHOWN AS DAM ABBREVIATIONS -GENERAL AFT NQh FINISHED FLOOR OA OUTSIDE NR AP ACCESS PANEL RA RETURN AIR OR, D DIAMETER SA SUPPLY AIR EA EXHAUST NR TW TYPICAL MA MIXED AIR M) NEW MD MOTORIZED DAMPER (F) EXISTING MW MANUAL VOLUME DAMPER Q) RELOCATED NO Tp7 IN CWTRKT L-1 PLUMBING ROUGH -IN FIXTURE CONNECTION SCHEDULE FIXTURE TYPE SYMBOL PLUMBING FIXTURE SCHEDULE VENTtWATER PLAN HOT WATER DESCRIPTION FIXTURE FIXTURE 4" FIXTURE FAUCET FAUCET FAUCET FIXTURE REMARKS CODE 2" RTU -2 MFR. MODEL MOUNTING MFR, MODEL STYLE MOUNTING 1/2" Tr y WATER COOLER / DRINKING FOUNTAIN EWC/DF 2" 2" 540 STYLE 114" O LOAD HEIGHT ARE RHEEM WC -1 1500 WATER CLOSET - ADA AMERICAN O GAS PRESSURE DOWNSTREAM OF GAS METER BASED ON BELOW 2 PSI, 0.5"W. C. PRESSURE DROP. COORDINATE REQUIRMENTS WITH UTILITY COMPANY. FLOOR N/A N/A N/A 19" TO TOP OF SEATSTANDARD O O O O 012 4142,13483.000 NOTES: M. O SEE DETAIL. SUPPORT FROM STRUCTURE, x 0 O EQUAL BY STATE, RUUD, SMITH CORP (A.D.). O PROVIDE HEAT TRAPS ON INLET AND OUTLET WATER CONNECTIONS TO WATER HEATER. L-1 HEATER CONTROLS SHALL ALLOW SETPOINT DOWN TO 907. LAVATORY - ADA AMRICAN 0355.012 r,- ` WALL AMERICANSTANDARD 5502.1]5.002 WRIST BLADES RE: ARCH Oa O O O 0 0 0 STANDARD cq MSB -1 MOP SERVICE BASIN FIAT MSBID2424 FLOOR FIAT 830AA FOUR ARM EWC-1 ELECTRIC WATER COOLER - ADA HALSEY TAYLOR HTVZ88LPV WALL -- -- -- PER MANUF,'S REC'S O FS -1 FLOOR SINK JAY R. SMITH 3151 FLOOR -- -- -- -- t0 REMARK NOTES: O 1.1 GALLON PER FLUSH, ELONGATED RIM, PRESSURE ASSIST TOILET, WHITE VITREOUS CHINA. O CONCEALED ARMS SUPPORT. O PROVIDE WITH BEMIS SELF SUSTAINING SEAT MODEL 1955SSCT-OFLC. O WALL MOUNTED FAUCET, ALL BRASS, 10" SPOUT WITH WALL BRACE, 3/4" MALE HOSE THREAD OUTLET AND VACUUM BREAKER, 8" CENTER TO CENTER, CHROME PLATED FINISH, FLAT GRID STRAINER, O3 ADA ACCESSIBLE W.C. - LOCATE FLUSH VALVE HANDLE ON WIDE SIDE OF STALL. HANDLE SHALL MEET ADA REQUIREMENTS. INTEGRAL 3" DRAIN. O PROVIDE WITH CAST BRASS P -TRAP WITH CLEANOUT PLUG, FLEXIBLE SUPPLIES & ANGLE STOPS. O PROVIDE BI -LEVEL BARRIER -FREE COOLER WITH PLUG-IN AND 3 -WIRE GROUNDING TYPE 0.5 GPM VANDAL RESISTANT AERATOR, 4" CENTERS, OPEN GRID STRAINER, WHITE VITREOUS CHINA. SERVICE CORD. 120V/1PH, 4.0 FLA, ELECTRICAL CONTRACTOR TO PROVIDE 120V/IPH RECEPTACLE RATED AT 15 -AMP MINIMUM, OS PROVIDE TRUEBRO INSULATION KIT ON ALL EXPOSED PIPING. 10 FLOOR SINK, SQUARE, CAST IRON, PROCELAIN ENAMELED INTERIOR, SUMP BODY DRAIN © PROVIDE WITH POWERS MODEL LFE480, 3/8" TEMPERING VALVE ON HOT SIDE OF LAVATORY. 8"DEEP A 12.5" SQUARE WITH FLASHING COLLAR AND CAST IRON RING, 12.5" SQUARE NICKEL BRONZE REMOVABLE HALF TOP GRATE, SEDIMENT BUCKET, BOTTOM WASTE OUTLET, (4 -ES -1) 4-WASTE/2-VENT. PLUMBING ROUGH -IN FIXTURE CONNECTION SCHEDULE FIXTURE TYPE SYMBOL SOIL OR WASTE VENTtWATER PIPE HOT WATER REMARKS WATER CLOSET (FLUSH TANK) WC 4" 2"LAVATORY MODEL NO. RTU -1 224 270 L 2" 2" RTU -2 1/2"MOP 270 SERVICE BASIN MSB 3"2" TOTAL (IN,) 1/2" Tr y WATER COOLER / DRINKING FOUNTAIN EWC/DF 2" 2" 540 -- 114" O LOAD EWH-1 RHEEM 20 1500 120/1 REMARK NOTES- OTES:OADA ACCESSIBLE W.C. - LOCATE FLUSH VALVE HANDLE ON WIDE SIDE OF STALL. HANDLE SHALL MEET ADA REQUIREMENTS. (DADA GAS PIPE SIZING CHART (UNIT A) EQUIPMENT EQUIPMENT CFH EQUIVALENT PIPE REMARKS DESCRIPTION (MBH) HEIGHT LENGTH (FT.) SIZE MODEL NO. RTU -1 224 270 105 TVA" O RTU -2 224 270 105 TVA" O TOTAL (IN,) °' Tr y G N CONNECT 448 540 105 114" O LOAD EWH-1 RHEEM 20 1500 120/1 REMARK NOTES' O GAS PRESSURE DOWNSTREAM OF GAS METER BASED ON BELOW 2 PSI, 0.5"W. C. PRESSURE DROP. COORDINATE REQUIRMENTS WITH UTILITY COMPANY. GAS PIPE SIZING CHART (UNIT B) ELECTRIC DOMESTIC WATER HEATER SCHEDULE PLAN MANUFACTURER/ GALLONS WATTS V/PH RECOVERY TANK HEIGHT IMMM REMARKS CODE MODEL NO. RTU -3 224 270 GPH ® 100 DIAMETER (IN.) RTU -4 150 181 175 1Y" O DEG. F. (IN,) °' Tr y G N CONNECT 3]4 451 O S.L. 2" O LOAD EWH-1 RHEEM 20 1500 120/1 6 20 26 O O O O EGSP-20 co O 012 REMARK NOTES: M. O SEE DETAIL. SUPPORT FROM STRUCTURE, x 0 O EQUAL BY STATE, RUUD, SMITH CORP (A.D.). O PROVIDE HEAT TRAPS ON INLET AND OUTLET WATER CONNECTIONS TO WATER HEATER. O WATER HEATER CONTROLS SHALL ALLOW SETPOINT DOWN TO 907. GAS PIPE SIZING CHART (UNIT B) EQUIPMENT EQUIPMENT CFH EQUIVALENT PIPE REMARKS DESCRIPTION (MBH) LENGTH (FT.) SIZE RTU -3 224 270 175 1VA" (D RTU -4 150 181 175 1Y" O TOTAL z� °' Tr y G N CONNECT 3]4 451 175 2" O LOAD ED V REMARK NOTES- OGAS PRESSURE DOWNSTREAM OF GAS METER BASED ON BELOW 2 PSI, 0.50W.C. PRESSURE DROP. COORDINATE REOUIRMENTS WITH UTILITY COMPANY. GAS PIPE SIZING CHART (UEREMARKS EQUIPMENT EQUIPMENT CFH EQUIVALENT PIPE W DESCRIPTION (MBH) LENGTH (FT.) SIZE RTU -I 224 270 231 1It" RTU -2 224 270 231 1V:" TOTAL z� °' Tr y G N CONNECT 448 540 231 2" O LOAD ED V REMARK NOTES; OGAS PRESSURE DOWNSTREAM OF GAS METER BASED ON BELOW 2 PSI, 0.5-W.C. PRESSURE DROP. COORDINATE REQUIRMENTS WITH UTILITY COMPANY. PLUMBING DRAWING LIST: P-1 PLUMBING LEGEND, SCHEDULES, AND GENERAL INFORMATION P-2 PLUMBING DEMOLITION PLAN P-3 PLUMBING PLAN P-4 PLUMBING DETAILS AND ISOMETRICS 11721006 �ooQppO AETG�/sl Ti ssSroNniE�'� 07/09/21 �ERSHIPOF COGUMEM6: OTHER WORK PRODUCT OF MICHAEL E. HARVEY E, LLA FOR THIS PROJECT ARE INSTRUMENTS E TUN TH R PROJECT ONLY ANDS NIL REMAIN THE PRI OF MICHAEL E HARVEY P E COMPLETED OP NOT THE OP MY OP ME INSTRUMENTS OF ANSI OF NICHARL E. HARNEY HE., LLC BY THE OWNER OF EXRN6KN60F THIS PROJECT WITHOUT WRITTEN PERMISSION OF MICHAEL E. HARVEY HE.. LLC SHALL RE AT THE CANNERY RUSH AND THE OWNER ADMIES TO DEFEND. ME66 MIENI RVEO HE.,HOLED FROM ALL CLAIMS, CANAPES, AND PRISING Wi OF UNAUTHORIZEP1� OF 1431RUMENTS OF SERACE BY THE ER ON 6Y OTHERS ACTING THROUGH THE .J, Whea/R u>1 I^ W W :z .j Q CNI co a 0 NU L L 00 z� °' Tr y G N 3 O oN O >4ZV Lo ED V co O 012 z x U y N CID x r,- ` U 0 0 0 cq x V U w F. �ooQppO AETG�/sl Ti ssSroNniE�'� 07/09/21 �ERSHIPOF COGUMEM6: OTHER WORK PRODUCT OF MICHAEL E. HARVEY E, LLA FOR THIS PROJECT ARE INSTRUMENTS E TUN TH R PROJECT ONLY ANDS NIL REMAIN THE PRI OF MICHAEL E HARVEY P E COMPLETED OP NOT THE OP MY OP ME INSTRUMENTS OF ANSI OF NICHARL E. HARNEY HE., LLC BY THE OWNER OF EXRN6KN60F THIS PROJECT WITHOUT WRITTEN PERMISSION OF MICHAEL E. HARVEY HE.. LLC SHALL RE AT THE CANNERY RUSH AND THE OWNER ADMIES TO DEFEND. ME66 MIENI RVEO HE.,HOLED FROM ALL CLAIMS, CANAPES, AND PRISING Wi OF UNAUTHORIZEP1� OF 1431RUMENTS OF SERACE BY THE ER ON 6Y OTHERS ACTING THROUGH THE .J, Whea/R u>1 ui .j Q CNI co a 0 NU L L 00 Lu °' Tr y G N 3 O oN O U Lo R-1 PLUMBING LEGEND, SCHEDULES, AND GENERAL INFORMATION ItiDEW3 o0 ox aw uo' 16 ED I I F I III II , )I k — 4 J II I� II II II 6 II I I I II I L T 7 n II 6 4 II 2 II II 1 I�3 1 1, ♦I L= r_4jI `JI II a I I I I I II I I I I I II I I I I I I I I II I I I I I I XXXXX(E)1"G*j I O II I tNH L I r� 2 - - -SSRSS _ ii -------------f g I Il 1 x W II II \ -Ti II OREMOVE II II I O REMOVE --;I II \ II 6 (E)SEWAGE EJECTOR/SUMP PUMP, ASSOCIATED W/V PIPING. OREMOVE o (E)ELECTRIC WATER HEATER, ASSOCIATED CW/HW PIPING BACK TO MAIN AND FFF r II I II I I II II II II d TO REMAIN AND REPLACE IF REQUIRED. VERIFY IN FIELD. (TYP.) 10 �� METER. VERIFY CAPACITY WITH UTILITY COMPANY PRIOR TO PURCHASING ANY —� L_______________ MATERIALS OR EQUIPMENT. <a>REMOVE zx�� _________- I - CO J II I� II II II 6 II I I I II I L T 7 n II 6 4 II 2 II II 1 I�3 1 1, ♦I L= r_4jI `JI II a I I I I I II I I I I I II I I I I I I I I II I I I I I I XXXXX(E)1"G*j I O II I tNH L I r� 2 3 4 O3 -------------f g I I00 01 � I�3 I IIL0J U q> I /.\PLUMBING DEMOLITION PLAN SCALE: 1/8" - 1'-0" ISO O GENERAL NOTES: 1. REMOVE (E)PLUMBING SYSTEMS UNLESS NOTED OTHERWISE. VERIFY IN FIELD. WORK NOTES: `',REMOVE (E)WATER CLOSET, ASSOCIATED CW/W/V PIPING BACK TO MAIN AND CAP OREMOVE \N heal (E)LAVATORY, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. O3 -------------f g R R x W OO 0 (E)BATHTUB, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. OREMOVE W (E)CLOTHES WASHER CW/HW/W/V PIPING BACK TO MAIN AND CAP. O REMOVE (E)SINK, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. 5 6 /.\PLUMBING DEMOLITION PLAN SCALE: 1/8" - 1'-0" ISO O GENERAL NOTES: 1. REMOVE (E)PLUMBING SYSTEMS UNLESS NOTED OTHERWISE. VERIFY IN FIELD. WORK NOTES: `',REMOVE (E)WATER CLOSET, ASSOCIATED CW/W/V PIPING BACK TO MAIN AND CAP OREMOVE \N heal (E)LAVATORY, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. O3 REMOVE (E)GAS-FIRED WATER HEATER, ASSOCIATED CW/HW PIPING BACK TO MAIN AND CAP. x W OO REMOVE (E)BATHTUB, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. OREMOVE W (E)CLOTHES WASHER CW/HW/W/V PIPING BACK TO MAIN AND CAP. O REMOVE (E)SINK, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. Oi REMOVE (E)SEWAGE EJECTOR/SUMP PUMP, ASSOCIATED W/V PIPING. OREMOVE o (E)ELECTRIC WATER HEATER, ASSOCIATED CW/HW PIPING BACK TO MAIN AND -c 00 CAP. LuLLI O9 REMOVE (E)GAS PIPING SHOWN CROSSHATCHED. VERIFY CONDITION OF (E)GAS PIPING d TO REMAIN AND REPLACE IF REQUIRED. VERIFY IN FIELD. (TYP.) 10 (E)GAS METER. VERIFY CAPACITY WITH UTILITY COMPANY PRIOR TO PURCHASING ANY C.) U MATERIALS OR EQUIPMENT. <a>REMOVE zx�� (E)CW PIPING BACK TO 12' ABOVE FINISHED FLOOR FOR CONNECTION TO CO (N)REDUCED PRESSURE BACKFLOW PREVENTER. VERIFY LOCATION IN FIELD. 11721006 \N heal a1 I-1 x W W LuLLI :z CANI co U a o -c 00 LuLLI °' zQ C d y 0a) O C.) U Lo3: ?4 zx�� CO W E• Q b O U F N x z N U On y xn Gz] a UIt s 14 o_ PH d xcq x V � w oQppO AEG/sl 'K'>< r FFSSIONAIE��'� 07/09/21 OMERSHIPOFDOCUMENTS ER RORK PRODUCT OF MICHAEL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTSOEFORTHIS FRECT ONLY ANDN S IL WREMAIN THE PROPERTY OF MICHAEL E HARVEY P E LULWHETHERTFRUIECTIS COMPLETED OR NOT. OSE OF MY OF THE INSTRUMENTS OF SEUACE OF WCHAEL E. HMVEY P.E., LDC BY THE OWNER OF EXTENSIONS OF THIS PROJECT WIMOUT WRITTEN PERNISSION OF MICHAEL E. HARDLY P.E.. LLC SHALL 3E AT THE �ERN RUSH AND THE OWNER AGREES TO DEFEND. M E66 MHLEEL E. HAARVEO HOLD ICEC FROM ALL CLAIMS, �, AND ARISING OUT OF UNAUTNMRFED I� OF MICHAEL E. HMVEY P.E.. LLD M�UMEUTS OF SERACE BY THE OR SYO ERS ACHNG THROUGH THE EH ■ =` PLUMBING DEMOLITION PLAN \N heal CS5S,,. LuLLI .j Q CANI co U a o -c 00 LuLLI °' m y C d y 0a) O C.) U Lo3: ■ =` PLUMBING DEMOLITION PLAN WORK NOTES: OCOORDINATE GAS METER (N)GAS REQUIREMENTS WITH UTILITY COMPANY PRIOR TO p BEGINNING WORK. O CONNECT (N)1VA-CW TO (E)1% -CW. VERIFY LOCATION IN FIELD. PROVIDE (N)1V4-BFP-1, SEE DETAIL. OSEE PLUMBING ISOMETRICS FOR ADDITIONAL WORK IN THIS AREA. OGAS PIPING UP THRU ROOF PER BUILDING STANDARDS AND SPECIFICATIONS. COORDINATE WITH ROOFING CONTRACTOR. SEAL WEATHERTIGHT. e1 A M3 CO NN NI PO POO o= DO I 2 I 3 I 4 I 5 I 6 I 7 I 8 CS5A" G'/"g OxN5 w /.\PLUMBING PLAN SCALE: 1/8" - 1'-0" 11721006 a� \N heal CS5A" G'/"g OxN5 w NW :z .j Q CA4 W w � 00 z� °' m y C d > y 0a) ?4ZV In� CO V m co Z O U N b x U f6 y N rn x i` U 0 O Do x V � w �ooQppO AEG/Sl 44. FSS/ONAIE��' 07/09/21 GMiER6xIP OF COCGMENl6: OTHER WORK PRODUCT OF MICHAEL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTSOIEFORTHIS FRECT ONLY AND SHALIL WREMAIN THE CONIOR NOT. HE OF MY OF THE INSTRUMENTS OF SEUACE OF WICHAEL F. HMVEY RE., LDC BY THE OWNER OF OFTEN6KN60F THIS PROJECT WRH0JT WRITTEN PERNISSION OF MICHAEL F. HARDLY RE.. LLC SHALL NE AT THE OWNERNF RISK AND THE OWNER AGREES TO DEFEND. INN IFYHOLD M E66 MHLEEL E. HAARVEO RE., ICUC FROM ALL CLAIMS, �, AND EXPENSES INCLUDING AFTORNEYA FEES ARISING OUT OF UNAUTHORIZED USE OF MICHAEL E. HARVEY RE. LLD H�UMEWTS OF SERACE BY THE ER OR SYO MS ACHNG THROUGH THE .J, \N heal CS5A" G'/"g OxN5 NW .j Q CA4 W U a 00 cW °' m y C d > y 0a) U In� ■ =V PLUMBING PLAN 01 M� xON TOP OF COVER SHALL BE FLUSH WITH FINISHED FLOOR FINISHED COMBINATION Y & 1/8 BEND FITTING WHERE APPLICABL TO BUILDING OR EQUIPMENT I JAY R. SMITH MODEL 4020 ADJUSTABLE CLEANOUT WITH NICKEL BRONZE TOP AND BRONZE PLUG. RATED FOR BEARING FOOT AND MEDIUM LOAD WHEELED TRAFFIC. FLOOR CLEANOUT SCALE: NONE PLUG WHEN NOT EXTENDED CHROME WALL COVER AND SCREW ALLOW 18" CLEAR SPACE IN FRONT OF CLEANOUT — HUB & SPIGOT (TYP.) 45' C.I. BEND MAY EXTEND AS A WASTE OR VENT. FROM CITY OR BUILDING MAIN I VALVE FINISHED FLOOR FLOOR SINK WORK NOTES FOR DOMESTIC WATER BACKFLOW PREVENTER: O 14"BFP-I, REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY, FEBCO MODEL LF860. PROVIDE WITH FUNNEL AND DRAIN PIPING TO FLOOR DRAIN, O WYE STRAINER, FESCO MODEL 650 WITH BLOW DOWN PLUGGED. O 1V4" DOMESTIC WATER MAIN FROM BUILDING MAIN, CONNECT TO (E)I4-CW. VERIFY IN FIELD. Oq 14" WATER TO BUILDING FIXTURES. O SUPPORT BFP FROM WALL OR FROM PIPE SUPPORTS. OEXTEND INDIRECT DRAIN TO FLOOR DRAIN, SIZE TO BE DOUBLED WATER LINE SIZE. PIPING TO BE BE COPPER WITH SOLDER JOINTS UP TO A 1" BFP. FOR SIZES LARGER THAN 1" USE LINE SIZE FOR THE INDIRECT DRAIN BUT IN NO CASE LESS THAN 3" IN SIZE. SUPPORT FROM FLOOR WITH UNISTRUT AND ANCHOR SECURELY TO AVOID MOVEMENT. OPROVIDE TESTING AND REPORT ON BACKFLOW PREVENTERS IN ACCORDANCE WITH THE COLORADO CROSS CONNECTION STANDARDS AND STATE PLUMBING CODE REQUIREMENTS. WALL DOMESTIC WATER - REDUCED SANITARY TAPPED TEE PRESSURE BACKFLOW PREVENTER DETAIL WITH CLEANOUT NOT TO SCALE NO HUB COUPLING (TYP.) LINE BALANCE OF PIPING SAME AS CLEANOUT TO GRADE WALL CLEANOUT (WCO) DETAIL NOT TO SCALE STATE III ETC-2X� EXPANSION TANK SUPPORT FROM STRUCTURE. 1.96 GAL CAPACITY 1.27 GAL ACCEPTANCE VOLUME GALVANIZED METAI RETENTION PAN W/ DRAIN OUTLET HOT WATER CIRC. PUMP, CP -1, B & G MODEL NBF-185, I GPM 0 15 FT. HD. 120V/IPH. 90 WATTS. \ 1 GPM B & G AOUASTAT AOS T 4" 1" i 0-160• F I m•� iF L. B & G AUTOMATIC TIMER KIT TC -1. LOCATE IN FIELD. UNION m TO GAS-FIRED:47 CAS SHUT EQUIPMENT TOFF VALVE WATER I FULL SIZE DOWN HEATER AND OPEN -SITE EWH_1 OVER DRAIN PAN TANK DRAIN VALVE W/ HOSE END CONNECTION FLOOR SERVICE SINK WATER HEATER PIPING DETAIL NOT TO SCALE WORK NOTES: O SUPPORT WATER HEATER ABOVE SERVICE SINK AS REQUIRED. O 2" DEEP GALVANIZED DRIP PAN WITH 1" DIAMETER DRAIN OUTLET. ROUTE TO SERVICE SINK AND OPENSITE. OBALL VALVE (TYPICAL). 6" LINE SIZE DIRT LEG REFER TO DRAWINGS FOR SIZE. ROOF DECK ROOF PENETRATION PERGAS MAIN BUILDING STANDARDS AND _ f SPECIFICATIONS. COORDINATE '-- WITH ROOFING CONTRACTOR. NOTE: VERIFY ALL GAS-FIRED EQUIPMENT GAS INPUT (BTUH) AND GAS PRESSURE REQUIREMENTS PRIOR TO PURCHASING ANY MATERIALS AND PRIOR TO CONSTRUCTION. GAS CONNECTION DETAIL NOT TO SCALE C P�Cf aP R Alt IPiN SEC SpllTO TIaN RCE hw I T 0451 I 'AZA i�l III 3 I I I 1• I 1 a f✓ 4.FLD / LOCNfCT / OF FTION TO SppM1t* INON AFQ. b Np tlCav RIpNIOR IRCCPIIN LpCAECT Tp TI L F'LUMBINU WA51 t & VENT ISOMETRIC SCALE: NONE C PT Cl PAugaP Rc al To TION C� TO PIPI 4Oq,5'1AATOR IN rOS C VAT OF Y + Cp 05 r 44 . I r Ilth( C PfRATFpPING T SfCTSppN Tw PI N 51 V Cg Oq VAIVANor N C, PLUMBING COLD, HOT, HOT WATER RECIRC ISOMETRIC SCALE: NONE 1t PERATfOPING T SECTII A fTw PIP C4ING TQ 5.1 AyAT*T IECC. OF NY IN �w R@At TfOPING T SEGTpA fTw PIP C4Oq S LANG M1 pPATpRyTNIN IfCC. 11721006 �ooQppO AEG/Sl a} 1} FSS/ONAIE��' 07/09/21 OWERSHIPOFDOCUMENT6: OTHER WORK PRODUCTT OF MIQUEELL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTS FRECT ONLY ANDN S IL WREMAIN THE PROPERTY OF MICHAEL E HARVEY P E CCNPi�ORNOT THE OF µY OP THE INSTRUMENTS OF FREI OF WCHARL F. HARVEY P.E., LIDO BY THE OWNER OF EXTENSIONS OF THIS PROJECT WITHOUT WRITTEN PEREISSION OF MICHAEL F. HARDLY P.E.. LLC SHALL NE AT THE WNI RISK AND THE OWNER AGREES IFY AND HOLD HARMMUESS McWETO DEFEND. ELL 'ENo , AND FROM ALLEXPENSES INCLUDING AIFTORNEYSFEES ARISINGOUEi OF UNAUTHE. HAWVEY ORIZED USE OF INSTRUMENTS ER OI SYO MS ACTING THROUGHTH ., \N heal L>'11' 'O, w C /^9 Cole W -z N J Q >OD 04 U a 00 Lu Z rn C If i13 O 0O 0) ?4 zx�� CO V m co Z O U V b x U f6 y N CO x r,- `s. L4 U d O G'FFiD N x V � w �ooQppO AEG/Sl a} 1} FSS/ONAIE��' 07/09/21 OWERSHIPOFDOCUMENT6: OTHER WORK PRODUCTT OF MIQUEELL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTS FRECT ONLY ANDN S IL WREMAIN THE PROPERTY OF MICHAEL E HARVEY P E CCNPi�ORNOT THE OF µY OP THE INSTRUMENTS OF FREI OF WCHARL F. HARVEY P.E., LIDO BY THE OWNER OF EXTENSIONS OF THIS PROJECT WITHOUT WRITTEN PEREISSION OF MICHAEL F. HARDLY P.E.. LLC SHALL NE AT THE WNI RISK AND THE OWNER AGREES IFY AND HOLD HARMMUESS McWETO DEFEND. ELL 'ENo , AND FROM ALLEXPENSES INCLUDING AIFTORNEYSFEES ARISINGOUEi OF UNAUTHE. HAWVEY ORIZED USE OF INSTRUMENTS ER OI SYO MS ACTING THROUGHTH ., \N heal L>'11' 'O, C /^9 Cole Lij � N J Q >OD 04 U a 00 Lu °' rn C If i13 O 0O 0) U �� P=4 PLUMBING DETAILS AND ISOMETRICS A 6 POU"DIS,°'"DAEEH AND HM XORIZ HOLLOWMETAL HORIZONTAL am STL STANDARD STEEL PROJECT GENERAL NOTES Kenny Davis Architects AMIE HR HOUR STOR STORAGE 303-960-5813 1.2.1 Applicable Codes AT NT HEIGHT SIEUCT STRUOTURE muCNRPl Michael Harvey P.E., LLC ON A ANCORBOLL HIR HEATER 2018 International Mechanical Code NAXEDS SYMETRICA 1. ALL WORK SHALL COMPLY WITH THE GOVERNING LAWS, CODES AS ANCHOR eoLr Hvnc HEAVING, VENTILATION and AIR SYMSUE SVM SYMMETRICAL AND ORDINANCES OF THE STATE OF COLORADO. ABV ABOVE 1.2.2 Snow 8 Wind Loads COTWATEING SVS SYSTEM Ground snow load: 30.0 psf ACT ACCCUSTlcAL HA HmwATER r TREAD 2. THESE DRAWINGS DO NOT INDICATE ANY STAGING OR PHASING. ACT AREADRILALLEIHNNQ 2. Building and Site Data HIG WArERXEAIER TSB TOP AND Construdion Type (existing) Type V -B AD CESSUNE ADDENDUM«ACCESS WOR HAPY mvr Standpipes No Tac TONGUE AND GRWVE NGUE NDGRO 3.RIS IN THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS (IF ADD ADDENDUM Iec INTERNA INTERNATIONAL TB TOWEL BAR INCLUDED THAT THE GENERAL CONTRACTOR AND EACH OF HIS ) ARE AIDACEM°r YCON CONTDING RACTOR INSTALLEDBYRACTIX2 TBC TOP OFBACK OFCURB Proposed B Group SF 3,500 at 10 INSIDE DIAMETER SUBCONTRACTORS PROVIDER MATERIALS, ARE FLOABLE AGGREGATEFINISHEDFLOUR IN INCANDE TELE TELEPHONE AND QUI SUPPLIWITHIN EQUIPMENT MPLETE THEIR ADD TEMP TEMPowar°r TEMPERATURE ALU MR HANDLING MRRHANAE urvrt INLAND INCANDESCENT TG TEMPERED Goss WORKSTANDAR RESPECTIVE WORK WITHIN THE RECOGNIZED STANDARDS OF ALT ALTERNATE INCL INuRMATI THERM THERMOSTAT WORKMANSHIP OF WORKMANSHIP OF THE INDUSTRY. ALUM ALUMINUM INFO INFORMATION THK TormIQWESS AnoO ANODueD ITT IrvTERIOR «wsuuTED LL LDY NS AND ARCHox APPROXIMATE INT INTERIOR TOln To OPOFTHRESHOLD TOP OF ANDRIFY ARCHITECT CONDITIONS IN THE FIELD AND NOTIFY ARCHITECT WHERE ANV C NDITIONS IN HE FIELD ARCH ARCHITECTURAL IMMEO INTERMEDIATE TOL TOP OF CONCRETE CONFLICTS EXISTS. ART ASTRUCTIONS LESENTAL INKHe INVERT TOW TOP OF STEEL INSTRUCTIONS JC JOIST LQSET TIM TOPOF WDLL Jar JOIST 5. ALL AND SE CTORSSHALL ASPH ASPHALT TPD TOILET PAPER DISPENSER Auto AVENUEm UTOMA Jr JOIUNKIIr TUBES Ory AND NDIVISIT THOROUGHLY ONS TH VERIFY EXISTING CONDITIONS AND LVESPECTI AVE AVENUE KD KNOCENawN TS Ts TUBE EEL. ENSION ET THEIR AREA OFWORKTO DIMENSIONS AVG AVERAGE IRT KmcBEe ry TELEVISION COSTS AND BID AND NOT E SUBMITTINGRESPONSIBLE AWP ACOUBASE CPL WALL PANEL KD KNICEIKKICK TVP TYPICAUNDER FOR NY ADDIARCTIONAL WORK FOR WOR NOTOR IN TSHOWN OCUMENT S BASE KPATE KICKPLATR UL UNDERWRITERS LABORATORY IT BALANCE N CONFLICT W ITR THE BALANCE CONTRACT ENTS, CONFLICT B.O.OBY OWNER Li ✓AM LAMINKIS Rv ED EOVER SCALED 6. PRECEDENCE E DIMENSIONS TAKE PRECEDENCE OVER SCALED B.O.F. LAM LAMWOE VOn WIN UNLESS UNLESS OTHERWISE NOTED DIMENSIONS. DIMENSIONS. BO SBY CARDOWNERFUNRE BOARD LAY LAVATORY OO5 URINAL OTHERWISE SPECIFIED Brt BITUMINOUS LEE LABEL oV IRR LEADER T. INJURIES BLDG BUILDING uBCEOLOSIULSURVEv BM LOCKIN BLOCKING LK LEFT HAND V VARY PE SONOR DAMAGE IL DING DU TO ACCIDENTS TOPERS ON OR DAMAGE TO BUILDING ACCIDENTS OF ANY BM BOTTOM rvcn MARK LKR LONG VAR VAPORBARlEs NATURE OR CAUSE DURING CONSTRUCTION. TION. BOT BOTTOM OURUs LE LONG LEG VB VII SRG BASEMNG Lw LONGLEGVERTICAL VCT COMPOSITION Ulan CTQN rtioN TEE 8. TA ITH Hl BSMr BASEMENT LP aL LGNTING PANEL«uGHT PaaoF PANEL VENT VERIFY PLUMBING, ANDSI ERAL PLUMBING, DOCUMENTS PRIOR ELECTRLL ICAL CONTRACT OCUMENT C CADIKING LT uSNT VER VERIFY GOFORINST LATEFALLIT TO ORDERING OF OR INSTALLATION OF ALL ITEMS AND WORK. CL. CABINET INE LTL LINTEL VERT VESTIBUL CNE CABINET VEST VESTIBULE COBLTRUCTI sIory MACH MA MACHINERY MAGNETIC INSTALL TE BLOCKING ANDPARTITION 9.INFORCINGFO ROD COD CDNSEI)CIRUTTECHANGEDIREerNE sac MASONRY VIN VIN HET Vlm °r SXEETVINYL MADE. or REINFORCING ALL WALL MOUNTED CABINETRY,ACCESSORIES, CDry MAs MAsorvftr VOL VOLUME EQUIPMENT AS SHOW AND HANDRAILS,AND OTHERS OCT cool COLORGIRCURRTMENSION MAIL MATERIAL VTR VENTTHROUGH AS DIRECTED BY ARCHITECT INTERIOR DESIGNER ANDIOR OWNER. SHOW INTERIOR TRANSPORTATION TEMENTERTArgN MAXIMUM WALLCOERIN CEM CFNENTmous ME BIB MOISTURE BARRIER w W WESTorALLCOVERING WEST«WIDE 10.ALL WORKRATE ASSEMBLIES DEC CORNER MEDH MEDIUM AL WHO, WHEREOCcuR9 NUMBERS REQUIRE SPECIFIED SAND U.L. DESIGN NUMBERS REQUIRE THE SPECIFIED PRODUCTS AND CG CORNER GUARD MEW MEDIUM DID PEACE cnsr IN PLACE MEMS MEMBRANE wti; wAONiea MATERIALS, AND OF INACCORDANCE WITH CIRC CIRCUMFERENCE MEP MECHANICAL ELECTRcnLam CLOSET DARDS NATIONALLY RECOGNIZED STANDARDS AS RECOMMENDED BY THE OGNIZ DSTNE CJ CONTROuoINT PLUMBING Wp wiTHDur NATIONAL FIRE PROTECTION ASSOCIATION AND THE GOVERNING MAP WATER RESISTANT CK CORK TILE MEII MEZZANINE We WALL COVERING AUTHORITIES. a COLUMN LINE MFR MANUFACTURER WD world CLO CEILING MH MANHOLE woo WINDOW 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR SATISFACTORY CLOS CLOSET MIN MINIMUM WE WIDE FLANGE or WOOD FLOORING REPAIR OR RESTORATION TO CITY STANDARDS OF ANY PUBLIC CCR CLEAR MIRK MIRROR AGE WIRE GLASS INFRASTRUCTURE CHANGED OR DAMAGED BY CONSTRUCTION CM CE"TIMETERs MISC MISCELLANEOUS WP WRKING cMu wNCRETE MAsoNRruun MM MILLIMETERS ACTIVITIES RELATED TO THIS PROJECT. POINT WORKING POINT CO CHANGE ORDER or CLEANOUT me MASONRYOPENING Wale WIT WEIGHWT COL COLOMt MTD MouNTLEDI 12. GENERAL CONTRACTOR IS TO ENSURE THAT THE PUBLIC ROW CCNC CONCRETE MOL METAL WI WWF WEIGHT DED WIRE Partial ADJACENT TO THIS SITE IS KEPT FREE AND CLEAR OF MUD AND CONF CONFERENCE MUL MULLION YD YARD YAR DEBRIS THAT RESULT FROM CONSTRUCTION ACTNITIES RELATED CONN CONNECTION (N) new TO THIS PROJECT. DENVER CONSTRUCTION N NORTH CONT CONTINUOUS NIC NOT IN CONTPACT NO NUMBER 13. THE GENERAL NOTES, SYMBOLS AND LEGENDS CONTAIN canTR CORK wNIFACTOR CORRIDDR«coRRUGATED NOM NOMINUL INFORMATION THAT MAY OR MAY NOT PERTAIN TO THIS cPr CARPET PRO NOISE REDUCTION COEFFICIENT PARTICULAR PROJECT. Or CERAMIC TILE N's NOTTOSCNE LTR COUNTER CA OVERALL 14. DIMENSIONS TAKEN FROM EXISTING FINISHED CONSTRUCTION Co CUBIC OC ON CENTER (EG. DRYWALL) IS RELATIVE TO FINISHED SURFACES. CY Call OD OUTSIDE DIAMETER DAMP DAMPROONNG OF OUTSIDE FACE 15. DIMENSIONS SHOWN FOR NEW CONSTRUCTION ARE TO FACE OF SBL DOUBLE OFF DEPIOE ON OPENING HAND FINISHED SURFACE I EXCEPT POINT ELEMENTS (POSTS, COLUMNS, DEG DEMO DEGREE DEMOLISH DEMOLITION CPNG OPENING ETC) ARE TO CENTER OF STRUCTURAL ELEMENT. DEPT DEPARTMENT CPP OPPOOSRE DI DRINKING FOUNTAIN oro DIMENSIONS SHOWN FOR WINDOWS ARE DIA DIAMETER P MUNDED)DouTSIOE PROP ET ONTR CT ARE TO ENING. GENERAL CONTRALTO OF LCONTRACTORARE DIaG DIAGONAL PA PROPERTY LINE REFERTROUGH H THE SCHEDULED NT FOR THE REFERENCED DIM DIMENSION PAN PARALLEL vnwARDeD CONTRACT OPENING CCOU OPENING DA TET HE OACCOMMODATE MMODAT THAT ASSEMBLY SET FRAMESOUGH-OPENING DISP DISPENSER PAR PARALLEL RAND REQUIRED AND ANV ROUGH -OPENING CLEARANCES AS MAY BE REQUIRED BY CLEARANCES DIV DOWN PCO PROVIDED BY OTHERS THE MANUFACTURER OF THE ASSEMBLY. ON Dowty Pc PHScnsT DR DOOR PERF PERFORATED DS DOWNSPOUT PERIM PERIMETER 1T'ALIGN' DIRECTS ALL FRAMING AND FINISH SUBCONTRACTORS Dr. DETAIL PKG PARKING TO ENSURE THAT ADJACENT OR RELATED FINISHED SURFACES ARE DWD DHAVVI"G PL PLATE IN PLANE. MR DRAWER PUVA PLASTIC LAMINATE 18. GENERAL CONTRACTOR TO VERIFY FIRE ALARM REQUIREMENTS LEI EXISTING PLAs PLASTER WITH LOCAL JURISDICTION. IF REQUIRED BY THE FIRE MARSHAL IN E FAST PLHG PLUMBING CHARGE, THEN THE GENERAL CONTRACTOR IS TO SEPARATELY EA EACH PLrwD PLYWOOD PROVIDE ENGINEERED FIRE AIARM DRAWINGS AND SYSTEM EB EXPANSION BOLT PM. PANEL ED EXHAUST DUCT POL POLISHED SPECIFICATIONS FOR REVIEW AND FOR INSTALLATION EF EXHAUST FAN or EACH FACE PR PARK or PROPOSAL REQUEST OF SYSTEMS. EJ EXPANSION MINT PREFAB MEFAIMICAMD M ELEVATION PREFs PREFlNISHED 19. SPRINKLER SYSTEM MODIFICATIONS AS REQUIRED TO MEET ELEC ELECTRICAL PRESTR PRESTRESSED SPACING AND COVERAGE FOR SUPPRESSION ARE TO BE REVIEWED ELEV ELEVATOR PRIM PRIMARY BY GENERAL CONTRACTOR WITH LOCAL JURISDICTION. IF EMR EMERGENCY FROM PROJECT REQUIREDD B BY THE FIRE MARSHAL IN IN CHARGE, GENERAL Bull ENGINEER PSF POUNDS PER SQUARE FOCT BOB EDGE OF SLAB PSI POUNDS PER SQUARE INCH CONTRACTOR IS TO SEPARATELY PROVIDE ENGINEERED FIRE EQ EDO& PT POSTTENSIONEDor PORCELMNTEE ALARM DRAWINGS AND SYSTEM SPECIFICATIONS FOR REVIEW AND EQUIP EQUIPMENT PT POINTOPTAUGENCY FOR INSTALLATION OF SYSTEMS. BE EACH PTD PAPER TOWEL DISPENSER EST ESTIMATE PTOs PAPER TOWEL DISPENSER AND 20. THE TERM 'SYSTEM' REFERS TO THE SPECIFIED PRODUCT AS EW FACHAWAy RECEPTACLE WELL AS ALL ACCESSORIES, TRIM PIECES, AND FASTENERS ewe ELECTRIC WATER COOTER PON Posmol REQUIRED TO INSTALL THE SPECIFIED PRODUCT INA SAN ELECTRIC WATER HEATER PER PAPER TOWEL RECEPTACLE COMPLETE, FUNCTIONING AND CODE COMPLIANT MANNER. EAT EXTERIOR PVC POLYVIrvvwHLORIDE F FARENHEIT Even PAVEMENT FA FIREALARM OR OWRRYTILE FAC FIREALMMCABINET one QUANTITY FACP FIRE ALARM CONTROL PANEL Se REMOVE Fee FURNISHED BY OTHERLS) R RISER FD FLOOR DRAIN or HIRE DAMPER RAD RADIUS T FEN FOUNDATION RE RUBBER BASE (E) STRUCTURE ABOVE FE FIRE EXTINGUISHER RBC RUBBER BASE COVE FEL FIRE EXTINGUISHER CABINET Red RUBBER BASE SIRAIGM 1 FF FINISHED FLOOR RET RUBBERTILE FEE FINISHED FLOOR ONE RD ROOF DRAIN BROAD FH FIRE HYCRAM RE REFER TO w REFERENCE me FIRE HOSE CABINET RED RECESMED) RATED SLIP TRACK AT HEAD FRMS MOTHEADMACHINESCREW Mal RECEPTACLE ENV FRE HOSE VALVE RET REFRIGERATOR or REFMGERATED WALL TYPE GENERAL NOTES FHWS FUTHEADWOODSCREN sales REINFORCED 31R" FIBERGLASS BATT INSULATION FIN FINISHLED) READ REQUIRED 1. REFER TO FLOOR PLAN FOR FIAT FIXTURE REEL REQUENT FUR FLASHING REN REVISE REVISED or REVISIONN FIRE WALL LOCATIONS FIA FLOORESCI RF ROOFINNTFLOORIHG Foe FLUORESCENT RET RocrwS 2. PARTITIONS SUPPORTED POP FACE OF CONCRETE RFL REFLECTED BVSLAB ON G SI PROVIDE 3Sys- 18GA MTLSTUDS FON FACE OF FINISHMASONRY RE RIGHT TOE, SLIP TOP PPROVE.C. 00s1 25-43ONEL OR APPROVED FOM FACE OF r RL MIN RAIN LEWDER ODATJOINTTO ACCOMODATE T OF VERTICAL EQUAL) 313E EQUAL) W ONE LAYER 5/8' GB EA. SIDE Fos STUD FACE OF STUD RM Roots MOVEMENT. UL FR FIRE RESISTIVE FIRE RD ROOF OPENING SLIP TRACK AT ASSEMBLY FOR SLIP TRACK AT FRP INCED PA FIBERGLASS REINFORCED PUJEUINSI RDW DRwiry RGHTOF RATED PARTITIONS. FRr FIRERETARDANTrTREATRd ROW AY RISHTDEwNS FT PCOT T) RFM REVERSEONS PER MINUTE FTG FOOTING RVS 3. JOINTS AT FEW FURNISHINEDS RCO ucroR FAIN WATER MOVIDE RETHANTROL MORETRAM30'-0"OC FOR R FUER FURRED or FURRING 8 3 SOUTH SOLID AL WALL Pur FUTURE Be CORE CORS CONSTRUCT CONSTRUCTION FRE VALVE caawEr SCD SEAT sEAEIDULE DISPENSER GA GA GAUGE scam SOHPD 4. CONT. 6" X 20GA BACKING W CONSTRUCTION SUBSTRATE W CONSTRUCTION SUBSTRATE GALv cALvnnlffo sD ISP SOAP DISPENSER PLATE AT PIPE SUPPORT ADHESIVE BE GRABBAR sec SECTION sF SQUARE FEET LOCATIONS. RE PIPING GC SEND GENERAL coxTRAcraE GLAZEDCONCRETEMnwNRYUNITS) am SHEET DRAWINGS FOR LOCATIONS, BASE PER SCHEDULE GI GALVANIZEDIRON SHIPS SHEATHING SECURE BACKING TO WALL GL SLwss«SLAVNS SHnR SUOwER STUDSW#10 TEK SCREWS@ GND GROUND SIM SIMILAR 18"O.C. FLOOR FINISH PER SCHEDULE GR GARDE SNC SANNARV NAPKIN CABINET GRT GROUT $No SANNARV NAPKIN DISPENSER GT GUMSTILE SNR SANRARV NAPKIN RECEPTACLE GWB GYPSUM WALLBOARD SC£F SCEFET GYP GYPSUM SPECS SPECIFICATIONS) GYP. SO GYPSUM BOARD SPKL SPRINKLER HAS HEADED ANCHOR STUD SPKR SPEAKER ATTACH NEW WALLS TO (E) STRUCTURE He LOSE BIB SPRY SUPPORT HILTI UX POWER FASTENER @24"O-C.W He HOILOW CORE or HANDICAPPED SQ SQUARE OWALL TYPE 1.5' EMBED MIN. HOAs HEADED DEFORMED ANCHOR STUD sR SINK RECEPTACLE INTERIOR PARTITION HDR HEADER as STAINLESS STEEL 1 HR RATED I UL U419 HDWR HARDWARE ASK SERVICESINK STA STATION UNIT 1 5103 SF EXIT NEW OVHD DOOR CODE PLAN AND AREAS 1" = 20'-0" UNIT 2 5032 SF IOL I I I EXIT 20'. 0' EXIT UNIT 3 4763 SF EXIT ELECTRICAL 101 SF 1.0 General Information DESIGN TEAM Name of Pmject Commercial Core and Shell Renovation Architect Address 5900 W 38th Ave. Wheat Ridge, CO 80212 Kenny Davis Proposed I Current Use B Occupancy I B Occupancy Kenny Davis Architects 07/26/21 1638 S Brentwood St 1.2 General Code Data Lakewood CO 80232 A300 303-960-5813 1.2.1 Applicable Codes Kenny@kennydavisenchitec[s.com 20181ntemational Building Code Mechanical 20181ntematiod al Residential Code Michael Harvey P.E., LLC 20181ntematiod al Plumbing Code 21041 Saddleback Circle 20181mandabonal Fuel Gas Code Parker, CO 80138 2018 International Mechanical Code 720-218-1154 2018 International Fire Code mharveype@comcastnet 2018 International Energy Conservation Cade 0 HR 2020 National Electric Code Electrical 20091GO At 17.1 Accessible and Usable Buildings and FatilNes Brent A. Papesh, PE Roof Construction Hutchison-Papesh Engineering Corp. 1.2.2 Snow 8 Wind Loads 13986 W Bowles Ave 08/20/21 Litlleron, CO 80127 Ground snow load: 30.0 psf 303-973-9779 Wind Speed: 115mph I Exposure C brent@hutchenginaedng.com Seismic Zone: One P-3 Frost depth: 30 inches below finished grade Contractor Sam Leger 2. Building and Site Data 303 Construction 400 S. Broadway Construdion Type (existing) Type V -B Denver, GO 80209 Sprinklers(existing) No 303-941-8112 Standpipes No Building Height (existing) 18'-011fi Building Area (existing) 3,500 at Site Lot Area (existing) .58 acres Building Stones (existing) 1 Building Stones(new) 1 3. Use and Occupancy Classification Group B per Section IBC 306 Current B Group SF 3,500 at Proposed B Group SF 3,500 at 4. Special Requirements based upon Use and Occupancy NIA 5. General Building Heights and Areas Basic allowable Area per story per IBC Table 503 B = 9,000 SF (based upon Type V -B construction) No Area Increases are being proposed. _ H M \VIw e.aSt.T'�l "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in e0ed at Fire time of submittal. Reasonable What was exercised in checking for Code compliance. The stamping of MORE documents shall not be construed to be a Permit for, or an approval of any violation of state and/or local rupees, ordinances Or amendments therem. Plan Reviewer NMI Date D9/D21mn ■ Sheet List 07/26/21 Sheet Number 6. Type of Construction Sheet Issue Date A200 Type V -B 07/26/21 ® NEW FLOOR PLAN 07/26/21 A300 Fire Resistance Rating Requirements, 07/26/21 S100 Structural Fame 0 HR 5200 Bearing Walls Exterior 0HR M-1 Bearing Walls Intenor 0 HR M-2 Non Bearing Extenor Walls 0 HR M-3 Non Bearing Interior Walls 0 HR M-4 Floor Constmaw 0 HR M-5 Roof Construction 0 HR 1. ALL WALLS ARE TYPE 1 U.O.N. 2. MAX TRAVEL DISTANCE = PROPOSED +/- 70'-0" MAX TRAVEL DISTANCE = REQUIRED < 200'-0" UL DESIGN NO. U419/ WALL TYPE 1A FIRE RATING: 1 Hour STC: 48 SOUND TEST: USG -180602 SYSTEM THICKNESS: 4718' 2'-0" 2'-0' ASSEMBLY OPTIONS GYPSUM BOARD: ONE LAYER 518' THICK GYPSUM BOARD (UL TYPE SCXw) STEEL STUDS: 3.518' STEEL STUDS, EQ20 (0.0201 SPACED 24' O.C. INSULATION: 3-112' THICK GLASS FIBER BATT INSULATION GYPSUM BOARD: ONE LAYER 5/8' THICK GYPSUM BOARD (UL TYPE SCXw) NOTES: $TUD AND INSULATION SIZES ARE MINIMUM UNLESS OTHERWISE STATED IN DESIGN. FOR THE MOST UP-TO-DATE INFORMATION OR ASSEMBLY OPTIONS, REFER TO THE UL FIRE RESISTANCE DIRECTORY. REFER TO THE UL FIRE RESISTANCE DIRECTORY FOR INFORMATION REGARDING PRODUCT ORIENTATION AND FASTENING REQUIREMENTS. OCCUPANT LOADS AND EXITING OCCUPANT LOAD 15,000 GFS @ 150 OCCPIGSF (Business Areas) = 100 OCCUPANT; 100 OCCPS' .2" PER OCCP = 20" EXIT WIDTH REQUIRED 108- EXIT WIDTH PROVIDED (3 EXIT DOORS @ 36" EA) TOTAL OCCUPANT LOAD 100 OCCUPANTS FIXTURE COUNTS OCCUPANT LOAD Bar Table 2902.1 Business Areas =100 OCCUPANTS Business Areas 1 Water Closet per 25 for first 50 Men 1 per 50 = 2 W.C. req. 2 Lavatory per 40 for first 80 then 1 per 80 = 1 Lay. or 1 Drinking Fountain per 100 = 1 D. F. req. Totals 2 W.C. req. 6 vv. C. provided 2 Lay. req. 6 Lay. provided 1 D.F. req. 3 D.F. or Water Coolers Provided 1 Service Sink req. 1 Service Sink Provided Reviewed lar Zoning Compliance by the City of Wheat Mop Planning Division APPROVED // BY: W DATE: Septembe Q 2021 COMMENTS: Approved with the following conditions Revised property lines as shown in the plan set are pending approval of Case No. WS -21-04. G100 Sheet List 07/26/21 Sheet Number Sheet Name Sheet Issue Date G100 COVER 07/26/21 G101 SITE PLAN 08/20/21 A200 DEMO FLOOR PLAN 07/26/21 A201 NEW FLOOR PLAN 07/26/21 A300 ELEVATIONS 07/26/21 S100 ROOF FRAMING PLAN 07/26/21 5200 STRUCTURAL DETAILS AND NOTES 07/26/21 M-1 MECHANICAL LEGEND, SCHEDULES, DETAILS AND GENERAL INFO 07/26/21 M-2 MECHANICAL DEMO PLAN 07/26/21 M-3 MECHANICAL PLAN 07/26/21 M-4 MECHANICAL COMCHECK 07/26/21 M-5 MECHANICAL COMCHECK 07/26/21 E-1 ELECTRICAL PLANS 08/20/21 P-1 PLUMBING LEGEND, SCHEDULES, AND GENERAL INFO 07/26/21 P-2 PLUMBING DEMOLITION PLAN 07/26/21 P-3 PLUMBING PLAN 07/26/21 Kenny Davis Architects OF c0l990 * KENNETH M. DAVIS * di 203557 m �ysFD ARC�\�� n Copyright Notice: This document and the ideas and designs incorporated hand are given in confidence and shall be used only pursuant to the agreement with Kenny Davis Architects. No other use, dissemination or duplication may be made without prior written consent of Kenny Davis Architects. All common law rights of copyright are hereby specifically reserved. LL] 0 50 L LU Q ;5do ro J m0 < N D D ON meees CO NK Udo in N N L 03 o LULU act 0 0 PROJ. NO. 2021018 DRAWN: KDA CHECKED: KDA APPROVED: KDA DATE: 2021-08-20 REVISIONS @ Kenny Davis Architects COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: COVER SCALE: As indicated SHEET NUMBER G100 y I 4: (E) CURB CUT W 38TH AVE (E) CURB CUT *A610NR19e1NRNRllei V4A0III (E) CURB CUT _ Man Man ' I 2'- 0' 3'-0" 3'- 0" 2'- 0" (E) RAMP 2'- 0• /fl \ BIDE APPROACH SIDE APPROACH 1�- SIDE APPROACH UP L_ re _J _J V- Y' RUNS 1'. 8" T-0- 3' 0" 1' 8" 31 - 0' 1'-8' lwwwlllrrr_J...]]]I 11 FRONT FRONT FRONT APPROACH APPROACH APPROACH 5940 WIBTX Ave 5939 w 38TH Ave 5900 W38TH Ave I I r \ � 711F , FRONT FRONT APPROACH APPROACH 1'-60 1'-8" r r r ------------- SIDE APPROACH y f SIDEAPPROACH L J 2'-0" 2'-0" u i, FRONT APPROACH r I sa JSIDE APPROACH 71 z•-0" 14 S ,9 7.4 ON T AC ES 'BLE I I I I I I I I I I W I a I p a I I I I I I I I I Kenny Davis Architects Uyd n Copyright Notice: This document and the ideas and designs incorporated herin are given in coM'idence and shall be used only pursuant to the agreement with Kenny Davis Architects. No other use, disaeminat'on ordup'ication maybe made without prior vnitten consent of Kenny Davis Architects. All common law rights of copyright are hereby specifically reversed. PROJ. NO. 2021018 DRAWN: KDA CHECKED: KDA APPROVED: KDA DATE: 2021-08-20 REVISIONS 1i, 2021-08-20 CITY COMMENTS © Kenny Davis Architects COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: SITE PLAN SCALE: 1/8" = 1'-0" SHEET NUMBER G101 W 0 50 G W Q J 30 aU mK in N L 03 m 5W L 0 U WheayRo l0 U ry w PROJ. NO. 2021018 DRAWN: KDA CHECKED: KDA APPROVED: KDA DATE: 2021-08-20 REVISIONS 1i, 2021-08-20 CITY COMMENTS © Kenny Davis Architects COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: SITE PLAN SCALE: 1/8" = 1'-0" SHEET NUMBER G101 5999 W 38th Ave 5930 W 38th Ave 5999 W 38th Ave I I I I I I I I ------=i L ------ ��-__-------,i u ii II ii Ti w — I I I y ------�L------------------ I li l li I I I II I I �I L in — — — — _______ 11 X71 17---W-Rh FL L ILL�� II II �__IluuuL I I I II I I II I I I II NI I I I I li I I ill I II II I II II I fir � l l LLL JJ L---= — — — II II II II I II II I I I II I I II I II II II II II II II I II II II II iL--d� II II �I II it II IFS II L-- — --JI IF ----- I I I I I I I I 1 2 3 4 5 6 7 8 Kenny Davis Architects yP�r�OF c0y09y0 * KENNETH M. DAMS If ca 203557 �ysFD ARC�\�� d 2 n Copyright Notice: This document and the Ideas and designs incorporated herin are given in confidence and shall be used only pursuant to the agreement with Kenny Davis Architects. No other use, dissemination or duplication may be made without prior written consent of Kenny Davis Architects. All common law rights of copyright are hereby specifically reserved. w 0 2 w ' a J mO rn ai in N L 03 LUmK C G 0 U Wheat Ra lD U ry w BG� SSC PROJ. NO. 2021018 DRAWN: JC CHECKED: KDA APPROVED: KDA DATE: 2021-08-20 REVISIONS 10 2021-08-20 CITY COMMENTS © Kenny Davis Architects COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: DEMO FLOOR PLAN SCALE: 118" = 1'-0" SHEET NUMBER A200 WINDOW TYPE 21 ALUMINUM STOREFRONT FRAME 3/4" INSULATED GLAZING UNIT o WINDOW TYPES Level 1 100 2 7' - 0" DOOR SCHEDULE ANOD DOOR NO. DOOR TYPE LEAF HEIGHT LEAF WIDTH I DOOR FINISH DOOR MATERIAL HARDWARE TYPE Level 1 100 2 7' - 0" 3' - 0" ANOD AL STORE DOOR 102 3 T-4" 3'-4" PINT HM DEADLOCK 103 NA 8'-8" 12'-0" (E)TO REMAIN (E)TO REMAIN OVERHEAD 104 1 7'-0" 3'-0" ENT WD PUBLIC RESTROOM 105 1 7'-0" 3'-0" SNT WD STOREROOM 106 1 7'-0" 3'-0" ENT WD PUBLIC RESTROOM 200 2 7' - 0" 3' - 0" ANOD AL STORE DOOR 201 NA 8'-8" 12'-0" (E)TO REMAIN (E)TO REMAIN OVERHEAD 202 3 7'-4" 3'-4" PNT HM STOREROOM 203 3 7'-4" T-4" PINT HM DEADLOCK 204 1 7'-0" 3'-0" ENT WD PUBLIC RESTROOM 205 1 7'-0" 3'-0" ENT WD STOREROOM 206 1 7'-0" 3'-0" ENT WD PUBLIC RESTROOM 300 2 7' - 0" 31-01 ANOD AL STORE DOOR 303 NA 8' - 8" 121-011 (E) TO REMAIN (E) TO REMAIN OVERHEAD 304 3 7'-4" 3'-4" PNT HM DEADLOCK 305 NA 101-01, 13'- 6" (E) TO REMAIN (E) TO REMAIN OVERHEAD 306 11 171.0m 3'-0" SNT WD PUBLIC RESTROOM 307 11 171-0" 3'-0" SNT IWD I STOREROOM 308 11 7'-0" 3'-0" SNT IWD I PUBLIC RESTROOM moo 1 5948 W 381 Aw M30 W 3881 Aw 5900 W 381 Aw 34'- 9' 16'-10"NEW STOREFRONT 3'-33/4" 4 l -5715' (4'-5787'5]/8' 45-5]/8 4- /8" EE IN (E)OPENING O EO 16' 10 - CO Zn 21 A3oo 3 < UNIT B 21 Nip - I I I I I I a MENS A MEN B MENS C ' 2, UNITIA 2 5 1 9 UNIT C a 21 1 _ 12 A3oo m k a JAN. A t 1 /� r\ / JAN.I B r, L - I / e JAN. C I 2t 3 6 10 a 2t 5 205 30] a r a 21 rL L/L B WOMENSA WOM NS WOMENSC a 21 ® 7 11 a 21 I I I I I I Ll ❑ I I I I I I ,A 13'-63/4' ELECTRICAL V.I.F. 3 A 1A 2'-0. I I 22'-3]/8" T-8118' 12'-0" 4'-0' 3'-4' 4'-0' 3'-d' ,2'-8" T-4' id' -4" 12'-0' 9'-2" 13'-8" ]'-4" 3'-4" 3'-8' 12'-0" 2'-0' NEW OVDH DOOR NEW OVHD DOOR (E) OVHD DOOR (E) OVHD DOOR 1 2 3 4 5 6 7 8 2 O A300 ifC"31Hll Kenny Davis Architects * KENNETH M. DAMS * y 203557 ctFysFD ARC�\��ca d 2 ali n Copyright Notice: This document and the Ideas and designs incorporated herin are given in confidence and shall be used only pursuant to the agreement with Kenny Davis Architects. No other use, dissemination or duplication may be made without prior written consent of Kenny Davis Architects. All common law rights of copyright are hereby specifically reserved. J W 0 0 W Q J 3'-0" rn ai cad N L 03 LUmK m 0 U l0NNIm a U � w dg `xi^9 D�ssc DOOR TYPE 1 DOOR TYPE 2 DOOR TYPE 3 HOLLOW METAL FRAME ALUMINUM STOREFRONT FRAME HOLLOW METAL MASONRY FRAME WOOD DOOR ALUMINUM/GLASS DOOR HOLLOW METAL DOOR DOOR TYPES moo 1 5948 W 381 Aw M30 W 3881 Aw 5900 W 381 Aw 34'- 9' 16'-10"NEW STOREFRONT 3'-33/4" 4 l -5715' (4'-5787'5]/8' 45-5]/8 4- /8" EE IN (E)OPENING O EO 16' 10 - CO Zn 21 A3oo 3 < UNIT B 21 Nip - I I I I I I a MENS A MEN B MENS C ' 2, UNITIA 2 5 1 9 UNIT C a 21 1 _ 12 A3oo m k a JAN. A t 1 /� r\ / JAN.I B r, L - I / e JAN. C I 2t 3 6 10 a 2t 5 205 30] a r a 21 rL L/L B WOMENSA WOM NS WOMENSC a 21 ® 7 11 a 21 I I I I I I Ll ❑ I I I I I I ,A 13'-63/4' ELECTRICAL V.I.F. 3 A 1A 2'-0. I I 22'-3]/8" T-8118' 12'-0" 4'-0' 3'-4' 4'-0' 3'-d' ,2'-8" T-4' id' -4" 12'-0' 9'-2" 13'-8" ]'-4" 3'-4" 3'-8' 12'-0" 2'-0' NEW OVDH DOOR NEW OVHD DOOR (E) OVHD DOOR (E) OVHD DOOR 1 2 3 4 5 6 7 8 2 O A300 ifC"31Hll Kenny Davis Architects * KENNETH M. DAMS * y 203557 ctFysFD ARC�\��ca d 2 ali n Copyright Notice: This document and the Ideas and designs incorporated herin are given in confidence and shall be used only pursuant to the agreement with Kenny Davis Architects. No other use, dissemination or duplication may be made without prior written consent of Kenny Davis Architects. All common law rights of copyright are hereby specifically reserved. J W 0 0 W Q J m0 rn ai cad N L 03 LUmK m 0 U l0NNIm a U � w dg `xi^9 D�ssc PROJ. NO. 2021018 DRAWN: KDA CHECKED: KDA APPROVED: KDA DATE: 2021-08-20 REVISIONS 1i, 2021-08-20 CITY COMMENTS ©Kenny Davis ArchilecLs COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: NEW FLOOR PLAN SCALE: As indicated SHEET NUMBER A201 Cf•1QL�Il�11 2'-O- HIGH CAST ALUMINUM12'C-CHANNEL BAND ADDRESS NUMBERS ,� — (E)GREEN PAINT IFUTURE SIGNAGE AREA 4 16'-9"IN) STOREFRONT NIN ( =XTERIOR ELEVATION - NC 1/8" = 1'-0" IN n EXTERIOR ELEVATION - EAST 1/8" = 1'-0" 51' -4 - CENTERLINE OF UNIT DEMISING WALLS 34' - 9' (N) STOREFRONT 16' - 7' (N) STOREFRONT I IN (E) OPENING N(OPENING 51'-03/8" 100 16'-10"(N)STOREFRONT IN (E) OPENING 8'-7'(N) n EXTERIOR ELEVATION - WEST 1/8" = 1'-0" Kenny Davis Architects Uy2 2 n Copyright Notice: This document and the Ideas and designs incorporated herin are given in confidence and shall be used only pursuant the agreement wlih Nenny Davls Architects. No other use, dissemination or duplication may be made without Driorwritten consent of Kenny Davls Archltecls. All common law rights of copyright are hereby specifically resersed. J W 0 0 7 W Q O J > > 0 ° aU Uryin mK N L 03 LU 0 G 75 0 U O W heti l (i w �`xi^9 DO PROJ. NO. 2021018 DRAWN: KDA CHECKED: KDA APPROVED: KDA DATE: 2021-08-20 REVISIONS 10 2021-08-20 CITY COMMENTS © Kenny Davis ArchilecLs COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: ELEVATIONS SCALE: 1/8" = 1'-0" SHEET NUMBER A300 III I III I IIII I I will IIII NEW STEEL LINTEL PER inl DETAIL 101 TYPICAL IIII I I II 3-4 NEW OF DETAIL will I I cRaT MECH'L UNIT IIII 1.200 LBS —-— 0111/4"MICROI yl I — MIQROI IIII SISTER NEW MICROLLAM TWO ADJACI JI I CONSTRUCT —PER � m _I ADHESIVE AND led AT X 12" O.C. TOP AND IIII el BOTTOM STAGGERED um wl will I y I IIT�IIIf1I -4 NI I I i117d^TvTCR-6000TL_V MECH'L UNIT 200 LBS L yl I I I = MICROLAM LV I{Ihlllf�ll; I I II I III I III III I III I II I II I II I III I III III I I I I I I JL IC u I cX N WINEW STEEL LINTEL PER III m JI Lu Lu DETAIL 101 TYPICAL LII Im �i I 3 4'MTCIiDLAhiLV� i � Iy ILMECHLB5 NIT 1,200 T`I I 4 1 MICROLAMLVL co c= J III I I I u lu I i i III lu lu I I I I lu III �- mo i I I iii I I I I I ROOF FRAMING PLAN SCALE: 1/8"=1'-0" € 0 LEGEND ROOF UNE, RIDGE, HIP, VALLEY, OVERHANG BEAM AS NOTED (S) INDICATES SLOPED (D) INDICATES DROPPED - BELOW FRAMING 09 P.IWITGnT17MNTGiy1 OAIRNE9ITRIc - — JOIST FRAMING AS NOTED NEW BEARING WALL BELOW ARCHITECTURAL NON-BEARING WALL, ZZ=00 EXISTING MASONRY WALL (X) EXISTING FRAMING NOTES: 1. PROVIDE COMPLETE SND RLL UNDER BEAM AND GIRDER TRUSS BEARING, MIN. (4) 2 X 6 STUDS AT BEARING. 2. PROVIDE CONSTRUCTION ADHESIVE AND 16d AT 12' O.C. TOP AND BOTTOM STAGGERED CONNECTION OF MULTIPLE MICROLAM LVL BEAMS, EACH MICROLAM. 3. PROVIDE THE FOLLOWING HANGERS AT BEAM TO BEAM CONNECTIONS; BEAM SIZE: HANGER TYPE: (2) 11 7/8" MICROLAM LVL HWU3.56/11.88 (3) 11 7/8" MICROLAM LVL HWU5.50/11.88 3 1/2" X 11 7/8' PARALIAM HWU3.56/11.88 (3) 14' MICROLAM LVL HWU5.5/14 (2) 14' MICROLAM LVL HWU3.56/14 6 X 12 OR 6 X 10 WOOD BEAM HUC61 (ALL HANGERS TO BE SIMPSON STRONG -TIE) COORDINATE ALL DIMENSIONS WITH ARCH'L RESOLVE DISCREPANCIES PRIOR TO FABRICATION AND CONSTRUCTION Kenny Davis Architects = = C STRUCTURAL ENGINEERS 5552 E. 117th Clyde Thomto,, CO 80233-1850 430312524471 WWW.WE.COM Or 3 187 c 0 m CopyrigN Notice: This comment and the ideas and designs incorporated herrn are given in confidence and shall be used only I I I I I I II III II II I I I I I I JL IC u I cX N WINEW STEEL LINTEL PER III m JI Lu Lu DETAIL 101 TYPICAL LII Im �i I 3 4'MTCIiDLAhiLV� i � Iy ILMECHLB5 NIT 1,200 T`I I 4 1 MICROLAMLVL co c= J III I I I u lu I i i III lu lu I I I I lu III �- mo i I I iii I I I I I ROOF FRAMING PLAN SCALE: 1/8"=1'-0" € 0 LEGEND ROOF UNE, RIDGE, HIP, VALLEY, OVERHANG BEAM AS NOTED (S) INDICATES SLOPED (D) INDICATES DROPPED - BELOW FRAMING 09 P.IWITGnT17MNTGiy1 OAIRNE9ITRIc - — JOIST FRAMING AS NOTED NEW BEARING WALL BELOW ARCHITECTURAL NON-BEARING WALL, ZZ=00 EXISTING MASONRY WALL (X) EXISTING FRAMING NOTES: 1. PROVIDE COMPLETE SND RLL UNDER BEAM AND GIRDER TRUSS BEARING, MIN. (4) 2 X 6 STUDS AT BEARING. 2. PROVIDE CONSTRUCTION ADHESIVE AND 16d AT 12' O.C. TOP AND BOTTOM STAGGERED CONNECTION OF MULTIPLE MICROLAM LVL BEAMS, EACH MICROLAM. 3. PROVIDE THE FOLLOWING HANGERS AT BEAM TO BEAM CONNECTIONS; BEAM SIZE: HANGER TYPE: (2) 11 7/8" MICROLAM LVL HWU3.56/11.88 (3) 11 7/8" MICROLAM LVL HWU5.50/11.88 3 1/2" X 11 7/8' PARALIAM HWU3.56/11.88 (3) 14' MICROLAM LVL HWU5.5/14 (2) 14' MICROLAM LVL HWU3.56/14 6 X 12 OR 6 X 10 WOOD BEAM HUC61 (ALL HANGERS TO BE SIMPSON STRONG -TIE) COORDINATE ALL DIMENSIONS WITH ARCH'L RESOLVE DISCREPANCIES PRIOR TO FABRICATION AND CONSTRUCTION Kenny Davis Architects = = C STRUCTURAL ENGINEERS 5552 E. 117th Clyde Thomto,, CO 80233-1850 430312524471 WWW.WE.COM Or 3 187 c 0 m CopyrigN Notice: This comment and the ideas and designs incorporated herrn are given in confidence and shall be used only pursuant to the agreement Wm Kenny Davis Ambiteds. DATE: No other use, dissemination or duplication may be made without prior written consent of Kenny Davis AmhIm*. All common levy rights of copyright are hereby spedfially reserved. W O W J so t O m U Q a W 2 O UM10 WHea/R6 V � w c Gydg9 �s5 PROJ. N0. 2021-111 DRAWN: JJS CHECKED: JJS APPROVED:JJS DATE: 2021-07-23 REVISIONS © Kenny Davis AmItheOLs COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: ROOF FRAMING PLAN SCALE: ASNOTED SHEET NUMBER S100 GENERAL STRUCTURAL NOTES BUILDING CODE: 2018 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS ROOF LIVE LOAD = 30 PSF (SNOW). ROOF DEAD LOAD = 15 PSF. WIND LOAD = 135 MPH WIND SPEED, EXPOSURE B. SEISMIC DESIGN CATEGORY B. FOUNDATIONS: ALL EXISTING STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL BE ASTM A36 (Fy = 36 KSD. ALL PIPE STEEL SHALL BE ASTM A501 (Fy = 36 KSI) OR ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI). ALL WIDE FLANGE STEEL SHALL BE ASTM A992 (Fy = 50 KSI). ALL BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL CONSTRUCTION PER LATEST AISC HANDBOOK. ALL EXPANSION AND ADHESIVE BOLTS TO HAVE I.C.B.O. RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL WASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY STANDARDS. MASONRY: HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, TYPE 1, F'm = 1,500 PSI, RUNNING BOND, MORTAR TYPE S. 1,800 PSI. GROUT 2,000 PSI. MECHANICALLY VIBRATE GROUT IMMEDIATELY AFTER POURING. MAXIMUM GROUT LIFT SHALL BE 4'-0". FILL CELLS SOLIDLY NTH GROUT IN LIFTS AND STOP POURS 1 1/2- BELOW TOP OF A COURSE TO FORM A KEY AT POUR POINTS. ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOUR. WOOD: SAWN LUMBER: FRAMING LUMBER SHALL COMPLY NTH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL RENEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON HIS REVIEW. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANYTIME BEFORE OR AFTER SHOP DRAWING RENEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER OR ARCHITECT ARE NOT TO BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTNG AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBIUTY FOR CORRECTNESS SHALL REST NTH THE CONTRACTOR. GENERAL THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRANNGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR RENEW, SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF COLORADO. ELEVATION SECTION MASONRY WALL (2) 3 1/2' X 3 1/2" X 1/4� STEEL ANGLE LINTEL MASONRY WALL SOLD GROUT MIN B" ABOVE STEEL UNTEL NEW DOUBLE ANGLE LINTEL MASONRY WALL OPENING X 4" X 1/4" STEEL SHELF ANGLE DOUBLE BLOCKING TO MATCH BEAM SIZE NEW WOOD BEAM Fb Fv E Fc WOOD PSI PSI PSI PSI TYPE JOISTS: J 0 N W 2 X 4 2 X 6 OR LARGER 675 (REP) 95 1,500,000 925 D.F. STND 1,450 REP 95 1,700,000 N/A D.F. #2 BEAMS: Q a o K WIDTH 4" OR LESS WIDTH GREATER 1,500 (SING) 95 1,800,000 N/A D.F. #1 THAN 4" V w c `�D 11Mss 9 1,300 SING 85 1,600,000 N/A D.F. #1 LEDGERS AND TOP PLATES: 1.250 (SING) 95 1,700,000 N/A D.F. #2 STUDS: 2 X4 2 X 6 OR LARGER 675 ( REP 95 1,500,000 925 D.F. STND 1,450 REP 95 1,700,000 1,050 D.F. #2 POSTS: 4 X 4 4 X 6 OR LARGER 1,450 SING 95 1,700,000 1,000 D.F. 2 M 6 % 6 OR LARGER 1.250 SING 95 1,700,000 1,050 D.F. #2 1,200 SING 85 1,600,000 1,000 D.F. $1 SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL RENEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON HIS REVIEW. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANYTIME BEFORE OR AFTER SHOP DRAWING RENEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER OR ARCHITECT ARE NOT TO BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTNG AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBIUTY FOR CORRECTNESS SHALL REST NTH THE CONTRACTOR. GENERAL THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRANNGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR RENEW, SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF COLORADO. ELEVATION SECTION MASONRY WALL (2) 3 1/2' X 3 1/2" X 1/4� STEEL ANGLE LINTEL MASONRY WALL SOLD GROUT MIN B" ABOVE STEEL UNTEL NEW DOUBLE ANGLE LINTEL MASONRY WALL OPENING X 4" X 1/4" STEEL SHELF ANGLE DOUBLE BLOCKING TO MATCH BEAM SIZE NEW WOOD BEAM NO SCALE AND HANG NTH SIMPSON LOS HANGER TYPIAL NEW W NEW WOOD BEAM NOTE: VERIFY OPENING SIZE NTH MECH'L ZU21—ITT Kenny Davis Architects STRUCTURAL ENGINEERS 5552 E. 117th Llmle Thomtoa CO 6025517850 (303) 252M71 WYWW.S3E.00M i; S 9TE S��i9 1B7 ,m, is 0 ur m e Copyright Notice: This document and the Ideas and cesgns incorporated herin are given in confidence and shall bB used only pursuant to the agreement with Kenny Davis Architects. No other use, dissemination or duplication maybe made without prior written consent of Kenny Davis Amhtects. All common law rights of copyright are hereby spectreally — — J 0 N W 5O L W J N muco =0 NO SCALE AND HANG NTH SIMPSON LOS HANGER TYPIAL NEW W NEW WOOD BEAM NOTE: VERIFY OPENING SIZE NTH MECH'L ZU21—ITT Kenny Davis Architects STRUCTURAL ENGINEERS 5552 E. 117th Llmle Thomtoa CO 6025517850 (303) 252M71 WYWW.S3E.00M i; S 9TE S��i9 1B7 ,m, is 0 ur m e Copyright Notice: This document and the Ideas and cesgns incorporated herin are given in confidence and shall bB used only pursuant to the agreement with Kenny Davis Architects. No other use, dissemination or duplication maybe made without prior written consent of Kenny Davis Amhtects. All common law rights of copyright are hereby spectreally reserved. J W 12 5O L W J N muco =0 M U Q a o K 5W L 0 Ul o W ear qo V w c `�D 11Mss 9 PROJ. N0. 2021-111 DRAWN: AS CHECKED: AS APPROVED:JJS DATE: 2021-07-23 REVISIONS © Kenny Davis Architects COMMERCIAL REMODEL ISSUED 100% CDs SHEET TITLE: STRUCTURAL DETAILS AND NOTES SCALE: AS NOTED SHEET NUMBER S200 `m a� cP PON 01- -HU a D: S CL M O Ul 3u ox ul 16 ED MECHANICAL GENERAL NOTES 1. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS DESIGN, THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR AS TO SPACE REQUIREMENTS. EQUIPMENT DIMENSIONS AND PERFORMANCE. 2. (E) INDICATES EXISTING, (N) INDICATES NEW MATERIAL, (F) INDICATES FUTURE, (R) INDICATES RELOCATED. 3. B INDICATES POINT OF CONNECTION OF NEW TO EXISTING. 4. COORDINATE ALL DIFFUSER AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS. S. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHR DRAWINGS. WHERE ALTERNATE ROUTING. OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF ALL WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 6. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST COORDINATING ALL DOWNTIME WITH OWNER'S PERSONNEL. 7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY DIRECTED OTHERWISE. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR HIS WORK AND /OR CORE DRILL REQUIREMENTS. 9. CONTRACTOR SHALL CLOSELY COORDINATE NEW MECHANICAL WITH ALL NEW AND EXISTING MECHANICAL. ELECTRICAL, ARCHITECTURAL AND STRUCTURAL MEMBERS, 10. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF MECHANICAL EQUIPMENT WITH STRUCTURAL ENGINEER PRIOR TO SETTING EQUIPMENT, 11, CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO SUBMITTING A BID. NO ADDITIONAL COST WILL BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING MECHANICAL CONDITIONS. 12. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT VERSION OF INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE, INTERNATIONAL MECHANICAL CODE. AND INTERNATIONAL PLUMBING CODE: INCLUDING LOCAL AMENDMENTS. 13. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT SCHEDULES TO THE ENGINEER AND OWNER FOR REVIEW PRIOR TO THE ORDER. PURCHASE OR INSTALLATION OF THESE SAME ITEMS. CONTRACTOR AGREES TO PAY FOR ANY REQUIRED MODIFICATIONS DUE TO FAILURE TO PROVIDE SUBMITTALS PRIOR TO TUE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. 14. CONVENTIONS USED IN THE PRESENTATION OF THE CONTRACT DOCUMENTS: A. CFM IS AT ALTITUDE OF PROJECT, B. STATIC PRESSURES AND AIR PRESSURE DROPS ARE AT ALTITUDE OF PROJECT. C. HEATING AND COOLING CAPACITIES ARE AT ALTITUDE OF PROJECT. D. HORSEPOWERS ARE CORRECTED FOR ALTITUDE. E. NATURAL GAS INPUTS ARE AT SEA LEVEL. 15. ALL EXISTING EQUIPMENT TO BE REMOVED SHALL HAVE ALL RELATED HOUSEKEEPING PADS, PIPING, CONTROLS, GAUGES, ELECTRICAL SERVICE, HANGERS, SUPPORTS AND ANY MISCELLANEOUS RELATED SERVICE OR PARTS REMOVED COMPLETELY. 16. CONTRACTOR SHALL USE SMACNA STANDARDS FOR LOW PRESSURE DUCT CONSTRUCTION - SEAL CLASS "B". 17, ALL DUCT DIMENSIONS ARE OUTSIDE DIMENSIONS. WHERE DUCT LINER IS USED. THE THICKNESS OF THE LINER TO MAINTAIN THE CLEAR INSIDE DIMENSION HAS BEEN INCLUDED. ALL RECTANGULAR SUPPLY AND RETURN DUCTWORK SHALL BE LINED WITH MINIMUM 1.5" THICK - 2.75 LB/CU. FT, DENSITY LINER (MIN. R -VALUE 6). ALL RIGID OUTSIDE AIR AND RIGID ROUND SUPPLY AND RETURN DUCTWORK SHALL BE WRAPPED WITH MINIMUM 2" THICK -1.0 LB/CU. FT DENSITY DUCTWRAP WITH VAPOR BARRIER (MIN. R -VALUE 6). LOW PRESSURE ROUND FLEXIBLE DUCT TO BE 144" THICK INSULATED AND A MAXIMUM OF 6 FT. LONG WITH VAPOR BARRIER. SUPPLY AIR DUCTWORK LOCATED WITHIN THE CONDITIONED SPACE IS NOT REQUIRED TO BE INSULATED UNLESS NOTED OTHERWISE. NEW RECTANGULAR SUPPLY AND RETURN DUCTWORK N RDF SHALL BE LINED WITH MINIMUM 4" THICK - 0.75 LB/CU. FT. DENSITY LINER (MIN, R -VALUE 12). 18. SPIN -IN FITTINGS TO DIFFUSERS SHALL BE CONICAL TYPE (EXCEPT LOCATIONS WHERE LISTED DUCT HEIGHT DOES NOT ACCOMMODATE). SPIN -IN FITTINGS TO DIFFUSERS SHALL INCLUDE AN INTEGRAL MANUAL VOLUME DAMPER, 19. ALL OPENINGS FROM EXHAUST DUCTS, EXHAUST FANS, GRAVITY RDF VENTS, INTAKE LOUVERS AND GOOSENECKS SHALL BE A MINIMUM OF 18" ABOVE THE TOR OF THE FINISHED ROOFING SURFACE. 20. MOUNT THERMOSTAT AT 42" ON CENTER ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. ADA REQUIREMENT. 21, GUARANTEE -CONTRACTOR SHALL REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS, EXCEPT FOR NORMAL WEAR, WITHIN ONE (1) YEAR AFTER CERTIFICATE OF COMPLETION IS SECURED. 22, 0 & M MANUALS -PROVIDE 0 & M MANUALS TO THE ARCHITECT FOR APPROVAL TWO (2) WEEKS BEFORE FINAL PUNCH LIST IS SCHEDULED. 23. TESTING, ADJUSTING AND BALANCING -TOTAL SYSTEM BALANCE SHALL BE PERFORMED IN ACCORDANCE WITH NEBB PROCEDURAL. STANDARDS FOR TESTING. BALANCING AND ADJUSTING OF ENVIRONMENTAL SYSTEMS. SUBMIT TEST REPORTS FOR TESTING, ADJUSTING AND BALANCING. 24, COORDINATE ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 25. ALL MATERIALS AND EQUIPMENT LOCATED IN AIR PLENUMS SHALL BE RATED FOR PLENUM APPLICATION, 26. ADA ACCESSIBLE PRODUCTS SHALL CONFORM TO ADA AND ANSI STANDARDS. MECHANICAL LEGEND ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT UNIT SCHEDULE (GAS-FIRED/DX) DUCTWORK MFR. ROUTINE TAW RECTµwLARR 90' CONICAL rNRIN{ E RADIUS ELBOW. 1 DIAMETER L NAMED ELBOW ROUND W CONICAL TAKEOFF f CFM O FROM RECTANGULAR DRUNK CFM FLEXIBLE DUCT IMASWAL `KIUME DAMPER DISCHARGE RDIM DUCT DOWN ROUND M YIN -IN TAKEOFF FROM RECTANGULAR DRUNK FAN ROUND DUCT w WMANUANSIMON F DAMPER DUCT 08 MAX, GAS MCA NDRIC EER REIWM dlCr pONry OUCi MAHyTg1 DUCTCONCTRANSOM REMARKS W.C. O S.L. ECOTRIC MODEL NO, RETURN DUCT w I TYPE MIN. IDE TAKEOFF SITE REGISTER AT INPUT V/PH BHP !EXHAUST DUCT DO'MI PRESSURE PRESSURE (RA) 1 TAK IAKFOFf BOTTOM (Vez) EXHwEr oucr TAP AT DIFFUSER IZ II ! SUPPLY DUCT UP SIDE TAME WF Fn AI SUPPLY DUCT oorM AT DIFFUSER OI PROVIDE WITH INTEGRAL RETURN OR EXHAUST ~ Y ROW - SUPPLY O3 ISPSTEW%ft E MR BOER - REPAIR 75 MOUNTING ENCLOSURE. LW EXHAUST ® SUPPLY MR DIFFUSER L_- MANUK KIWE DAMPER i` W ROUND CONNECTION (LBS) 15 MISCELLANEOUS CARRIER Ppxr OF CONNECTION 7.5 e NEW r0 EXISTING CMS LIGHT LME WEIGHT FEW VERTICAL 224 Ni, PIPING, 1.07 HATCHING INDICATES SYMBOL SYMBOLS TEKP.NG 14 EXISTING 10 RE BEMOANED ME•,P []" INDICATES EXISTING BOR NEW WNR: 1 < N r(i EX6TING r0 BE REYO>ED AS .1, SIOPM AS DAIM SHOWN a8HCFDO8 ABBREVIATIONS AFF ASONE FINISHED FLOOR w OUTSIDE MR AP ACCESS PANEL RA RETURN AIR DIA. D DIAMETER SA SUPPLY NR EA EXHAUST MR rW TYPICAL MA MIXED MR (N) NEW MD MOTORIZED DAMPER (E) EXISTING III MANUAL MUME DAMPER (R) RELOCATED NIC HOP IN CONTRACT 15 PROVIDE SPLASH BLOCK OR ADDITIONAL LAYER OF ROOF MATERIAL ROOF ROOFTOP AIR HANDLING UNIT CONDENSATE TO ROOF CABINET HEATER ROOFTOP AIR HANDLING UNIT SCHEDULE (GAS-FIRED/DX) PLAN MFR. MODEL PLAN CFM MANUFACTURER/ PLAN MANUFACTURER/ CFM O NOMINAL CFM O.A. E.S.P. DISCHARGE HEAT ELECT. FAN DRIVE MIN. GAS MAX, GAS MCA MOCP EER MIN. APPROX. REMARKS W.C. O S.L. CODE MODEL NO, ].2 TONNAGE TYPE MIN. IN. W.C. INPUT V/PH BHP TYPE PRESSURE PRESSURE (RA) (Vez) THERM. WEIGHT REMARK NOTES: O U V (LBS) OI PROVIDE WITH INTEGRAL (R) O ALT. O3 (MBH) CENT 75 MOUNTING ENCLOSURE. (IN. W.C.) (IN. W.C.) DIRECT RTU -1,2 i` EFF. (LBS) 15 RTU -1,2.3.5.6 CARRIER 120 7.5 3000 15 0.50 VERTICAL 224 208/3 1.07 BELT 4.5 14 41 50 BOR 1400 OOO a8HCFDO8 W RTU -3,4 UNNIIT 5000 5 25 5 125 0.06 300 REMARK NOTES: 0.8 138EEER 810 0@_ RTU -4 CARRIER FROM STRUCTURE ON VIBRATION ISOLATORS. INTERLOCK 6 2400 15 0.50 VERTICAL 150 208/3 1.01 BELT 4.5 14 31 45 2 EER. 16 BOR 1200 Oi Oz O Q OR EQUAL BY GREENHECK, ACME ENGINEERING & MANUFACTURING a8HCFDO7 INC.. PENN VENTILATOR CO. 485 900 Ot O EER REMARK OPR 0 NOTES - S: V,UNIT NTH MINIMUM 19" HIGH R FUR (LEVEL REQUIRED),TA HEATING. TA CIN HAI AR TRA W AK ECONOMIZER INCLUDING FAULTDETECTION AND TI (FDD),2" T.A. FILTER(S), UNPOWERED CONVENIENCEOUTLET, 33CONNEECTSTAT PROGRAMMABLE THERMOSTAT. DUCT SMOKE DETECTOR IN RETURN DT, LIAN 2SPEEDNDOOR FAN MOTOR CONTROLLEDBy VPD. O COORDINATE FINAL LOCATION IN FIELD PRIOR TO SETTING EQUIPMENT R FABRICATION OF ANY DUCTWORK. (DOR EQUAL BY TRANS, YORK. PROVIDE SPLASH BLOCK OR ADDITIONAL LAYER OF ROOF MATERIAL ROOF ROOFTOP AIR HANDLING UNIT CONDENSATE TO ROOF CABINET HEATER FAN SCHEDULE O.A. VENTILATION PLAN MFR. MODEL PLAN CFM MANUFACTURER/ SYSTEM FAN CFM O AMPS S.P. IN FAN DRIVE HP TOTAL O.A. DAMPER ELECT. APPROX. REMARKS CODE DESCRIPTION MODEL NO. FRC4024 TYPE ALT. 100 W.C. O S.L. RPM TYPE ].2 208 TYPE V/PH WEIGHT (AZ) CA (RP) (RA) (Vez) (APPROX.) (VOI REMARK NOTES: O U V (LBS) OI PROVIDE WITH INTEGRAL EF -1 THRU 9 O3 EXHAUST CENT 75 MOUNTING ENCLOSURE. 0.375 730 DIRECT RTU -1,2 i` BDD 120/1 15 O OTE OS 120 0.06 yACM E5 413 0.8 516 900 (D(D WATTS x V W RTU -3,4 UNNIIT 5000 5 25 5 125 0.06 300 REMARK NOTES: 0.8 531 810 0@_ O1 SUPPORT FROM STRUCTURE ON VIBRATION ISOLATORS. INTERLOCK WITH SEPARATE WALL SWITCH. INTERLOCK BY E.C. COORDINATE REQUIREMENTS WITH E.C. PROVIDE WITH SPEED CONTROL SWITCH AND MANUFACTURER'S GRILLE. O PROVIDE 6"0 EXHAUST DUCT AND CONNECT TO 8"0 EXHAUST DUCT THRU ROOF AT 45 DEGREE UPWARD. 4552 5 23 5 Q OR EQUAL BY GREENHECK, ACME ENGINEERING & MANUFACTURING CORP., LOREN COOK CO., JENN INDUSTRIES. INC.. PENN VENTILATOR CO. 485 900 PROVIDE SPLASH BLOCK OR ADDITIONAL LAYER OF ROOF MATERIAL ROOF ROOFTOP AIR HANDLING UNIT CONDENSATE TO ROOF CABINET HEATER SCHEDULE (ELECTRIC) O.A. VENTILATION PLAN MFR. MODEL CONFIGURATION CFM STEPS WATTS ELECTRICAL REMARKS AMPS VOLT JJHECUH-1 CODE CFM TOTAL O.A. DIST, O S.L. OUTSIDE AIR REMARKS UNIT DESCRIPTION BERKO FRC4024 PEOPLE SURFACEBINET 100 1 (RAXAZ) 1500 ].2 208 PROVIDED OI OTE OS O CO (AZ) CA (RP) (RA) (Vez) co (VOI REMARK NOTES: O U V OI PROVIDE WITH INTEGRAL THERMOSTAT. O3 PROVIDE INTEGRAL POWER DISCONNECT, O2 PROVIDE WITH SURFACE MOUNTING ENCLOSURE. O OR EQUAL BY TRANE, MARKEL, 0 MARK, SINGER, BRASCH. PROVIDE SPLASH BLOCK OR ADDITIONAL LAYER OF ROOF MATERIAL ROOF ROOFTOP AIR HANDLING UNIT CONDENSATE TO ROOF WATERSEAL GASKETING MATERIAL BY MFR. (TYP.) FLASHING INSTALL ROOF CURB LEVEL AND PLUMB L DUCT PENETRATION HIGH DENSITY INSULATION SPACE NOTE slzE. ROOF CURB AND FLASHING SHALL BE INSTALLED PER THE NATIONAL ROOFING CONTRACTORS ASSOCIATION RECOMMENDATIONS AND DETAILS. ROOF MOUNTED AHU DETAIL NOT TO SCALE SUPPLY/RETURN DUCT (OPEN) INTO BELOW STRUCTURE. SEE PLANS FOR MECHANICAL DRAWING LIST: M-1 MECHANICAL LEGEND, SCHEDULES, DETAILS, AND GENERAL INFORMATION M-2 MECHANICAL DEMOLITION PLAN M-3 MECHANICAL PLAN M-4 MECHANICAL COMCHECK M-5 MECHANICAL COMCHECK 11721006 �J LtiJ O.A. VENTILATION CALCULATION G RTU ROOM AREA NO. OF NO. OF CFM / CFM CFM / CFM TOTAL O.A. DIST, TOTAL O.A. OUTSIDE AIR REMARKS UNIT DESCRIPTION (S.F.) PEOPLE / PEOPLE PERSON (RPxPZ) SO. FT, (RAXAZ) CFM REDID EFFECT. CFM REDID PROVIDED CO (AZ) 1000 SF (RP) (RA) (Vez) co (VOI (CFM) O U V (PZ) x U y N co RTU -1,2 i` UNNIIT 4885 5 24 5 120 0.06 293 413 0.8 516 900 (D(D x V W RTU -3,4 UNNIIT 5000 5 25 5 125 0.06 300 425 0.8 531 810 0@_ RTU-5,6 UNIT 4552 5 23 5 115 0.06 273 388 0.8 485 900 Ot O REMARK O1 PEOPLE NOTES: LOAD AND VENTILATION REQUIREMENTS BASED ON IMC CHAPTER 4. IFFIFFIFFIFFM O DESIGN COMPLIES, WATERSEAL GASKETING MATERIAL BY MFR. (TYP.) FLASHING INSTALL ROOF CURB LEVEL AND PLUMB L DUCT PENETRATION HIGH DENSITY INSULATION SPACE NOTE slzE. ROOF CURB AND FLASHING SHALL BE INSTALLED PER THE NATIONAL ROOFING CONTRACTORS ASSOCIATION RECOMMENDATIONS AND DETAILS. ROOF MOUNTED AHU DETAIL NOT TO SCALE SUPPLY/RETURN DUCT (OPEN) INTO BELOW STRUCTURE. SEE PLANS FOR MECHANICAL DRAWING LIST: M-1 MECHANICAL LEGEND, SCHEDULES, DETAILS, AND GENERAL INFORMATION M-2 MECHANICAL DEMOLITION PLAN M-3 MECHANICAL PLAN M-4 MECHANICAL COMCHECK M-5 MECHANICAL COMCHECK 11721006 �J LtiJ �� G C g (�5 w NLLI :z Q 05 a 0 NU LL 00 Z0 °' TT 'N G N O o O 3 ? zx�� CO O co Z O U V b x U y N co x i` AI O w x V W AI I� 44. �ooQppO AEG/sl <' F``ssroNniE�'v� 07/09/21 GMiER6xIPOF COCUMEM6: amER WORK PRODUCT OF miawEELL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTS E FDR TH E PRORCP ONLY ANDS NIL REMAIN THE COMPLETED OP NOT THE OP MY OP THE INSTRUMENTS OF SPIRUICE OF MICHAEL E. HARMEY P.E., LUC EY THE OWNER OF EXIEMBONS OF THIS FRI WITHOUT WRITTEN PERMISSION OF MICHAEL E. HAI P.E.. LLC SHALL BE AT THE TANNERY RICK AND THE CANNER AVIDES TO DEFEND. M ESS MI Y, HARYED HOLD EC FROM ALL CLAIMS, DAMAGES, AND EXPENUNTRZESP TNG CUT OF AUHOIEDTWOF MOROF SERACE BY THE EH BY OFFSETS ACTING THROUGH M-1 MECHANICAL LEGEND, SCHEDULES. DETAILS, AND GERNERAL INFORMATION LtiJ �� G C g (�5 NLLI Q 05 a 0 NU LL 00 W °' TT 'N G N O o O 3 U Lo M-1 MECHANICAL LEGEND, SCHEDULES. DETAILS, AND GERNERAL INFORMATION Iti QDW 3 Loo AJ II i I p ii it -� eoo�xjIi _I _ II*xxxxxXXXX / I u, ;II II \ Lj rte) I > 11 I II -1L__ IF- � 3 II I�---�, II -------------------- i� 11 Fj L� xL I I I I I I 0 \ i II II II II II II II II II I I II II I L - II -� I I I I I I I I I I r I I 1 I I 2 I I 3 I I 4 0 NF.J I-1 I I I I I I I I II I I I I I II I I I I I I I I I II I FF —j r r_,�,TRy;Iy�'4 L_� L ------ g R R 0 NF.J I-1 � W c 5 Il. - J I 7 __A I it IILIJ I I 6 3T v II I I I _IN � IF — J — --- IF --_- 11 IIIIIIIIII IN I II Lluuil� II �i�rtnrll 11 IIIIIIIIII II �_JJiuuiJ I I I II I I I I I I I I II I I I I (LSI I _I I L I I I I I I I I II I I I I I I I I I II I I I II COY IF T IF I �I F J I Gil �� II CVIr — — — — — — — a ------------ I I I I I I 6 7 8 /.\MECHANICAL DEMOLITION PLAN SCALE: 1/8" = 1'-0" O GENERAL NOTES: 1. REMOVE (E)MECHANICAL SYSTEMS UNLESS NOTED OTHERWISE. VERIFY IN FIELD. WORK NOTES: < REMOVE (E)FURNACE, ASSOCIATED DUCTWORK, GRD -S, FLUE AND CONTROLS. VERIFY IN FIELD. O REMOVE (E)FLUE FROM (E)GAS-FIRED WATER HEATER BEING REMOVED. O REMOVE (E)THERMOSTAT. OO REMOVE (E)EXHAUST FAN, ASSOCIATED DUCTWORK AND CONTROLS, O REMOVE (E)DUCTWORK, GRD'S. FLUE AND CONTROLS FROM PREVIOUSLY REMOVED FURNACE. VERIFY IN FIELD. O6 REMOVE (E)CLOTHES DRYER VENT. 11721006 \N heal a1 NF.J I-1 � W c W LuLu :z CANI W U a o -c 00 LuLu °' m y Z d (Y 0a)oa) O U Lo ? zxo� W E• tom b U N x z N U nn y x t Gz] a U s. It o_ d xcq x V � w oQppO AEG/sl 'K'>< r 105 ., h� �F •.........:. sssroNAL 07/09/21 GMiER6xIPOF COCGMEM6: OTHER WORK PRODUCT OF MICHAEL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTSOIEFORTHIS PROXECT ONLY AND SHALL REMAIN THE PROPERTY OF MICHAEL E RATIFY P E LUD WHETHER FRUIECT IS CCMPLETFD OR NOT. HUSEEOF MY OF THE INSTRUMENTS OF SERVICOF WICHAEL F. HMVEY P.E., LDC BY THE OWNER OF EXIEN6KN60F THIS PROJECT WRHOUT WRITTEN PERNISSION OF MICHAEL F. HARDLY P.E.. LLC SHALL NE AT THE OWNERNF RISK AND THE OWNER AGREES TO DEFEND. INN IFY HARMUESS MICWEEL E. HAARVEO XOLOEC EXPENATNFPRSING T OFUNUNCEDI�OF MICHAEL E. HARVEY P.E.. LLD H�UMEWTS OF SERACE BY THE ER OR BYO MS ACHNG THROUGH THE .J, \N heal NF.J CS5S,,. c LuLu .j Q CANI W U a o -c 00 LuLu °' m y C d (Y 0a)oa) O U Lo M=2 MECHANICAL DEMOLITION PLAN A M3 00 NCON NI MO 30 zj LOU v IaXDO _5L� MCL O DO O 3L� OO= DO I I I I I I I I --— ——� i I i I I i I j I j iI T 1 1 1 UNLIT B 1 1 0 RTU -1 RTU -3 RTU -5 FT__� 32x18 FT_p_�� 32x18 �T_p �� 32x78 1 40x16 1 40x16 1 40z11 MENS A MENS 2 MENS C 5 9 UNIT UNIT 2 EF14 EF -7 JAN. A EF_ 7 S ;L S JAN. B S JAN. C 10 3 EF 2 2S - 2 - i 2 �6 IIEF-3 1 R 32x18 F- R��32x18 EFS IRIU 6 32x18 1--� $ D ¢ S LT- S--, 1 I I® 1 I II _L{1 I �LJ I Ljl I - 40x16 WOMENS A WOMEN , - - - - - 40x16 � - - - WOMENSC 40x16 I , - - - 4 I I I I I I 17 ° ECUH-1 ELECTRICAL 111 O I I I I I I I I 1 2 3 4 5 6 7 8 e1 /.\MECHANICAL PLAN SCALE: 1/8" = 1'-0" WORK NOTES Oi PROVIDE THERMOSTAT AND COIL 75 FT. OF THERMOSTAT CONTROL WIRING AND HANG FROM STRUCTURE. O CONNECT 6"0 EXHUAUST DUCT (TW.3) AT 45 DEGREE UPWARD CONNECTION TO 800 EXHAUST DUCT UP THRU ROOF WITH ROOFCAP WITH BIRDSCREEN. OFFSET CONNECTIONS AS REQUIRED. 11721006 a� w :z w � Z 'rI Z�"O...I V CO O co z b U N x U rnn y N x i` O 7 N xU � w oQppO AEG/sl r a} � ssSroNAIL 07/09/21 �wuHIP- tl ER WORK PRODUCT OF MICHAEL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTSOIEFORTHIS FRECT ONLY ANDN S IL WREMAIN THE LUD WHETHER FRUIECT IS COMPLETED OORR NOT. HUSEEOF MY OF THE INSTRUMENTS OF SEUACOF WCHAEL F. HMVEY P.E., LDC BY THE OWNER OF OFTENSIONS OF THIS PROJECT WRxOUT WRITT N OF MICHAEL F. HARVEY P.E.. LLC SHALL NE AT THE WNERNF RISK AND THE OWNER AGREES LD HARMMUE66MMeWETO DEFEND. ELL ,E. ,PENpLLC FROM EXPENSES INCLUDING AFTORNEYSFEES ARISINGOUEi OF UNAUTHE. HARVEY ORIZED USE OF MICHAH�UMEWTS OF SERACE BY THE EP OR SYO MS ACR STHROUGHTH .J, \N heal c f1M5 NW .j Q CA4 GO U a 00 Lu °' Tr y C d > 3 0a) U In� M=3 MECHANICAL PLAN I M� XIS a� w ep :o o% PaulF- _Hdo a re ZN EN M O mHe o acs, o= dow OEM 16 m COMcheck Software Version 4.1.1.0 *Z Mechanical Compliance Certificate project Information Energy Code'. Propel Title: Location: Clmam Zone: Prolan Type: C nmuatim Sim: 5900 West 38th Avenue Wheat Ridge, CO 80212 Mechanical Systems List 2018IECC COMMERCIAL REMODEL Colorado SprkTgs, Colorado 6b Alteration DeegmrlCaN r. Michael Harvey Michael E. Harvey, P.E., LLC 21041 saddleback Circle Pecker, CO 80138 Quantity System Type B Description 5 HVAC System I(Single Zone). Hooting: t ach -Other. Gas, Capodty= 224 kepuT No minimum effidency requir Mapplies Code": 1 such -Single Package DX Una. Capacity =SO ketol], ArLooled Cmdemer. Air Economizer Proposed Efidemy =12.00 EER. Required EaWenry: 1100 EER +12.61EER Dangerous None 1 HVAC System 2(Single Zone)'. dealing:I ach -Other, Gas, Calamity =150 Wham No minimum efidency rtyuir Mapplies Coaling :l each - Single Package DX wit. Capacity =72 Will Ar -Cooled Condemer. ur Economizer Proposed Efidemy =12.00 EER, Required Eadency: 1100 EER +12.8 JEER Fan Syslem'. None 1 HVAC System 3 pargle Zone)'. Heating:1 ach - Un6 Heater, Electlio Capedly =5 keel No minimum efidenry requirement applies Fan System: None Mechanical Compliance Statement Compliance Statement. The proposed mechanical alteration project represented in this document is consistent with the building pans, specifications, and other calculations submitted with this permit applications The pmpseed mechanical systems have been designetl to meet the 20181ECC requirements in COMcheck Version 4.1.1.0 and To comply with any applicable mandatory requirements listed in the Inspection Checklist. Date ProjectTitle: COMMERCIAL REMODEL Datafilename: C:\MEHCampanAPROIEMT O2l111721006-5900WEST38TH STICOMCHECK10627311COMCHEIX 5900 W 387H 062721.c& COMcheck Software Version 4.1.1.0 V Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly In the COMcheck software Text in the'Comments/Assumptions" cclumn is provided by the user in the COMcheck Requirements screen. For each requirement, the user cel that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. A 672 .ID Plan Review Complies] COmmenWAssumptions A Footing floundation Inspection Plans, :ElDness pR27+ [DR211 tions proioneall :nor lcanbnaNm ' Das Not Not C403,12.2ISnowllce melting system and freeze compliance whichforthamecanm with which 'plop[ observable': ❑Does Not dot far the mechanical phot Applicable [F09]a pavement temperature and outdoor systems an dequipment and I[emp Mine. future connection to ONo[Applicable documentexceptions to the tlondard wheream -]No[Observable Insulation a= R-3.5. standard ase claimed. Lad ]Not Applicable C404.5. calculations per acceptable Complies '.g eninannc standards and '. . Additional Comments/Assumptions: Semon replacement air and conditioned �DOes Not A Footing floundation Inspection Complies? Commams/Assumptlons fi Re .ID Commems/Assumptlons 6 Re .ID C403,12.2ISnowllce melting system and freeze �Complles protection systems have sensors and ❑Does Not C403.12.31 controls configured to limn service for ❑Not Observable [F09]a pavement temperature and outdoor requirements. Refer o section details. I[emp Mine. future connection to ONo[Applicable on[rals. -]No[Observable Additional Comments/Assumptions: 1 Highlmpact(Ta l( N Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Report all 06/2721 Project Title: COMMERCIAL REMODEL Report date: 06/2721 Project Title. COMMERCIAL REMODEL Page 10111 Datafilemme: C:\MEHCampany\PROfEMV021111721W6-5900WEST38TH Page 2M 11 Datafilename CIMEHCompany\PROIECTS12021111721006- 5900WEST3al STCOMCHECK10627311COMCHEIX 5900 W 3871 062721.cdt STCOMCHECKt062721WOMCHECK 5900 W 38TH 062721.cck Section replacement air and conditioned �DOes Not A Plumbing Rough -In Inspection Complies? Comments/Assumptlpas 6 Reg.lD Commems/Assumptlons 6 Re .ID C4045. Heated water supply piping conforms :]Complies C404.5.1, to pipe length and volume -]Does Not C404.5.2 requirements. Refer o section details. ]Nat Observable [per] in accordance with -]No[Observable Insulation a= R-3.5. ]Nat Observable ]Not Applicable C404.5. Heated water supply piping conforms Complies C404.5.1, to pipe length and volume :IDEAS Not C404.5.2 requirements. Refer to section details. ]No[Observeble [per] -]Does Not )Not Observable zx�� Insulation exposed to weather is -]Not Applicable C404.5. Heated wast supply piping conforms Complies C404.5.1, to pipe length and volume -]Does Not C404.5.2 requirements. Refer to section details. -]No[Observable [pL6]a radiation. Dig C403.8.1 -]Not Applicable C404,6.3 Pumps thatcirculate water between a JComplies [PL7]3 heater and storage bank have controls Does Not ODoes that limit operation from startup to :]Not Observable <= 5 minutes after end of heating -]Not Applicable Applicable cycle. C403,8.1 C404.6.3 Pumps theatclrculate water between a -]Complies [pL7]3 heater and storage tank have controls -]Does Not that limit operation from startup to :]Not Observable FI No[ Observable <= 5 minutes after end of heating Not Applicable system bhp cycle. C404.6.3 Pumps tharcirculate water between a -]Complies [PUP heater and atorege tank have controls -]Does Not -]Does Not that limit operation from startup to -]Na[Obser cable fa a system motor nameplate no or fan = 5 minutes after end of heating -]Nat Applicable w cycle. ]Not Applicable 0404 7 Demand recirculation watersystems -]Complies [pL873 have ontmis that start the pump -]Does Not 67. The Total efficiency of the fan at upon receiving a signal from the :]Not Observable action of a user of a fixture or -]Not Applicable appliance and limits the temperature of maximum total efficiency of the 'fa _]Not -]Not Applicable of the water entering the cold -water an piping to 1C4°F. C404.7 Demand recirculation watersystems -]Complies [pFay have contrds; that start the pump -]Does Not -]Does Not upon receiving a signal from the -]Not Observable the design point of operation d- 15°b action of a user of a fixmm or Applicable appliance and limits the temperature -]Not of the water entering the cold -water fa n. piping to IC4°F. C403,8.3 C404 7 Demand recirculation watersystems -]COmpdes [Pnl have controls that start the pump -]Does Not upon receiving a signal None the INot Observable :]Not Observable action of a user of a fixture or -]Not Applicable of maximum total efficiency of the appliance and limits the temperature of the water entering the cold -water : piping to 1C4°F. Systems that heat outside the building Additional Comments/Assumptions: 1 I High Impact (ter 1) M Medium Impact (Tier 2) 13 ILow Impact (Tier 31 Project Title. COMMERCIAL REMODEL Data filename CIMEH Compari ROf ECTS\2021111721006-5900 WEST 3HTH STCOMCH ECK10627211COMCHECK 5900 W 387H 06272 Lack Section replacement air and conditioned �DOes Not W A Mechanical Rough -In Inspection Complies? Commems/Assumptlons 6 Re .ID exhaust rate criteria -]Not C4022.6 I Thermally ineffective panel surfaces of Complies -z [ME41P sensible heating panels have -]Does Not in accordance with -]No[Observable Insulation a= R-3.5. ]Nat Observable W occur during Foundation Inspection. �NOC Applicable C403.4.1. C403,11.3 HVAC piping insulation insulated in :]Complies with Integral heating Include [ME61]T accordance with Table C403.11.3. -]Does Not )Not Observable zx�� Insulation exposed to weather is Observable temperatures c- 45F. Vestibule protected from damage and is _]Not -]Not Applicable heating one cooling systems provided with shielding from solar controlled by a thermostat In Me d radiation. Dig C403.8.1 HVAC fan systems at design Complies see me Mxhen..I sysemaiot far calms. [ME65P conditions do not exceed allowable -]Does Not 'ketu/h-50%>24010thi-25% ODoes fa n system motor nameplate hp or fan - ]No[ Observable ]Not I ]Not Observable system bhp Applicable Liked: Applicable C403,8.1 HVAC fan systems at design ]Complies see the Al .... I systems no ter A ked,. [ME65]s conditions do not exceed allowable '_]Does Not ONot Observable to n system motor nameplate no or fan FI No[ Observable Flit Applicable system bhp ]Not Applicable C403,8.1 HVAC fan s?stems at design Complies See the Mecham Systems list for values. [ME65]3 conditions do not exceed allowable -]Does Not fa a system motor nameplate no or fan ]Not Observable U w system bhp ]Not Applicable C403.8.3 Fanshaveefficiency grade(EEG)>= Complies [ME117]o 67. The Total efficiency of the fan at -]Does Not the tlesignpoint of operation <=15% Observable of maximum total efficiency of the 'fa _]Not -]Not Applicable an C403 8.3 Fans have efficiencygrade(EEG)>= -]Complies [ME117]t 67. The total efficiency of thefan at -]Does Not the design point of operation d- 15°b ]Not Observable of maximum total efficiency M the -]Not Applicable fa n. C403,8.3 Fans ham efficiency grade(FIG)>= -]Complies [ME117]e 67. The total efficiency of thefan at -]Does Not the design point of operation <=15°.e :]Not Observable of maximum total efficiency of the -]Not Appllca be is c C40312.1 Systems that heat outside the building -]Complies [ME71]° envelope are radiant heat systems :]Does Not controlledt a envy Asian :]Not Observable device or timer switch .]Not Applicable C403.2.3 HVAC equipment efficiency verified. -]Complies See Me MechanuauSystemalist for cassava. [ME55P -]Does Not ]Nat Observable -]Not Applicable 0403,2 2 Natural or mechanical ventilation is -]Complies [ME59]1 provided in accordance with Does Not International Mechanical Cotler :]Not Observable Chapter 4. Mechanical ventilation has capability to reduce outdoor air supply -]Not Applicable to minimum per IMC Chapter 4. C403 7.1 Demand control ventilation provided -]Complies [ME59P forspaces>500 ft? and >25 IDOes Not pevpell000 ft2 occupant density and -]Nat Observable served by systema with airside ]Not Applicable. auto modulating outside eb damperrcontrol. or design airflow : I>3,000 dm. 1 I High Impact(ter 1) M Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Report date: 062]121 Page 3 of 11 Mechanical Rough -In Inspection I Complies? Comments/Assumptions C403 7Z Enclosed parking garage ventilation :]Complies [ME115)s has automatic contaminant detection ]Does Not and capacity stage or mod fa ns Re 50% or less of design casualty. :]Not observable ot Applicable C4037.6 HVAC systems serving guestroom5 in -]Complies [ME141]a Amus R-1 buildings wl[M1> 50 -]Does Not guesboants Each guestroom is JNO[Observable provided with controls that automatically manage temperature -]Not Applicable setpoint and ventilation (see sections C403.7.6.1 and C403.7.1i C403.7.4 Exhaust alrenergy recovery on Complies [ME5771 systems meeting Table C4037.40) -]Does Not and C403.74(2). ]Not Observable -]Nat Applicable [ME116]' replacement air and conditioned �DOes Not W supply air limitations, and satisfy hood ]Not Observable w rating requirements and maximum Applicable exhaust rate criteria -]Not C403.11.1 HVAC ductsand plenums Insulated In Complies -z accordance with C403.11.1 and -]Does Not C403.112constructed in accordance with -]No[Observable [ME60P C403.11.2, verification may need to W occur during Foundation Inspection. -]Nobier Applicable C403.4.1. Heating forvestibules and air curtains �Cornplles 4 with Integral heating Include Does Not [ME63P automatic controls that shut off the )Not Observable zx�� beating system when outdoor air O temperatures c- 45F. Vestibule ❑No[Applicable V heating one cooling systems controlled by a thermostat In Me d vestibule with heating setpoint <= Dig 6OF and cooling setpoint>= SOF. O C403.2.3 Hot gas bypass limited to: <=240 ElComplies roUcv) [ME35]1 'ketu/h-50%>24010thi-25% ODoes Not I ]Not Observable Liked: Applicable C403.33 Hotgas bypass limited to: <=240 Ocomplies [ME35]' kBtu/b-50%>240 kBtu/b-25°b ElDOes Not 0. ONot Observable cD O a Flit Applicable Ui INot Observable -]Not Applicable C403.5. Refrigerated display cases, walk in ]Complies C4035.1, coplers or walk-in freezers served by IDoes Not C403.5] remote compressors and remote INotObservable [M i condensers not located in a ]Not A bier condensing unit have fan-powod ppica condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with 04035.2.. Additional Comments/Assumptions, Reportdate: 0627121 Project Til COMMERCIAL REMODEL Reportdate: 06R7121 Project Title. COMMERCIAL REMODEL Reportdate: 06R7121 Page 4of 11 Data filename CIMEH Compari ROI ECT512021111721006 -5900 WEST aHH Page Sof 11 Data file no me: CIMEHCompany\PROIECT512021111721006- 5900WEST3HTH Page hof 11 STCOMCHECK10627211COMCHECK 5900 W 387H 062721.cck STCOMCHECK10627211COMCHECK 5900 W 38TH 062721.cck 11721006 �ooQppO AEG/sl <} 9pF. `sSroNAL 07/09/21 GM@RSeIPOFDOGOMEm6: ALL DRAWINGS. SPECIROAFFOINS AND OTHER WUitt PRODUCT OF MICHAEL E, LLC FOR THIS PROJECT ARE INSTRIUMENTS WECF ONLY ANDN S andI WL REWIN THE Let WHETHER TPROJECT S CWPLETEO OR NOT. HE OF MY OF THE INSTWMENTS OF wable OF MICHAEL E. HARMEY RE., Lec MY THE OWNER OF FATENSONS OF THIS PROJECT WRHOUT HARVEY RE.. LLC SHALL RE AT THE OANERI React AND THE OWNER AGREES TO DEFEND. M E66 MICH9EEL I HAARNEO XOLOEC FARE ALL CLAUDE, DMAUNEEC AND EKmNSES INCLUDING ATTORINEWO FEES PRISING OUT Of UNAUTHmFED USE OF MmUMENTS OF SERACE BY THE OWNER 6Y OME0.S Amlm THROUGH ���, Whea/R L>LU1A W 1/IJ.He I^ w . G A/hg fie w NW L1_ -z .J Q ; Coal Do a 0 NU� LL W cW z� m 10 C y > O o O 3 a) U >4 zx�� O V d O Dig O roUcv) xZ��� v2xn Gz] a U s. 0. cD O a at t x� U w Fv �ooQppO AEG/sl <} 9pF. `sSroNAL 07/09/21 GM@RSeIPOFDOGOMEm6: ALL DRAWINGS. SPECIROAFFOINS AND OTHER WUitt PRODUCT OF MICHAEL E, LLC FOR THIS PROJECT ARE INSTRIUMENTS WECF ONLY ANDN S andI WL REWIN THE Let WHETHER TPROJECT S CWPLETEO OR NOT. HE OF MY OF THE INSTWMENTS OF wable OF MICHAEL E. HARMEY RE., Lec MY THE OWNER OF FATENSONS OF THIS PROJECT WRHOUT HARVEY RE.. LLC SHALL RE AT THE OANERI React AND THE OWNER AGREES TO DEFEND. M E66 MICH9EEL I HAARNEO XOLOEC FARE ALL CLAUDE, DMAUNEEC AND EKmNSES INCLUDING ATTORINEWO FEES PRISING OUT Of UNAUTHmFED USE OF MmUMENTS OF SERACE BY THE OWNER 6Y OME0.S Amlm THROUGH ���, Whea/R L>LU1A W 1/IJ.He . G A/hg fie NW L1_ (N ar- .J Q ; Coal Do a 0 NU� LL W cW SO m 10 C y > O o O 3 a) U M=4 MECHANICAL COMCHECK ON He N a� IIS 'Eicgr seen _HU a Us M O LF) O d= ul 0U 1 High Impact (Tier 1( 'dr I Medium Impact (Ter 2) 1 3 1 Low Impact (Tier 3) Project Title'. COMMERCIAL REMODEL Data filename: CIMEH Company\P Sol ECT512021111721006-5900 WEST 38FH ST\COMCH ECKt062R 11COMCHECK 5900 W Ell 06272 lutes *�.. Rough -in Elettrlcal Inspection Complies? 6 Req.ID 1 C405,6 Low -voltage dry -type distribution ]Complies [EL26]t electric transformers meet the ]Does Not minimum efficiency requirements of ]Nat Observable Table C4056. ]Not Applicable C4057 Electric motors meet the minimum ]Complies [EL27]' efficiency requirements of Tables ]Does Not C405.7(1) through C4057(4). _]Not Observable Efficiency verified through certification under an approved iertefication ]Not Applicable program o Meequipm n[effidency ratings shall be ami nutled b facturem(wherec rtlfcation Commems/Aszumartions programs do notexisty JComplies Escalators and moving walks comply ]Complies with ASME A17.11CSA B44 and have ]Does Not automadc controls configured to INot Observable! e reduce speed to the minimum ]NotA Icabblbl permitted speed in accordance with pp ASME A17.1/CSA B44 or applicable , local code when not conveying '.. C405.9 Torel voltage drop across the JComplies [Eag]2 combination of feed rm and branch ]Does Not circuits c-5%. ]Not Observable'. _ ]Nat Applicable Additional Comments/Assumptions: 1 I High Impact (Tier l( E Medium Impact (Tier 2) 1 3 ILow Impact (Tier 3) Section \N heal i Final lnspecdon Complies? Commems/Aszumartions 6 Req.ID _ C303.3. Furnished CSM manuals for HVAC OComplies C408.2.5. systems within 90 days of system ODoes Not 3 [FI813 acceptance. I]NOt Observable ; do Doak Applicable C4032.2 HVAC systems and equipment ElComplies [FI27]3 capacity does not exceed calculated :]Does Not [FI10]3 loads. ]Not Observable d INot Applicable C403.2.4. Heating and coaling to each zone Is ]Complies 1 controlled by a thermostat control. ]Does Not [FI4713 Minimum one humidity control device ]Not Observable V per Installed humldlFlcatbnldehumldNlcatlon ]Not Applicable C4082.5. system. JComplies C403.2 4. Heating and cooling to each zone is occur plies 1 controlled by a thermostat control. 7Does Not [F14)]3 Minimum one humidity control device ]No[Observeble C4022.5. per installed hum:dificetbnkehumiditication ❑Not Applicable 3 anthem. ]Does Not C403.2.4. Heating and cooling to each zone is JComplies 1 controlled by a thermostat control. ❑Does Not [F147]3 M Immune one humidity control device ❑No[Obzervable 4 per installed bumudiFlcaturydehumiciication EINct Applicable [FI3011 System. ]Not Observable 0403.4.1. Thermostatic controls have a 5°F ocomplies 2 deadband. 'E]Does Not [FI38]3 LINO[ Observable Doak Applicable C403.2.4 Temperature controls have setpoint I (Complies 1.3 overlap restrictions, ]Does Not [F120]3 ]Not Observable H Aii Fv INot Applicable C403.2.4. Each zone equipped with setback ]Complies 2 controls using automatic time clack or ]Does Not [FI39]1 programmable control system. ]Not Observable ]Nat Applicable 04032.4. Automatic Controls: Setback to 55`F ElComplies 3.1, (heat) and 85-F (cool); 7-dayclock, 2 I]DOes Not C4032.4. hour occupant override, 30 -hour ONot Observable 2.2 [FI40]3 backup ONot Applicable 04081.1 Building operations and maintenance E]Complies [FI57]1 documents will be provided to the :]Does Not owner. Documents will cover ]Not Observable manufacturers Information, ]Not Applicable specifications, programming procedures and means M illustrating to owner how building, equipment and 'systems are intended to be Installed, maintained, and operated. C408.2.1 Commissioning plan developed by ]Complies [FI2811 registered design professional or IDoes Not approved agency. ]Not Observable ]Not Applicable 1 Highlmpact(Tier l( 1 2 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Report date: 062]121 Project Title'. COMMERCIAL REMODEL Report date: 062]121 Project Title'. COMMERCIAL REMODEL Report date: 062]121 Page ?of 11 Data filename: CIMEH Company\P Sol ECT512021111721006- 5900 WEST 38TH Page 8 O 11 Data filename: CIMEHCompany\PRO]ECT512021\ll721006-5900WES738FH Page 9 o 11 S1PCOMCHECK\0627211COMCHECK 5900 W 387H 06D21.cck S1PCCMCHECK\0627211COMCHECK 5900 W 38TH 06D21.cck section \N heal i Final Inspection Complies. Comments/Assumptions b Re .ID _ C408.2.3,:HVAC equipment has been tested W ]Complies 1 sure proper operation. ]Does Not [FI31]3 ]Not Observable ; do ]Not Applicable C408.2.3. I HVAC control systems have been ]Complies 2 !tested to ensure proper operation, ]Does Not [FI10]3 ,calibration and adjustment of controls. _]Not Observable d ]Not Applicable C408.2.4 Preliminary comm issioning report ]Complies [FI29]3 completed and certified by registered Does Not design professional or approved ]Not Observable V lagency. ]Not Applicable C4082.5. Furnished HVAC as -built drawings JComplies 1 submitted within 90 days of system ]Does Not [FI7]3 useptance ]Not Observable CJ ]Not Applicable C4022.5. IAn air and/or hydropic system ]Complies 3 balancing report is provided for HVAC ]Does Not [FI43]1'sys[ems. ]Not Observable ]Nat Applicable C408,2.5, Final commissioning report due to ]Complies 4 I building owner within 90 days of 7Does Not [FI3011 I receipt of certificate of occupancy. ]Not Observable ]Not Applicable Additional Comments/Assumptions: 1 I High Impact (Ter 1( M Medium Impact (Ter 2) 1 3 1 Low Impact (Tier 3) Project Title'. COMMERCIAL REMODEL Report date: 01 Project Title'. COMMERCIAL REMODEL Reportdate'. 062721 Damfilename: CIMEH Company\P Sol 1111117 21006 5900 WEST 38FH Page 10 of 11 Data filename: C1MEH CompanylPRO]ECTS12021\11721006-5900 WEST387H Page 11 of 11 ST\COMCHECK 0627211COMCHECK 5900 W 38TH 062721.cck SDCOMCH ECM0627211COMC HECK 5900 W 38TH 062721.cck 11721006 �ooQppO AEG/sl F``ssroNniE�'v� 07/09/21 SER IP3PFG UMEWSS AR OTHER WORK FRODUCT of MIpUEL E. E, Li FORTHIS PROJECT ARE INSIRIUMENTS is FAR TH IS m W E6r ONLY AND SHALL HE WAIN THE CWPLETFO OR NOT. HE OF MY OF ME INSTRUMENTS OF SERNAKE OF MICHAEL F. HARVEY P.E., Lee Per THE OWNER OF Affiso am OF THIS PRWEGT WITHOUT WRITTEN PEWISSION OF Mi�L F. HARVEY P.E.. LLD SHALL BEE AT THE OWNERN Raw AND THE OWNER ��ES TO DIEFEND. E66 IGHLEELNHARVED HOLD M M EFROM ALL ofial Paul ANDC ARISING OUT of UNAUTHOPMEO 115E OF HERIFILIMENUS OF SERACE BY THE EP M BY OTHERS Anel THROUGH .1 \N heal L>�1 So .•1' w a W all ON5 W NG../'g :z Q ; do w � 0 NU� LL Lea W aW..k+. z� DOHea m y C d U cOj d' ?4 zx�� 00 V dO co M U CJ x n Gz] a U s. p coo x� W H Aii Fv �ooQppO AEG/sl F``ssroNniE�'v� 07/09/21 SER IP3PFG UMEWSS AR OTHER WORK FRODUCT of MIpUEL E. E, Li FORTHIS PROJECT ARE INSIRIUMENTS is FAR TH IS m W E6r ONLY AND SHALL HE WAIN THE CWPLETFO OR NOT. HE OF MY OF ME INSTRUMENTS OF SERNAKE OF MICHAEL F. HARVEY P.E., Lee Per THE OWNER OF Affiso am OF THIS PRWEGT WITHOUT WRITTEN PEWISSION OF Mi�L F. HARVEY P.E.. LLD SHALL BEE AT THE OWNERN Raw AND THE OWNER ��ES TO DIEFEND. E66 IGHLEELNHARVED HOLD M M EFROM ALL ofial Paul ANDC ARISING OUT of UNAUTHOPMEO 115E OF HERIFILIMENUS OF SERACE BY THE EP M BY OTHERS Anel THROUGH .1 \N heal L>�1 So .•1' w 1/IJ all ON5 UJ NG../'g Q ; do one 0 NU� LL Lea W cW DOHea m y C d 0a) U to M=J MECHANICAL COMCHECK CORRIFF SRtI VI 4A 5A Interior Llamoe DolepfiaRoe Cenif tate AI NI GEFFFERNI III .oFFFFF.. FN BI DEF s.3 Inspection Checklist I GENERAL NOTES: I 1, REFER TO THE ARCHURECTURPL PIANS FOR ADDITIONAL WORK AND CGRFIAEONS, 2 ALL POWER AND LIGHTING DEVICE LOCATIONS AND CONTROLS ME AS PER THE THE ARCHITECTURAL DRAWINGS. ENSURE THAT ALL LOCATIONS AND HEIGHTS ARE AS PER NEC AND ADA REQUIREMENTS. ALL CIRCUKRY SHALL BE AS PER NEC 3, ENSURE ALL MATERIALS AND METHODS OF CONSTRUCTION TO COMPLY ADH CURRENT NEC., I.B.C. NEPA LEGG AND LOCAL ADOPTED OR AMENDED CODES. 4. CLEARED MADE WITH WLItt COMPANY FOR FINAL TRANSFORMER SIM, VOLTAGE, AND LOCATON. ANY DISCREPANCIES IN UTILITY TRANSFORMER SUING AND I OR LOCATION SHALL BE REPORTED TO ENGINEER FOR REVISED FAULT MMENT CALCULATIONS AND POSSIBLE RESPECIFICATION OF EQUIPMENT AIC RATINGS, 5. SUBMIT ELECTRCVL PLANS TO UTILITY COMPANY REPRESENTATIVE 6. COORDINATE METERING INSTAGT IrtILRYCOMPANY PRORTO WOU(. L FIRE ALARM AND DETECTION DESIGN IS EXCLUDED. SUBMIT DRAWINGS i0 FIRE PREVENTION CODE OFFICIALS FOR REVIEW AND SYSTEM DETERMINATION FOR THIS CONSTRUCTION AND CONDOIONS. IFREOORED, E.C. TO SUBMIT FlRE ALARM DETECTION AND NOTIFICATION SYSTEM DESIGN IN THE FORM OF SUFPUER SHOP DRAWINGS FOR FIRE ALARM SEPARATE PERMIT. 8. CONTRACTOR SHALL COORDINATE DIRECTLY WITH TENANTS LOW VOLTAGE CONSULTANT TELE, DATA AN. SECURITY I BURGLAR PLANS, ETC) FOR SPECIFIC REQUIREMENTS FOR EACH RESPECTIVE SYSTEM. ANY EMM RACEWAYS REWIRED BY THESE SYSTEMS SHALL BE COORDINATED DIRECTLY'MTH THE CONSULTANT I SUPPLIER MY ADDITIONAL LINE VOLTAGE POWER REQUIRED AND NOT SHOWN ON THESE DRAWINGS SHALL BE REPORTED AND COORDINATED WITH ELECTRICAL ENGINEER. 9, ELECTRICAL CONTRACTOR SHALL OFF ALL 120V BRANCH CIRCUITS EXCEEDING 75 LI NEAR FEET OF RUN LENGTH TO 010, CU TO ACCOMMODATE VOLTAGE DROP. LEGEND OO JUNCTION BOX $ SINGLE POLE BRANCH $3 THREE WAY SWKCH $a9 WA1LEOGOCCUPANCYSENSOR DIMMER RATED FOR WATTAGE AND LOAD TYPE DUPLEX RECEPTACLE MIN. STD. WALL HEIGHT ARE% RECEPTACLE MIN. STD. WALL HEIGHT ® FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE 4 TELECOMM I DATA OUTLET W/3IP OF STRUM (CONDUIT, BOX AND MUDRNG BY EG) TV, COAX OUTLET PRbW9RED BY SERVICE PROVIDER dv, MUDRING FOR LOW VOLTAGE ROCKING 77 FLUSHFLOORTELECOMM. OUIIE1WII4-C STUBUP O MOTOR ❑' DISWNNECTAATED FOR USE WP WEATHERPROOF GFI GROUND FAULT INTERRUPTER. PROTECTWKNSTREAM AC ABOVE COUNTER NOR MOUNTRECEPTACLEHMIZONTAllY. hl_ITO-®T•G-1 SPI PANEL A 208 1120 VOLS, 3vXASE, 4WIRE 0V on us AOOA3P M.C& NG COIF Esas NEW, SURFACE V, 3C3.973.9779 F. 303.993.9959 AIC 31000 NOIfS: MMIOOAT16MNft IIFF IF, W, FFId . CIRCUIT V A BAR A B AIPTION"RID CWCOIT AM1CMUff VftSPARE CIRCUITDESCRIPTION FIFL 1" 3934 50 3934 X6 CU+G 3934 39343934 / 3934 ] ROOF WP, GFI 180 20 s RR IAN, EWE RCPTS 940 NFNFNkNI I GENERAL NOTES: I 1, REFER TO THE ARCHURECTURPL PIANS FOR ADDITIONAL WORK AND CGRFIAEONS, 2 ALL POWER AND LIGHTING DEVICE LOCATIONS AND CONTROLS ME AS PER THE THE ARCHITECTURAL DRAWINGS. ENSURE THAT ALL LOCATIONS AND HEIGHTS ARE AS PER NEC AND ADA REQUIREMENTS. ALL CIRCUKRY SHALL BE AS PER NEC 3, ENSURE ALL MATERIALS AND METHODS OF CONSTRUCTION TO COMPLY ADH CURRENT NEC., I.B.C. NEPA LEGG AND LOCAL ADOPTED OR AMENDED CODES. 4. CLEARED MADE WITH WLItt COMPANY FOR FINAL TRANSFORMER SIM, VOLTAGE, AND LOCATON. ANY DISCREPANCIES IN UTILITY TRANSFORMER SUING AND I OR LOCATION SHALL BE REPORTED TO ENGINEER FOR REVISED FAULT MMENT CALCULATIONS AND POSSIBLE RESPECIFICATION OF EQUIPMENT AIC RATINGS, 5. SUBMIT ELECTRCVL PLANS TO UTILITY COMPANY REPRESENTATIVE 6. COORDINATE METERING INSTAGT IrtILRYCOMPANY PRORTO WOU(. L FIRE ALARM AND DETECTION DESIGN IS EXCLUDED. SUBMIT DRAWINGS i0 FIRE PREVENTION CODE OFFICIALS FOR REVIEW AND SYSTEM DETERMINATION FOR THIS CONSTRUCTION AND CONDOIONS. IFREOORED, E.C. TO SUBMIT FlRE ALARM DETECTION AND NOTIFICATION SYSTEM DESIGN IN THE FORM OF SUFPUER SHOP DRAWINGS FOR FIRE ALARM SEPARATE PERMIT. 8. CONTRACTOR SHALL COORDINATE DIRECTLY WITH TENANTS LOW VOLTAGE CONSULTANT TELE, DATA AN. SECURITY I BURGLAR PLANS, ETC) FOR SPECIFIC REQUIREMENTS FOR EACH RESPECTIVE SYSTEM. ANY EMM RACEWAYS REWIRED BY THESE SYSTEMS SHALL BE COORDINATED DIRECTLY'MTH THE CONSULTANT I SUPPLIER MY ADDITIONAL LINE VOLTAGE POWER REQUIRED AND NOT SHOWN ON THESE DRAWINGS SHALL BE REPORTED AND COORDINATED WITH ELECTRICAL ENGINEER. 9, ELECTRICAL CONTRACTOR SHALL OFF ALL 120V BRANCH CIRCUITS EXCEEDING 75 LI NEAR FEET OF RUN LENGTH TO 010, CU TO ACCOMMODATE VOLTAGE DROP. LEGEND OO JUNCTION BOX $ SINGLE POLE BRANCH $3 THREE WAY SWKCH $a9 WA1LEOGOCCUPANCYSENSOR DIMMER RATED FOR WATTAGE AND LOAD TYPE DUPLEX RECEPTACLE MIN. STD. WALL HEIGHT ARE% RECEPTACLE MIN. STD. WALL HEIGHT ® FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE 4 TELECOMM I DATA OUTLET W/3IP OF STRUM (CONDUIT, BOX AND MUDRNG BY EG) TV, COAX OUTLET PRbW9RED BY SERVICE PROVIDER dv, MUDRING FOR LOW VOLTAGE ROCKING 77 FLUSHFLOORTELECOMM. OUIIE1WII4-C STUBUP O MOTOR ❑' DISWNNECTAATED FOR USE WP WEATHERPROOF GFI GROUND FAULT INTERRUPTER. PROTECTWKNSTREAM AC ABOVE COUNTER NOR MOUNTRECEPTACLEHMIZONTAllY. L ■ ■ 10 16 Is 20 22 24 26 As as 140 PANEL 8 HLJTCH601l • Pf-PF�i 20 1120 VpIR, 3PXASE, AWIRE� PTF✓ 000 unvsA0043P M.[.B. NEW, SURFACE eVs]03.993.9999 Ep3p3.993.9959sas uc 33OW no]fs: Ma%4apn mBPAnft . CIfl CVIT V CIRCUR PHASE CIRNO V CIflCVIT DESCRIPTION A B%fl A B C 9Rfl A DESCRIPTION 1 "RNd" 3934 50 3 0 40/3 2974 "RTW' X6 CUaG 3934 2974 RB CVaG 3934 / / 2974 ] ROOF WP, GRI 180 20 20 SPARE s NBC RUN, EWE RCP15 940 20 20 SPARE 31 RR, IFN V6HR ]ID ZO ZO SPADE 13 33 OPEN AREA STRIP LR 660 20 O ZO SPARE 14 s "EWX-1" 1500 2p O 20 SPARE V SIGN 1300 2p 20 SPARE 19 SPARE 2p 30 SPARE AT SPARE 2p 30 SPARE i3 SPARE 2p 30 SPARE as SPARE 20 20 SPARE n SPARE 20 20 3PARE 39 SPARE j2O 30 SPADE 30 31 SPARE 20 SPADE 32 33 SPARE O O 20 SPARE 35 SPARE 20 SPARE 3] SPARE 30 SPARE 3s SPARE 30 SPARE41 SPARE o 0 2p SPARE P ].]A FIRMMINN. I DEMI DIFFAMAIDAVA UGHTIMS 2.1 125 2.6 RECEPTACLE WADS <10 1 1.1 AGO 1.1 RECEPTACLE IOADF 10 1 0.0 50 0.0 LARGESTMOTORWAD 11.8 125 14.8 MOTORLOADS 8.9 100 8.9 HEAT 1.5 100 1.5 ANSCIALANEFOUSLOAD2 0.0 100 0.0 MESCINFIGIRCURS 0.0 100 0.0 S PANEL 2081120 vOLrs, 3vxASB 4wME CONSULTING 088 onus AOOA3P M.C& aae NEW, SURFACE 3D3.993.9799 F. 303.973.9959 AIC: ]1,880 NOIfS: MMIOOATI6 PANft . CIflCVIT V CWCVIT PRASE CWCVR V CIflCVIT . ' OESCfl IPTION A BAR A B C BAR A DESCRIPTION ' 1 "RNS" 3934 50 50/3 3934 "RNI To 16 TH 20 22 24 as As Am 40 42 LIGNANG 2.1 125 2.6 RECEPTACLE WADS < 10 kAA 1.1 100 1.1 RECERFACLE WADS > 10 kAA 0.0 50 0.0 LARGESTMOTOR WAD AIR 125 CAR MOTORDOADS AIR 100 11's HEAT is 100 I'S AMCCULANEARS WAD 2 0.0 100 GA MIJAC DIED CIRCUITS DO 100 OR hl_ITO-®T•G-1 SPI PANEL A 208 1120 VOLS, 3vXASE, 4WIRE 0V on us AOOA3P M.C& NG COIF Esas NEW, SURFACE V, 3C3.973.9779 F. 303.993.9959 AIC 31000 NOIfS: MMIOOAT16MNft . CIRCUIT V A BAR A B AIPTION"RID CWCOIT AM1CMUff VftSPARE CIRCUITDESCRIPTION 1" 3934 50 3934 X6 CU+G 3934 39343934 / 3934 ] ROOF WP, GFI 180 20 s RR IAN, EWE RCPTS 940 20 ToIS RR, LN UGHR 210 20 13 13 OPEN ARG STRIP LR 660 20 14 s ^EWX-1^ 1500 za 16I] SIGN 1200 20 Is19 SPARE 20 20a1 SPARE 20 22e3 SPARE 20 24 as SPARE EO 0 20 SPARE 26 n SPARE EO 0 20 SPARE as 29 SPARE 20 20 SPARE T 31 SPARE 2020 O SPARE 32 33 SPARE 20 O 20 SPARE 35 SPARE 20 20 SPARE As 3] SPARE 20 20 SPARE as 3s SPARE 2020 O SPARE 40 41 SPARE 20 O 20 SPARE 42 PxB.2A P103 P9.3C CONN. Was DEMAND N DEMAND IFFA [ 8.3 RECEPTACLEWAID <10 kAA 1.1 100 1.1 RECEPTACUELINI kAA 0.0 50 0.0 LARGESTMOTOR WAD AIR 125 CAR MOTORDOADS AIR 100 11's HEAT 1.5 100 I'S MISCIFULANEDIS MAD 2 0.0 Too GA IF DIED CIRCUITS DO Ica GA MISCEFULANEOUSLOAD4 GO Too 0.0 TOTAL kVA: 318 TOTALAMP& 88.3 L ■ ■ 10 16 Is 20 22 24 26 As as 140 PANEL 8 HLJTCH601l • Pf-PF�i 20 1120 VpIR, 3PXASE, AWIRE� PTF✓ 000 unvsA0043P M.[.B. NEW, SURFACE eVs]03.993.9999 Ep3p3.993.9959sas uc 33OW no]fs: Ma%4apn mBPAnft . CIfl CVIT V CIRCUR PHASE CIRNO V CIflCVIT DESCRIPTION A B%fl A B C 9Rfl A DESCRIPTION 1 "RNd" 3934 50 3 0 40/3 2974 "RTW' X6 CUaG 3934 2974 RB CVaG 3934 / / 2974 ] ROOF WP, GRI 180 20 20 SPARE s NBC RUN, EWE RCP15 940 20 20 SPARE 31 RR, IFN V6HR ]ID ZO ZO SPADE 13 33 OPEN AREA STRIP LR 660 20 O ZO SPARE 14 s "EWX-1" 1500 2p O 20 SPARE V SIGN 1300 2p 20 SPARE 19 SPARE 2p 30 SPARE AT SPARE 2p 30 SPARE i3 SPARE 2p 30 SPARE as SPARE 20 20 SPARE n SPARE 20 20 3PARE 39 SPARE j2O 30 SPADE 30 31 SPARE 20 SPADE 32 33 SPARE O O 20 SPARE 35 SPARE 20 SPARE 3] SPARE 30 SPARE 3s SPARE 30 SPARE41 SPARE o 0 2p SPARE P ].]A FIRMMINN. I DEMI DIFFAMAIDAVA UGHTIMS 2.1 125 2.6 RECEPTACLE WADS <10 1 1.1 AGO 1.1 RECEPTACLE IOADF 10 1 0.0 50 0.0 LARGESTMOTORWAD 11.8 125 14.8 MOTORLOADS 8.9 100 8.9 HEAT 1.5 100 1.5 ANSCIALANEFOUSLOAD2 0.0 100 0.0 MESCINFIGIRCURS 0.0 100 0.0 S PANEL 2081120 vOLrs, 3vxASB 4wME CONSULTING 088 onus AOOA3P M.C& aae NEW, SURFACE 3D3.993.9799 F. 303.973.9959 AIC: ]1,880 NOIfS: MMIOOATI6 PANft . CIflCVIT V CWCVIT PRASE CWCVR V CIflCVIT . ' OESCfl IPTION A BAR A B C BAR A DESCRIPTION ' 1 "RNS" 3934 50 50/3 3934 "RNI To 16 TH 20 22 24 as As Am 40 42 LIGNANG 2.1 125 2.6 RECEPTACLE WADS < 10 kAA 1.1 100 1.1 RECERFACLE WADS > 10 kAA 0.0 50 0.0 LARGESTMOTOR WAD AIR 125 CAR MOTORDOADS AIR 100 11's HEAT is 100 I'S AMCCULANEARS WAD 2 0.0 100 GA MIJAC DIED CIRCUITS DO 100 OR [ 8.3 TOTAL kVA: 369 iOTALAMPS: C�R 15 RESPARESSILE FOR III FEEDER 17867 X6 CUaG 3934 3934 A6 ED 4 3934 / / 3934 ] ROOF AT, GFI 180 EO 20 SPARE s RR, IAN EWE RCPB 940 EO 20 SPARE 31 RR, LN VGNR 210 20 20 SPARE 13 33 OPEN AREA STRIP LR 660 20 20 SPARE 14 s "Ewx-1^ lspp za zp SPARE V SIGN 1200 20 20 SPARE 19 SPARE 30 20 SPARE AT SPARE 30 20 SPARE E3 SPARE 30 20 SPARE as SPARE EO 20 SPAREMCA OCR OCR n SPARE EO 20 3PARE 39 SPARE 20 20 SPARE 30 31 SPARE 20 20 SPARE 32 33 SPARE 20 O O 20 SPARE 35 SPARE 20 30 SPARE 3] SPARE 20 20 SPARE 3s SPARE EO 20 SPARE 41 SPARE 30 O O EO SPARE PxB.] AA P103 P9.3C TOTAL kVA: 318 tt3TALAMPS.' 89.3 I'Ve NG EXISTING POLE MOUNTED TRANSFORMERS GEAR. WITI THE E%CEPTIW OF EXTERKKRLIGHTIMET SHALL BE REMOVED IN LOCATED ACORSSyEY.90'DUESWiH. THEIRENTIREtt. PLL ELECigICAL SHALLBE NEW UNLESS OTHERWISE NOTED, ®ELECTRICAL PLAN SCALE: 118'=1'-0' FAULT CURRFNTGLCUGTIONS rynuzEsrrlEeusseuneueuwrroxn7a.xaoAND rulEsl Mµlenglb FIELD COM IpN PROJECT BID ADD GFORE Available Fault Coni 'on VOIR a PM1 Fi Runs "C"value Curren[ IS A[%al 130 kVA%finr Bank 26,000 %<ellwPto Maar 208 3 Ez E 31,942 N Me@nd[k 208 3 8 3 20565 21,435 Pl Panty "A" 208 3 36 2 0122 16,940. AM PARIS "B" 208 3 23 2 13122 18,334 A[PanN "C 208 3 N E 12122 16,195 g `� q3 Mqm MpN NEW 100A 3001130V, 3PH,4W ICOMMERCIAL MElER3TACK. I RHNC, NEM43R. PROVIDE CONCRETE HOUSEKEEPING PAO (BY GC.) NEfi GERJILE GR W NOG PER NEC 250. GNDRW, WATER SERVICE, BuapwG srEEL. ELECTRICAL ONE LINE DIAGRAM EXISTING XCEL ENERGY 150 AN, TRANSFORMER BANX. MSC=26,OW r-m-�=AP� I-IrvM3��l I� m NnIII D! mNm W� w �_n N WQ Z �°m Q i m m W Q o Q �Qm Qa CW� m 00 LU 0 Q � NOLL L] WJm w o ° o L9 m Zm LIW � 3°m m mwm m mJ0 ]� z 03km 1 W v m7> 7�4 A P,joT MOrp. am 43330 s;lr - CONAL 08.20.2021 N J N W o O =DO Lu Lu cl00 Lo : O Q J J O LJ W o m0m Q O W U VVhNI �lok, c OO�D9 �5S DRAWN: HPE CHECKED: MJHIBAP DATE: 07.08.2021 REVISIONS: 1. PLAN REVIEW 08.20.2021 FAULT CURRENT REVISION ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 X6 CUaG 3934 3934 A6 ED 4 3934 / / 3934 ] ROOF AT, GFI 180 EO 20 SPARE s RR, IAN EWE RCPB 940 EO 20 SPARE 31 RR, LN VGNR 210 20 20 SPARE 13 33 OPEN AREA STRIP LR 660 20 20 SPARE 14 s "Ewx-1^ lspp za zp SPARE V SIGN 1200 20 20 SPARE 19 SPARE 30 20 SPARE AT SPARE 30 20 SPARE E3 SPARE 30 20 SPARE as SPARE EO 20 SPAREMCA OCR OCR n SPARE EO 20 3PARE 39 SPARE 20 20 SPARE 30 31 SPARE 20 20 SPARE 32 33 SPARE 20 O O 20 SPARE 35 SPARE 20 30 SPARE 3] SPARE 20 20 SPARE 3s SPARE EO 20 SPARE 41 SPARE 30 O O EO SPARE PxB.] AA P103 P9.3C TOTAL kVA: 318 tt3TALAMPS.' 89.3 I'Ve NG EXISTING POLE MOUNTED TRANSFORMERS GEAR. WITI THE E%CEPTIW OF EXTERKKRLIGHTIMET SHALL BE REMOVED IN LOCATED ACORSSyEY.90'DUESWiH. THEIRENTIREtt. PLL ELECigICAL SHALLBE NEW UNLESS OTHERWISE NOTED, ®ELECTRICAL PLAN SCALE: 118'=1'-0' FAULT CURRFNTGLCUGTIONS rynuzEsrrlEeusseuneueuwrroxn7a.xaoAND rulEsl Mµlenglb FIELD COM IpN PROJECT BID ADD GFORE Available Fault Coni 'on VOIR a PM1 Fi Runs "C"value Curren[ IS A[%al 130 kVA%finr Bank 26,000 %<ellwPto Maar 208 3 Ez E 31,942 N Me@nd[k 208 3 8 3 20565 21,435 Pl Panty "A" 208 3 36 2 0122 16,940. AM PARIS "B" 208 3 23 2 13122 18,334 A[PanN "C 208 3 N E 12122 16,195 g `� q3 Mqm MpN NEW 100A 3001130V, 3PH,4W ICOMMERCIAL MElER3TACK. I RHNC, NEM43R. PROVIDE CONCRETE HOUSEKEEPING PAO (BY GC.) NEfi GERJILE GR W NOG PER NEC 250. GNDRW, WATER SERVICE, BuapwG srEEL. ELECTRICAL ONE LINE DIAGRAM EXISTING XCEL ENERGY 150 AN, TRANSFORMER BANX. MSC=26,OW r-m-�=AP� I-IrvM3��l I� m NnIII D! mNm W� w �_n N WQ Z �°m Q i m m W Q o Q �Qm Qa CW� m 00 LU 0 Q � NOLL L] WJm w o ° o L9 m Zm LIW � 3°m m mwm m mJ0 ]� z 03km 1 W v m7> 7�4 A P,joT MOrp. am 43330 s;lr - CONAL 08.20.2021 N J N W o O =DO Lu Lu cl00 Lo : O Q J J O LJ W o m0m Q O W U VVhNI �lok, c OO�D9 �5S DRAWN: HPE CHECKED: MJHIBAP DATE: 07.08.2021 REVISIONS: 1. PLAN REVIEW 08.20.2021 FAULT CURRENT REVISION ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 I'Ve NG EXISTING POLE MOUNTED TRANSFORMERS GEAR. WITI THE E%CEPTIW OF EXTERKKRLIGHTIMET SHALL BE REMOVED IN LOCATED ACORSSyEY.90'DUESWiH. THEIRENTIREtt. PLL ELECigICAL SHALLBE NEW UNLESS OTHERWISE NOTED, ®ELECTRICAL PLAN SCALE: 118'=1'-0' FAULT CURRFNTGLCUGTIONS rynuzEsrrlEeusseuneueuwrroxn7a.xaoAND rulEsl Mµlenglb FIELD COM IpN PROJECT BID ADD GFORE Available Fault Coni 'on VOIR a PM1 Fi Runs "C"value Curren[ IS A[%al 130 kVA%finr Bank 26,000 %<ellwPto Maar 208 3 Ez E 31,942 N Me@nd[k 208 3 8 3 20565 21,435 Pl Panty "A" 208 3 36 2 0122 16,940. AM PARIS "B" 208 3 23 2 13122 18,334 A[PanN "C 208 3 N E 12122 16,195 g `� q3 Mqm MpN NEW 100A 3001130V, 3PH,4W ICOMMERCIAL MElER3TACK. I RHNC, NEM43R. PROVIDE CONCRETE HOUSEKEEPING PAO (BY GC.) NEfi GERJILE GR W NOG PER NEC 250. GNDRW, WATER SERVICE, BuapwG srEEL. ELECTRICAL ONE LINE DIAGRAM EXISTING XCEL ENERGY 150 AN, TRANSFORMER BANX. MSC=26,OW r-m-�=AP� I-IrvM3��l I� m NnIII D! mNm W� w �_n N WQ Z �°m Q i m m W Q o Q �Qm Qa CW� m 00 LU 0 Q � NOLL L] WJm w o ° o L9 m Zm LIW � 3°m m mwm m mJ0 ]� z 03km 1 W v m7> 7�4 A P,joT MOrp. am 43330 s;lr - CONAL 08.20.2021 N J N W o O =DO Lu Lu cl00 Lo : O Q J J O LJ W o m0m Q O W U VVhNI �lok, c OO�D9 �5S DRAWN: HPE CHECKED: MJHIBAP DATE: 07.08.2021 REVISIONS: 1. PLAN REVIEW 08.20.2021 FAULT CURRENT REVISION ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 EXISTING POLE MOUNTED TRANSFORMERS GEAR. WITI THE E%CEPTIW OF EXTERKKRLIGHTIMET SHALL BE REMOVED IN LOCATED ACORSSyEY.90'DUESWiH. THEIRENTIREtt. PLL ELECigICAL SHALLBE NEW UNLESS OTHERWISE NOTED, ®ELECTRICAL PLAN SCALE: 118'=1'-0' FAULT CURRFNTGLCUGTIONS rynuzEsrrlEeusseuneueuwrroxn7a.xaoAND rulEsl Mµlenglb FIELD COM IpN PROJECT BID ADD GFORE Available Fault Coni 'on VOIR a PM1 Fi Runs "C"value Curren[ IS A[%al 130 kVA%finr Bank 26,000 %<ellwPto Maar 208 3 Ez E 31,942 N Me@nd[k 208 3 8 3 20565 21,435 Pl Panty "A" 208 3 36 2 0122 16,940. AM PARIS "B" 208 3 23 2 13122 18,334 A[PanN "C 208 3 N E 12122 16,195 g `� q3 Mqm MpN NEW 100A 3001130V, 3PH,4W ICOMMERCIAL MElER3TACK. I RHNC, NEM43R. PROVIDE CONCRETE HOUSEKEEPING PAO (BY GC.) NEfi GERJILE GR W NOG PER NEC 250. GNDRW, WATER SERVICE, BuapwG srEEL. ELECTRICAL ONE LINE DIAGRAM EXISTING XCEL ENERGY 150 AN, TRANSFORMER BANX. MSC=26,OW r-m-�=AP� I-IrvM3��l I� m NnIII D! mNm W� w �_n N WQ Z �°m Q i m m W Q o Q �Qm Qa CW� m 00 LU 0 Q � NOLL L] WJm w o ° o L9 m Zm LIW � 3°m m mwm m mJ0 ]� z 03km 1 W v m7> 7�4 A P,joT MOrp. am 43330 s;lr - CONAL 08.20.2021 N J N W o O =DO Lu Lu cl00 Lo : O Q J J O LJ W o m0m Q O W U VVhNI �lok, c OO�D9 �5S DRAWN: HPE CHECKED: MJHIBAP DATE: 07.08.2021 REVISIONS: 1. PLAN REVIEW 08.20.2021 FAULT CURRENT REVISION ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 g `� q3 Mqm MpN NEW 100A 3001130V, 3PH,4W ICOMMERCIAL MElER3TACK. I RHNC, NEM43R. PROVIDE CONCRETE HOUSEKEEPING PAO (BY GC.) NEfi GERJILE GR W NOG PER NEC 250. GNDRW, WATER SERVICE, BuapwG srEEL. ELECTRICAL ONE LINE DIAGRAM EXISTING XCEL ENERGY 150 AN, TRANSFORMER BANX. MSC=26,OW r-m-�=AP� I-IrvM3��l I� m NnIII D! mNm W� w �_n N WQ Z �°m Q i m m W Q o Q �Qm Qa CW� m 00 LU 0 Q � NOLL L] WJm w o ° o L9 m Zm LIW � 3°m m mwm m mJ0 ]� z 03km 1 W v m7> 7�4 A P,joT MOrp. am 43330 s;lr - CONAL 08.20.2021 N J N W o O =DO Lu Lu cl00 Lo : O Q J J O LJ W o m0m Q O W U VVhNI �lok, c OO�D9 �5S DRAWN: HPE CHECKED: MJHIBAP DATE: 07.08.2021 REVISIONS: 1. PLAN REVIEW 08.20.2021 FAULT CURRENT REVISION ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 DRAWN: HPE CHECKED: MJHIBAP DATE: 07.08.2021 REVISIONS: 1. PLAN REVIEW 08.20.2021 FAULT CURRENT REVISION ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 ISSUED FOR PERMIT &CONSTRUCTION SHEET TITLE: ELECTRICAL PLANS SCALE: AS NOTED SHEET NUMBER: E-1 F"1 a ME 3 N 3 CPLTIx DO W M� x1: PLUMBING GENERAL NOTES: 1. THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS DESIGN. THE USE OF REVIEWED OR SPECIFIED EQUALS SHALL BE COORDINATED BY THE CONTRACTOR AS TO SPACE REQUIREMENTS, EQUIPMENT DIMENSIONS AND PERFORMANCE. 2. (E) INDICATES EXISTING, (N) INDICATES NEW MATERIAL, (F) INDICATES FUTURE, (R) INDICATES RELOCATED, 3. B INDICATES POINT OF CONNECTION OF NEW TO EXISTING. 4. DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF SYSTEMS. DO NOT SCALE DRAWINGS NOR USE AS SHOP DRAWINGS, WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF ALL WORK, THIS CONTRACTOR SHALL MAKE CHANGES 'WITHOUT ADDITIONAL COSTS. 5. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY SYSTEMS/SERVICES WITHOUT FIRST COORDINATING ALL DOWNTIME WITH OWNER'S PERSONNEL. 6. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY DIRECTED OTHERWISE. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR HIS WORK AND /OR CORE DRILL REQUIREMENTS. 8. CONTRACTOR SHALL CLOSELY COORDINATE NEW MECHANICAL WITH ALL NEW AND EXISTING MECHANICAL, ELECTRICAL, ARCHITECTURAL AND STRUCTURAL MEMBERS. 9. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF MECHANICAL EQUIPMENT WITH STRUCTURAL ENGINEER PRIOR TO SETTING EQUIPMENT. 10. CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO SUBMITTING A BID. NO ADDITIONAL COST WILL BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING MECHANICAL CONDITIONS. 11. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT VERSION OF INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL PLUMBING CODE; INCLUDING LOCAL AMENDMENTS. 12. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT SCHEDULES TO THE ENGINEER AND OWNER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. CONTRACTOR AGREES TO PAY FOR ANY REQUIRED MODIFICATIONS DUE TO FAILURE TO PROVIDE SUBMITTALS PRIOR TO THE ORDER, PURCHASE OR INSTALLATION OF THESE SAME ITEMS. 13. CONVENTIONS USED IN THE PRESENTATION OF THE CONTRACT DOCUMENTS A. NATURAL GAS INPUTS ARE AT SEA LEVEL. 14. ALL EXISTING EQUIPMENT TO BE REMOVED SHALL HAVE ALL RELATED HOUSEKEEPING PADS, PIPING, CONTROLS, GAUGES, ELECTRICAL SERVICE, HANGERS, SUPPORTS AND ANY MISCELLANEOUS RELATED SERVICE OR PARTS REMOVED COMPLETELY. 15. 0 & M MANUALS -PROVIDE 0 & M MANUALS TO THE ARCHITECT FOR APPROVAL TWO (2) WEEKS BEFORE FINAL PUNCH LIST IS SCHEDULED. 16, 0 & M MANUALS -PROVIDE 0 & M MANUALS TO THE ARCHITECT FOR APPROVAL TWO (2) WEEKS BEFORE FINAL PUNCH LIST IS SCHEDULED. 17, TESTING. ADJUSTING AND BALANCING -TOTAL SYSTEM BALANCE SHALL BE PERFORMED IN ACCORDANCE WITH NEBB PROCEDURAL, STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF ENVIRONMENTAL SYSTEMS. SUBMIT TEST REPORTS FOR TESTING, ADJUSTING AND BALANCING. 18. COORDINATE ALL STRUCTURAL PENETRATIONS WITH STRUCTURAL ENGINEER. 19. ALL MATERIALS AND EQUIPMENT LOCATED IN AIR PLENUMS SHALL BE RATED FOR PLENUM APPLICATION. 20. ADA ACCESSIBLE PRODUCTS SHALL CONFORM TO ADA AND ANSI STANDARDS, 21. PROVIDE COMPLETE INSTALLATIONS OF NEW PLUMBING FIXTURES AND TRIM, ASSOCIATED SOIL. WASTE, VENT, AND HOT AND COLD WATER PIPING. INLCUDING ALL NEW CONNECTIONS TO EXISTING SOIL AND VENT STACKS AND EXISTING COLD WATER PIPING, HANGERS AND SUPPORTS, TO MAKE ALL SYSTEMS COMPLETE AND OPERATIONAL. 22. SOIL. WASTE, VENTS, DRAINS ABOVE GROUND. NO -HUB CAST IRON SERVICE WEIGHT, CISPI 301, WITH JOINTS MADE OF NEOPRENE GASKETS AND STAINLESS STEEL CAMP AND SHIELD ASSEMBLIES. BELOW GROUND SERVICE WEIGHT CAST IRON, CLASS B, ASTM A74, HUB AND SPIGOT, CISPI HSN COMPRESSION TYPE WITH ASTM C564 NEOPRENE GASKETS. CONTRACTOR OPTION TO USE DWV PVC SCHEDULE 40 PIPE AND FITTINGS IN NON -PLENUM LOCATIONS. 23. DOMESTIC COLD. HOT, AND HOT WATER RECIRC PIPING WITHIN THE BUILDING ABOVE GRADE. COPPER WATER TUBE ASTM B88, TYPE "L". HARD DRAWN, CAST BRONZE OR WROUGHT COPPER FITTINGS, SOLDER JOINT TYPE, USING ONLY LEAD-FREE SOLDER. DOMESTIC COLD WATER PIPING BELOW FLOOR INSIDE BUILDING TO BE TYPE "K" COPPER TUBE ASTM WITH NO JOINTS OR FITTINGS BELOW FLOOR. 24. INSULATE DOMESTIC HOT WATER AND HOT WATER RECIRC PIPING WITH SNAP-ON TYPE FIBERGLASS PIPE INSULATION, 1" THICK (1-1/4" PIPE SIZE AND SMALLER), 1-1/2" THICK 1-1/2" PIPE AND LARGER) WITH FACTORY APPLIED FIRE RETARDANT VAPOR BARRIER JACKET WITH SELF-SEALING LAP. ALL VALVE AND FITTINGS SHALL BE INSULATED WITH SESTON COMPANY PRE -MOLDED FIBERGLASS PVC INSULATION FITTINGS, INSTALLED AS RECOMMENDED BY MANUFACTURER. INSULATION SHALL HAVE CONDUCTIVITY NOT EXCEEDING 0.27 BTU/INCH/HR/FT"2/T, AND NOT EXCEED FLAME / SMOKE SPREAD DEVELOPED RATINGS OF 25/50. FOR PIPING 1-1/2" AND LARGER, PROVIDE 180 DEGREE CALCIUM SILICATE INSERTS WITH 180 DEGREE GALVANIZED STEEL SADDLES AT ALL INSULATED HANGER LOCATIONS. IN LOCATIONS OF POSSIBLE FREEZING, INSULATE DOMESTIC COLD, HOT, HOT WATER RECIRC PIPING WITH 2" THICK INSULATION INDICATED HEREIN. 25. STOP VALVES. ALL FIXTURES AND ROUGH -INS ETC., TO BE SUPPLIED WITH STOP VALVES TO ISOLATE EACH FIXTURE. 26. SANITIZE ALL NEW PIPING AND FLUSH THOROUGHLY. 27. PROVIDE NON -CONDUCTING DIELECTRIC FITTINGS AND/OR COUPLINGS WHEN JOINING PIPE OF DISSIMILAR MATERIAL. 28, NATURAL GAS PIPING ABOVE GROUND TO BE OF THE FOLLOWING MATERIALS: PIPING 2" AND SMALLER TO BE SCHEDULE 40 BLACK SEAMLESS STEEL PIPE PER ASTM A53. PIPING 2" AND SMALLER TO HAVE MALLEABLE IRON SCREWED FITTINGS (150 LB CLASS) WITH THREADED JOINTS USING JOINT COMPOUND RESISTANT TO GAS -AIR MIXTURE. PIPING 21h" AND LARGER TO USE 150LB CLASS SEAMLESS CARBON STEEL WELDING FITTINGS WITH BUTT WELDED JOINTS. PLUMBING LEGEND ALL SYMBOLS IN LEGEND MAY NOT NECESSARILY BE USED ON THIS PROJECT LINE DESIGNATIONS CdD WA¢R(DID ------- SANITARY RENT (V) NOT 'MMR DmB INDIRECT WASTE FIXTURE -m- CREASE WASM HOT WARR CRCAATNG _ NATURAL OAS ("K) FAUCET SANITARY WASTE (W) _ CWFRESBFD AR ABOVE GRADE OIL FLOOR -D- EQUIPMENT DRAIN _ SANITARY (BUILDING MAIN) ® RTU -2 BELOW MADE At FLOW MODEL VALVES and FITTINGS SMALL vuR MODEL STYLE TEIRERANRF OMIGE WEa vuvE Tr y MMPERANRE/PRESSURE UNION RELIEF VALE 2" MISCELLANEOUS PORT CE CONNECTION 114" e NEW TO EXISTING LINE HEIGHT fqi EX1 HEIGHT ARE !C EGUIPMLIMT HATCHING INDICATES . STURGE. TEXT. SDELAT EXT,ET[. G -Ll --4 ENSDHG 10 BE REMOVED R(q E] NDCARS ERBNNG O GAS PRESSURE DOWNSTREAM OF GAS METER BASED ON BELOW 2 PSI, 0.5"W. C. CWWN WTHAM NEW MqO: r(i POSTING 10 BE REYO>ED AS SHOWN AS DAM ABBREVIATIONS -GENERAL AFT NQh FINISHED FLOOR OA OUTSIDE NR AP ACCESS PANEL RA RETURN AIR OR, D DIAMETER SA SUPPLY AIR EA EXHAUST NR TW TYPICAL MA MIXED AIR M) NEW MD MOTORIZED DAMPER (F) EXISTING MW MANUAL VOLUME DAMPER Q) RELOCATED NO Tp7 IN CWTRKT L-1 PLUMBING ROUGH -IN FIXTURE CONNECTION SCHEDULE FIXTURE TYPE SYMBOL PLUMBING FIXTURE SCHEDULE VENTtWATER PLAN HOT WATER DESCRIPTION FIXTURE FIXTURE 4" FIXTURE FAUCET FAUCET FAUCET FIXTURE REMARKS CODE 2" RTU -2 MFR. MODEL MOUNTING MFR, MODEL STYLE MOUNTING 1/2" Tr y WATER COOLER / DRINKING FOUNTAIN EWC/DF 2" 2" 540 STYLE 114" O LOAD HEIGHT ARE RHEEM WC -1 1500 WATER CLOSET - ADA AMERICAN O GAS PRESSURE DOWNSTREAM OF GAS METER BASED ON BELOW 2 PSI, 0.5"W. C. PRESSURE DROP. COORDINATE REQUIRMENTS WITH UTILITY COMPANY. FLOOR N/A N/A N/A 19" TO TOP OF SEATSTANDARD O O O O 012 4142,13483.000 NOTES: M. O SEE DETAIL. SUPPORT FROM STRUCTURE, x 0 O EQUAL BY STATE, RUUD, SMITH CORP (A.D.). O PROVIDE HEAT TRAPS ON INLET AND OUTLET WATER CONNECTIONS TO WATER HEATER. L-1 HEATER CONTROLS SHALL ALLOW SETPOINT DOWN TO 907. LAVATORY - ADA AMRICAN 0355.012 r,- ` WALL AMERICANSTANDARD 5502.1]5.002 WRIST BLADES RE: ARCH Oa O O O 0 0 0 STANDARD cq MSB -1 MOP SERVICE BASIN FIAT MSBID2424 FLOOR FIAT 830AA FOUR ARM EWC-1 ELECTRIC WATER COOLER - ADA HALSEY TAYLOR HTVZ88LPV WALL -- -- -- PER MANUF,'S REC'S O FS -1 FLOOR SINK JAY R. SMITH 3151 FLOOR -- -- -- -- t0 REMARK NOTES: O 1.1 GALLON PER FLUSH, ELONGATED RIM, PRESSURE ASSIST TOILET, WHITE VITREOUS CHINA. O CONCEALED ARMS SUPPORT. O PROVIDE WITH BEMIS SELF SUSTAINING SEAT MODEL 1955SSCT-OFLC. O WALL MOUNTED FAUCET, ALL BRASS, 10" SPOUT WITH WALL BRACE, 3/4" MALE HOSE THREAD OUTLET AND VACUUM BREAKER, 8" CENTER TO CENTER, CHROME PLATED FINISH, FLAT GRID STRAINER, O3 ADA ACCESSIBLE W.C. - LOCATE FLUSH VALVE HANDLE ON WIDE SIDE OF STALL. HANDLE SHALL MEET ADA REQUIREMENTS. INTEGRAL 3" DRAIN. O PROVIDE WITH CAST BRASS P -TRAP WITH CLEANOUT PLUG, FLEXIBLE SUPPLIES & ANGLE STOPS. O PROVIDE BI -LEVEL BARRIER -FREE COOLER WITH PLUG-IN AND 3 -WIRE GROUNDING TYPE 0.5 GPM VANDAL RESISTANT AERATOR, 4" CENTERS, OPEN GRID STRAINER, WHITE VITREOUS CHINA. SERVICE CORD. 120V/1PH, 4.0 FLA, ELECTRICAL CONTRACTOR TO PROVIDE 120V/IPH RECEPTACLE RATED AT 15 -AMP MINIMUM, OS PROVIDE TRUEBRO INSULATION KIT ON ALL EXPOSED PIPING. 10 FLOOR SINK, SQUARE, CAST IRON, PROCELAIN ENAMELED INTERIOR, SUMP BODY DRAIN © PROVIDE WITH POWERS MODEL LFE480, 3/8" TEMPERING VALVE ON HOT SIDE OF LAVATORY. 8"DEEP A 12.5" SQUARE WITH FLASHING COLLAR AND CAST IRON RING, 12.5" SQUARE NICKEL BRONZE REMOVABLE HALF TOP GRATE, SEDIMENT BUCKET, BOTTOM WASTE OUTLET, (4 -ES -1) 4-WASTE/2-VENT. PLUMBING ROUGH -IN FIXTURE CONNECTION SCHEDULE FIXTURE TYPE SYMBOL SOIL OR WASTE VENTtWATER PIPE HOT WATER REMARKS WATER CLOSET (FLUSH TANK) WC 4" 2"LAVATORY MODEL NO. RTU -1 224 270 L 2" 2" RTU -2 1/2"MOP 270 SERVICE BASIN MSB 3"2" TOTAL (IN,) 1/2" Tr y WATER COOLER / DRINKING FOUNTAIN EWC/DF 2" 2" 540 -- 114" O LOAD EWH-1 RHEEM 20 1500 120/1 REMARK NOTES- OTES:OADA ACCESSIBLE W.C. - LOCATE FLUSH VALVE HANDLE ON WIDE SIDE OF STALL. HANDLE SHALL MEET ADA REQUIREMENTS. (DADA GAS PIPE SIZING CHART (UNIT A) EQUIPMENT EQUIPMENT CFH EQUIVALENT PIPE REMARKS DESCRIPTION (MBH) HEIGHT LENGTH (FT.) SIZE MODEL NO. RTU -1 224 270 105 TVA" O RTU -2 224 270 105 TVA" O TOTAL (IN,) °' Tr y G N CONNECT 448 540 105 114" O LOAD EWH-1 RHEEM 20 1500 120/1 REMARK NOTES' O GAS PRESSURE DOWNSTREAM OF GAS METER BASED ON BELOW 2 PSI, 0.5"W. C. PRESSURE DROP. COORDINATE REQUIRMENTS WITH UTILITY COMPANY. GAS PIPE SIZING CHART (UNIT B) ELECTRIC DOMESTIC WATER HEATER SCHEDULE PLAN MANUFACTURER/ GALLONS WATTS V/PH RECOVERY TANK HEIGHT IMMM REMARKS CODE MODEL NO. RTU -3 224 270 GPH ® 100 DIAMETER (IN.) RTU -4 150 181 175 1Y" O DEG. F. (IN,) °' Tr y G N CONNECT 3]4 451 O S.L. 2" O LOAD EWH-1 RHEEM 20 1500 120/1 6 20 26 O O O O EGSP-20 co O 012 REMARK NOTES: M. O SEE DETAIL. SUPPORT FROM STRUCTURE, x 0 O EQUAL BY STATE, RUUD, SMITH CORP (A.D.). O PROVIDE HEAT TRAPS ON INLET AND OUTLET WATER CONNECTIONS TO WATER HEATER. O WATER HEATER CONTROLS SHALL ALLOW SETPOINT DOWN TO 907. GAS PIPE SIZING CHART (UNIT B) EQUIPMENT EQUIPMENT CFH EQUIVALENT PIPE REMARKS DESCRIPTION (MBH) LENGTH (FT.) SIZE RTU -3 224 270 175 1VA" (D RTU -4 150 181 175 1Y" O TOTAL z� °' Tr y G N CONNECT 3]4 451 175 2" O LOAD ED V REMARK NOTES- OGAS PRESSURE DOWNSTREAM OF GAS METER BASED ON BELOW 2 PSI, 0.50W.C. PRESSURE DROP. COORDINATE REOUIRMENTS WITH UTILITY COMPANY. GAS PIPE SIZING CHART (UEREMARKS EQUIPMENT EQUIPMENT CFH EQUIVALENT PIPE W DESCRIPTION (MBH) LENGTH (FT.) SIZE RTU -I 224 270 231 1It" RTU -2 224 270 231 1V:" TOTAL z� °' Tr y G N CONNECT 448 540 231 2" O LOAD ED V REMARK NOTES; OGAS PRESSURE DOWNSTREAM OF GAS METER BASED ON BELOW 2 PSI, 0.5-W.C. PRESSURE DROP. COORDINATE REQUIRMENTS WITH UTILITY COMPANY. PLUMBING DRAWING LIST: P-1 PLUMBING LEGEND, SCHEDULES, AND GENERAL INFORMATION P-2 PLUMBING DEMOLITION PLAN P-3 PLUMBING PLAN P-4 PLUMBING DETAILS AND ISOMETRICS 11721006 �ooQppO AETG�/sl Ti ssSroNniE�'� 07/09/21 �ERSHIPOF COGUMEM6: OTHER WORK PRODUCT OF MICHAEL E. HARVEY E, LLA FOR THIS PROJECT ARE INSTRUMENTS E TUN TH R PROJECT ONLY ANDS NIL REMAIN THE PRI OF MICHAEL E HARVEY P E COMPLETED OP NOT THE OP MY OP ME INSTRUMENTS OF ANSI OF NICHARL E. HARNEY HE., LLC BY THE OWNER OF EXRN6KN60F THIS PROJECT WITHOUT WRITTEN PERMISSION OF MICHAEL E. HARVEY HE.. LLC SHALL RE AT THE CANNERY RUSH AND THE OWNER ADMIES TO DEFEND. ME66 MIENI RVEO HE.,HOLED FROM ALL CLAIMS, CANAPES, AND PRISING Wi OF UNAUTHORIZEP1� OF 1431RUMENTS OF SERACE BY THE ER ON 6Y OTHERS ACTING THROUGH THE .J, Whea/R u>1 I^ W W :z .j Q CNI co a 0 NU L L 00 z� °' Tr y G N 3 O oN O >4ZV Lo ED V co O 012 z x U y N CID x r,- ` U 0 0 0 cq x V U w F. �ooQppO AETG�/sl Ti ssSroNniE�'� 07/09/21 �ERSHIPOF COGUMEM6: OTHER WORK PRODUCT OF MICHAEL E. HARVEY E, LLA FOR THIS PROJECT ARE INSTRUMENTS E TUN TH R PROJECT ONLY ANDS NIL REMAIN THE PRI OF MICHAEL E HARVEY P E COMPLETED OP NOT THE OP MY OP ME INSTRUMENTS OF ANSI OF NICHARL E. HARNEY HE., LLC BY THE OWNER OF EXRN6KN60F THIS PROJECT WITHOUT WRITTEN PERMISSION OF MICHAEL E. HARVEY HE.. LLC SHALL RE AT THE CANNERY RUSH AND THE OWNER ADMIES TO DEFEND. ME66 MIENI RVEO HE.,HOLED FROM ALL CLAIMS, CANAPES, AND PRISING Wi OF UNAUTHORIZEP1� OF 1431RUMENTS OF SERACE BY THE ER ON 6Y OTHERS ACTING THROUGH THE .J, Whea/R u>1 ui .j Q CNI co a 0 NU L L 00 Lu °' Tr y G N 3 O oN O U Lo R-1 PLUMBING LEGEND, SCHEDULES, AND GENERAL INFORMATION ItiDEW3 o0 ox aw uo' 16 ED I I F I III II , )I k — 4 J II I� II II II 6 II I I I II I L T 7 n II 6 4 II 2 II II 1 I�3 1 1, ♦I L= r_4jI `JI II a I I I I I II I I I I I II I I I I I I I I II I I I I I I XXXXX(E)1"G*j I O II I tNH L I r� 2 - - -SSRSS _ ii -------------f g I Il 1 x W II II \ -Ti II OREMOVE II II I O REMOVE --;I II \ II 6 (E)SEWAGE EJECTOR/SUMP PUMP, ASSOCIATED W/V PIPING. OREMOVE o (E)ELECTRIC WATER HEATER, ASSOCIATED CW/HW PIPING BACK TO MAIN AND FFF r II I II I I II II II II d TO REMAIN AND REPLACE IF REQUIRED. VERIFY IN FIELD. (TYP.) 10 �� METER. VERIFY CAPACITY WITH UTILITY COMPANY PRIOR TO PURCHASING ANY —� L_______________ MATERIALS OR EQUIPMENT. <a>REMOVE zx�� _________- I - CO J II I� II II II 6 II I I I II I L T 7 n II 6 4 II 2 II II 1 I�3 1 1, ♦I L= r_4jI `JI II a I I I I I II I I I I I II I I I I I I I I II I I I I I I XXXXX(E)1"G*j I O II I tNH L I r� 2 3 4 O3 -------------f g I I00 01 � I�3 I IIL0J U q> I /.\PLUMBING DEMOLITION PLAN SCALE: 1/8" - 1'-0" ISO O GENERAL NOTES: 1. REMOVE (E)PLUMBING SYSTEMS UNLESS NOTED OTHERWISE. VERIFY IN FIELD. WORK NOTES: `',REMOVE (E)WATER CLOSET, ASSOCIATED CW/W/V PIPING BACK TO MAIN AND CAP OREMOVE \N heal (E)LAVATORY, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. O3 -------------f g R R x W OO 0 (E)BATHTUB, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. OREMOVE W (E)CLOTHES WASHER CW/HW/W/V PIPING BACK TO MAIN AND CAP. O REMOVE (E)SINK, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. 5 6 /.\PLUMBING DEMOLITION PLAN SCALE: 1/8" - 1'-0" ISO O GENERAL NOTES: 1. REMOVE (E)PLUMBING SYSTEMS UNLESS NOTED OTHERWISE. VERIFY IN FIELD. WORK NOTES: `',REMOVE (E)WATER CLOSET, ASSOCIATED CW/W/V PIPING BACK TO MAIN AND CAP OREMOVE \N heal (E)LAVATORY, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. O3 REMOVE (E)GAS-FIRED WATER HEATER, ASSOCIATED CW/HW PIPING BACK TO MAIN AND CAP. x W OO REMOVE (E)BATHTUB, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. OREMOVE W (E)CLOTHES WASHER CW/HW/W/V PIPING BACK TO MAIN AND CAP. O REMOVE (E)SINK, ASSOCIATED CW/HW/W/V PIPING BACK TO MAIN AND CAP. Oi REMOVE (E)SEWAGE EJECTOR/SUMP PUMP, ASSOCIATED W/V PIPING. OREMOVE o (E)ELECTRIC WATER HEATER, ASSOCIATED CW/HW PIPING BACK TO MAIN AND -c 00 CAP. LuLLI O9 REMOVE (E)GAS PIPING SHOWN CROSSHATCHED. VERIFY CONDITION OF (E)GAS PIPING d TO REMAIN AND REPLACE IF REQUIRED. VERIFY IN FIELD. (TYP.) 10 (E)GAS METER. VERIFY CAPACITY WITH UTILITY COMPANY PRIOR TO PURCHASING ANY C.) U MATERIALS OR EQUIPMENT. <a>REMOVE zx�� (E)CW PIPING BACK TO 12' ABOVE FINISHED FLOOR FOR CONNECTION TO CO (N)REDUCED PRESSURE BACKFLOW PREVENTER. VERIFY LOCATION IN FIELD. 11721006 \N heal a1 I-1 x W W LuLLI :z CANI co U a o -c 00 LuLLI °' zQ C d y 0a) O C.) U Lo3: ?4 zx�� CO W E• Q b O U F N x z N U On y xn Gz] a UIt s 14 o_ PH d xcq x V � w oQppO AEG/sl 'K'>< r FFSSIONAIE��'� 07/09/21 OMERSHIPOFDOCUMENTS ER RORK PRODUCT OF MICHAEL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTSOEFORTHIS FRECT ONLY ANDN S IL WREMAIN THE PROPERTY OF MICHAEL E HARVEY P E LULWHETHERTFRUIECTIS COMPLETED OR NOT. OSE OF MY OF THE INSTRUMENTS OF SEUACE OF WCHAEL E. HMVEY P.E., LDC BY THE OWNER OF EXTENSIONS OF THIS PROJECT WIMOUT WRITTEN PERNISSION OF MICHAEL E. HARDLY P.E.. LLC SHALL 3E AT THE �ERN RUSH AND THE OWNER AGREES TO DEFEND. M E66 MHLEEL E. HAARVEO HOLD ICEC FROM ALL CLAIMS, �, AND ARISING OUT OF UNAUTNMRFED I� OF MICHAEL E. HMVEY P.E.. LLD M�UMEUTS OF SERACE BY THE OR SYO ERS ACHNG THROUGH THE EH ■ =` PLUMBING DEMOLITION PLAN \N heal CS5S,,. LuLLI .j Q CANI co U a o -c 00 LuLLI °' m y C d y 0a) O C.) U Lo3: ■ =` PLUMBING DEMOLITION PLAN WORK NOTES: OCOORDINATE GAS METER (N)GAS REQUIREMENTS WITH UTILITY COMPANY PRIOR TO p BEGINNING WORK. O CONNECT (N)1VA-CW TO (E)1% -CW. VERIFY LOCATION IN FIELD. PROVIDE (N)1V4-BFP-1, SEE DETAIL. OSEE PLUMBING ISOMETRICS FOR ADDITIONAL WORK IN THIS AREA. OGAS PIPING UP THRU ROOF PER BUILDING STANDARDS AND SPECIFICATIONS. COORDINATE WITH ROOFING CONTRACTOR. SEAL WEATHERTIGHT. e1 A M3 CO NN NI PO POO o= DO I 2 I 3 I 4 I 5 I 6 I 7 I 8 CS5A" G'/"g OxN5 w /.\PLUMBING PLAN SCALE: 1/8" - 1'-0" 11721006 a� \N heal CS5A" G'/"g OxN5 w NW :z .j Q CA4 W w � 00 z� °' m y C d > y 0a) ?4ZV In� CO V m co Z O U N b x U f6 y N rn x i` U 0 O Do x V � w �ooQppO AEG/Sl 44. FSS/ONAIE��' 07/09/21 GMiER6xIP OF COCGMENl6: OTHER WORK PRODUCT OF MICHAEL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTSOIEFORTHIS FRECT ONLY AND SHALIL WREMAIN THE CONIOR NOT. HE OF MY OF THE INSTRUMENTS OF SEUACE OF WICHAEL F. HMVEY RE., LDC BY THE OWNER OF OFTEN6KN60F THIS PROJECT WRH0JT WRITTEN PERNISSION OF MICHAEL F. HARDLY RE.. LLC SHALL NE AT THE OWNERNF RISK AND THE OWNER AGREES TO DEFEND. INN IFYHOLD M E66 MHLEEL E. HAARVEO RE., ICUC FROM ALL CLAIMS, �, AND EXPENSES INCLUDING AFTORNEYA FEES ARISING OUT OF UNAUTHORIZED USE OF MICHAEL E. HARVEY RE. LLD H�UMEWTS OF SERACE BY THE ER OR SYO MS ACHNG THROUGH THE .J, \N heal CS5A" G'/"g OxN5 NW .j Q CA4 W U a 00 cW °' m y C d > y 0a) U In� ■ =V PLUMBING PLAN 01 M� xON TOP OF COVER SHALL BE FLUSH WITH FINISHED FLOOR FINISHED COMBINATION Y & 1/8 BEND FITTING WHERE APPLICABL TO BUILDING OR EQUIPMENT I JAY R. SMITH MODEL 4020 ADJUSTABLE CLEANOUT WITH NICKEL BRONZE TOP AND BRONZE PLUG. RATED FOR BEARING FOOT AND MEDIUM LOAD WHEELED TRAFFIC. FLOOR CLEANOUT SCALE: NONE PLUG WHEN NOT EXTENDED CHROME WALL COVER AND SCREW ALLOW 18" CLEAR SPACE IN FRONT OF CLEANOUT — HUB & SPIGOT (TYP.) 45' C.I. BEND MAY EXTEND AS A WASTE OR VENT. FROM CITY OR BUILDING MAIN I VALVE FINISHED FLOOR FLOOR SINK WORK NOTES FOR DOMESTIC WATER BACKFLOW PREVENTER: O 14"BFP-I, REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY, FEBCO MODEL LF860. PROVIDE WITH FUNNEL AND DRAIN PIPING TO FLOOR DRAIN, O WYE STRAINER, FESCO MODEL 650 WITH BLOW DOWN PLUGGED. O 1V4" DOMESTIC WATER MAIN FROM BUILDING MAIN, CONNECT TO (E)I4-CW. VERIFY IN FIELD. Oq 14" WATER TO BUILDING FIXTURES. O SUPPORT BFP FROM WALL OR FROM PIPE SUPPORTS. OEXTEND INDIRECT DRAIN TO FLOOR DRAIN, SIZE TO BE DOUBLED WATER LINE SIZE. PIPING TO BE BE COPPER WITH SOLDER JOINTS UP TO A 1" BFP. FOR SIZES LARGER THAN 1" USE LINE SIZE FOR THE INDIRECT DRAIN BUT IN NO CASE LESS THAN 3" IN SIZE. SUPPORT FROM FLOOR WITH UNISTRUT AND ANCHOR SECURELY TO AVOID MOVEMENT. OPROVIDE TESTING AND REPORT ON BACKFLOW PREVENTERS IN ACCORDANCE WITH THE COLORADO CROSS CONNECTION STANDARDS AND STATE PLUMBING CODE REQUIREMENTS. WALL DOMESTIC WATER - REDUCED SANITARY TAPPED TEE PRESSURE BACKFLOW PREVENTER DETAIL WITH CLEANOUT NOT TO SCALE NO HUB COUPLING (TYP.) LINE BALANCE OF PIPING SAME AS CLEANOUT TO GRADE WALL CLEANOUT (WCO) DETAIL NOT TO SCALE STATE III ETC-2X� EXPANSION TANK SUPPORT FROM STRUCTURE. 1.96 GAL CAPACITY 1.27 GAL ACCEPTANCE VOLUME GALVANIZED METAI RETENTION PAN W/ DRAIN OUTLET HOT WATER CIRC. PUMP, CP -1, B & G MODEL NBF-185, I GPM 0 15 FT. HD. 120V/IPH. 90 WATTS. \ 1 GPM B & G AOUASTAT AOS T 4" 1" i 0-160• F I m•� iF L. B & G AUTOMATIC TIMER KIT TC -1. LOCATE IN FIELD. UNION m TO GAS-FIRED:47 CAS SHUT EQUIPMENT TOFF VALVE WATER I FULL SIZE DOWN HEATER AND OPEN -SITE EWH_1 OVER DRAIN PAN TANK DRAIN VALVE W/ HOSE END CONNECTION FLOOR SERVICE SINK WATER HEATER PIPING DETAIL NOT TO SCALE WORK NOTES: O SUPPORT WATER HEATER ABOVE SERVICE SINK AS REQUIRED. O 2" DEEP GALVANIZED DRIP PAN WITH 1" DIAMETER DRAIN OUTLET. ROUTE TO SERVICE SINK AND OPENSITE. OBALL VALVE (TYPICAL). 6" LINE SIZE DIRT LEG REFER TO DRAWINGS FOR SIZE. ROOF DECK ROOF PENETRATION PERGAS MAIN BUILDING STANDARDS AND _ f SPECIFICATIONS. COORDINATE '-- WITH ROOFING CONTRACTOR. NOTE: VERIFY ALL GAS-FIRED EQUIPMENT GAS INPUT (BTUH) AND GAS PRESSURE REQUIREMENTS PRIOR TO PURCHASING ANY MATERIALS AND PRIOR TO CONSTRUCTION. GAS CONNECTION DETAIL NOT TO SCALE C P�Cf aP R Alt IPiN SEC SpllTO TIaN RCE hw I T 0451 I 'AZA i�l III 3 I I I 1• I 1 a f✓ 4.FLD / LOCNfCT / OF FTION TO SppM1t* INON AFQ. b Np tlCav RIpNIOR IRCCPIIN LpCAECT Tp TI L F'LUMBINU WA51 t & VENT ISOMETRIC SCALE: NONE C PT Cl PAugaP Rc al To TION C� TO PIPI 4Oq,5'1AATOR IN rOS C VAT OF Y + Cp 05 r 44 . I r Ilth( C PfRATFpPING T SfCTSppN Tw PI N 51 V Cg Oq VAIVANor N C, PLUMBING COLD, HOT, HOT WATER RECIRC ISOMETRIC SCALE: NONE 1t PERATfOPING T SECTII A fTw PIP C4ING TQ 5.1 AyAT*T IECC. OF NY IN �w R@At TfOPING T SEGTpA fTw PIP C4Oq S LANG M1 pPATpRyTNIN IfCC. 11721006 �ooQppO AEG/Sl a} 1} FSS/ONAIE��' 07/09/21 OWERSHIPOFDOCUMENT6: OTHER WORK PRODUCTT OF MIQUEELL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTS FRECT ONLY ANDN S IL WREMAIN THE PROPERTY OF MICHAEL E HARVEY P E CCNPi�ORNOT THE OF µY OP THE INSTRUMENTS OF FREI OF WCHARL F. HARVEY P.E., LIDO BY THE OWNER OF EXTENSIONS OF THIS PROJECT WITHOUT WRITTEN PEREISSION OF MICHAEL F. HARDLY P.E.. LLC SHALL NE AT THE WNI RISK AND THE OWNER AGREES IFY AND HOLD HARMMUESS McWETO DEFEND. ELL 'ENo , AND FROM ALLEXPENSES INCLUDING AIFTORNEYSFEES ARISINGOUEi OF UNAUTHE. HAWVEY ORIZED USE OF INSTRUMENTS ER OI SYO MS ACTING THROUGHTH ., \N heal L>'11' 'O, w C /^9 Cole W -z N J Q >OD 04 U a 00 Lu Z rn C If i13 O 0O 0) ?4 zx�� CO V m co Z O U V b x U f6 y N CO x r,- `s. L4 U d O G'FFiD N x V � w �ooQppO AEG/Sl a} 1} FSS/ONAIE��' 07/09/21 OWERSHIPOFDOCUMENT6: OTHER WORK PRODUCTT OF MIQUEELL E. E, LLC FOR THIS PROJECT ARE INSTRUMENTS FRECT ONLY ANDN S IL WREMAIN THE PROPERTY OF MICHAEL E HARVEY P E CCNPi�ORNOT THE OF µY OP THE INSTRUMENTS OF FREI OF WCHARL F. HARVEY P.E., LIDO BY THE OWNER OF EXTENSIONS OF THIS PROJECT WITHOUT WRITTEN PEREISSION OF MICHAEL F. HARDLY P.E.. LLC SHALL NE AT THE WNI RISK AND THE OWNER AGREES IFY AND HOLD HARMMUESS McWETO DEFEND. ELL 'ENo , AND FROM ALLEXPENSES INCLUDING AIFTORNEYSFEES ARISINGOUEi OF UNAUTHE. HAWVEY ORIZED USE OF INSTRUMENTS ER OI SYO MS ACTING THROUGHTH ., \N heal L>'11' 'O, C /^9 Cole Lij � N J Q >OD 04 U a 00 Lu °' rn C If i13 O 0O 0) U �� P=4 PLUMBING DETAILS AND ISOMETRICS 30IION GIRL 3A0W3H ION 00 �Ary :1olaadsul a/ �/ :a;ep EE69-W. - -EOE Je ugj"dsq -ei jof pao 'epees uesq envy suoiPeu00 uegM. ` sak :paainbaa uolloadsul -9)j Wa7n�y) quail :uoiloodsui ao; apepene quo ON ❑ C! /. /Q :aagwnN IIwaad 3 ,-S£ a65. :ssajppV qop :edA1 uolloodsul 331ION N01103dSNI X&V 6e68 (£0£) • eoy/O B38e (£0£) eery uoi;oadsu/ CWS -Wa (COW uolsinip uollaadsul Oulplln8 30018 1V3HM c10 A113 e t � i, l s CITY OF WHEAT RIDGE J Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: ./?/Z Job Address: 4-v 4 AZ Permit Number: 1?/115?,? 7 m 7 ��G�t2ab�L 7- E ❑ No one available for inspection: Time Z,2 f/ S (DM PM `( Re- Inspection required: V No ' When corrections have been made, calf for re- inspection at 303- 234 -5933 Date: iD Inspector: DO NOT REMOVE THIS NOTICE i Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 N CdyatVMa~t ~dge~''+~ Commercial Sign Permit Number 19749 2/2/2006 Inspection Line 303-234-5933 PROPERTY 5900 38th AY Unit: OWNER: Orin W. Moms (720) 280-8027 Description New non-lighted sign. Use Tax $8.10 $8.10 Units: Occupancy: Walls: Roof: Stories: Sq Feet: 0 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restric' sof record; that all measurements show adagegatioas made are accurate; that l have read antl agree to a bide by all conditions printed on this application, an at I assume fua respo,9sibinty far pH ith the Wheat Ridge Building Code (L.B.C.) and all other applicable Wheat Ridge ordinances, for work u is permit w SIGNED DATE 1 This permit was issued I. accordas ith the provisions set forth in year application antl is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of heat Ridge, Colorado or any other applicable ordinances of the City. 2 Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work nuthmized on the site by such permit is suspended or abandoned far a period of 180 days after the time ofwork is commenced. 3 If this permit expires, a new permit may be acquired for a fee of one-halrthe amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4 No work ofany manner shall be done that will change the natural flow of water causing a drainage problem. 5 Contractor shall notify the Building Iaspectof twenty-bur (24) hours in advance for as inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6 The issuance of a peoulyor the uppryveivfdrawirep m] specifications shall not be construed to be a permit for, nor an approval of, any violation of the Thursday, February 02, 2006 Page l of j Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 7 *H r~} ctvm~c EGdye I Commercial Sign Permit Number 19749 2/2/2006 Inspection Line 303-234-5933 PROPERTY 5900 38th AV Unit: OWNER: Orin W. Morris (720) 280-8027 Description New non-lighted sign. Authorized By Zoning Approval Authorized On OK Zoning C-1 2/2/2006 Approved By JH Thursday, February 02, 2006 Page 1 of 1 COMMUNITY DEVELOPMENT DEPARTMENT of WHEar BUILDING INSPECTION LINE- 303-234-5933 Po CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 (303-235.2855) roLORA a 1PPL V- X PropertyOwner: jv O'YrJr Property Address: 5 90 b k U t= Contractor License No.: Company: Building Permit Number: Date: Phone: 7,,10 `ad ,s -7 Phone: OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building Dept, Valuation Figure: $ 1 hereby certify that the setback distances proposed by this pernit'application are accurate, and do notviolate applicable Ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance with the Wheat Ridge Bu Ing Code (I.B.C) and all other applicable Wheat Ridge ordinances, forwork under i permit. Plans subj;IIct~? ~711 Inspection. X Value:$ PenTrit Fee:$ Plan Review Fee: $ se T x: Total:$ Use of Space (description): W o 1 'L g h 4_iE17 Description of work: Sq. Ft. added ONING COMMENTS: Approval: J(7• 'L• y-Otp Zoning: C~l BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: BUILDING DEPARTMENT USE ONLY ~ X006 Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwasIssued in-accordancewith the provisions set forth In your application and Is subject to the laws of the state of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expirelf (A) thework authorized is not commenced within sixty (90) days from Issue date or (B) the building authorized Is suspended orabandoned for a period of 180 days, (a) If this permit expires, a new permit may be acquired fora fee of one-half theamountnornallyrequired, provided nochanges havebeen orwill be made in the original plans and specifications and any suspension or ebandonmenthas not exceeded one (i)_year. If changes have been orif suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit (4) No work of any manner shall be done thatwill change the natural flow of water causing a drainage problem. (.5) Contractor shall notifythe Building Inspectortwenty-four (24) hours In advance for all Inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, anyviolation of the provisions of the building codes or any other ordinance, law, rule arregulabon. All plan review is subject to field Inspections, ROCKY MTN* CHOPPERS,' 0„ APPAREL -NOVELTIES -PARTS ~ 1s' 18" ROCKY MNT. CHOPPERS 10" APPAREL ETC. / Cut out plex with gold jewelite trim Peg mounted flush to wall Non lighted W, M Black letters 3k: > CERTIFICATE OF OCCUPANCY Permit Number _ 1 5¢8 CITY OF WHEAT RIDGE 7500 W. 29th Avenue Wheat Ridge, Colorado 80215 Date /11Lz002 This certificate verifies that the building constructed and/orthe use proposed of the building and/orpremises, underthe above permit numberand on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER Fred L. Spallone Inc ADDRESS_ 5900 W. 38th Ave. CONTRACTOR Artjctir Planp PROPERTY ADDRESS. 5900 W. 38tb Ave.. Wheat Ridge. CO 80033 LEGAL DESCRIPTION: FOR THE FOLLOWING PURPOSE Tenant Finish Use 5 No change shall be made in the use of this building without prior notice and a new Certificate of Occupancy from the City of Wheat Ridge Chief Building Inspector l/ Zoning Administrator Date: JA 4 A Certificate of Occupancy or Completion has been requested for: ADDRESS: n i F2S tf _ PURPOSE or STRUCTURE: jP na yjj an "C h Building Department Remarks: Zoning Remarks: Public Works Approval: Remarks: Fire Marshall Approval: (if Applicable) Remarks: Sanitation District Api (If Applicable) Remarks: Water District Approi (If Applicable) Remarks: INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE INSPECTION RE JOB ADDRESS. t U IT kJ .J/) i \ `J BUILDING Pq~iT ERMIT NO. DATE ISSUED OWNER / l_ t C\Y( z7 T2 ~J~~ K 9-- CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH (303) 234-5933 CORD',s I~ C\ YPE OCCUPANCY EAST WEST Caissons or Monolithic Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical tjA' y-9,9- o le Plumbing G, jf cu /7 Got Air Test Gas Piping Rough Heating & Ventilation 1 6 Q (above must be signed prior to framing inspection) L Framing CAA 3 02 tpsulTr Drywall nailing G, S /3 G .7 Aeet+ng- ,Ration Final Electrical at - 2 --o 2-- Plumbing oZ Heating & Ventilation ~j Frame qc _ 4 o 02- R.O.W. & Drainage Fire Department Parking & Landscaping ®G CIO _711010Z, Ift OCCUPANCY NOT PEF&TTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Place in Front Window is i Out 77.., A Ue lsVe u 00 INSPECTIONS INC. (303) 857•6490 professionat inspections over~ ears ~ r•f ~ F. ~ Date: ~ Client: (Client s given original report. Any needed copies should be obtained througki client, since inspector keeps only a carbon.) This is to certi£y that the 1, only at the following property ha. been ip~ed by my elf on ~ Property Address: 4759[3R3 <if~ ~ ion: V ~ p,V 7917 NOTE: Inspections and this inspection report aze provided only in accordance with the terms and conditions of the SEE Inspections, Inc. Authorization for Provertv Insvection(s) and Revort(s); and Contract For Inspection Services; and reader is advised to refer to the authorization and contract regarding any specific conditions and/or terms in question. Copyright O 1987 SEE - Inspections. All rights reserved. Kenneth B. Hickey Sheet 1 of-l- MAR-26-2002 15:58 LSE-PRTY PUMPS 525 494 1835 P.62/07 . er ' ~ ix 1100mwSERIES Factar°y Pre=assembledR DUPLEX S A~'`iE SYSTEM FormufFi-uiait resirlenfial and rmmerciaf installairons requiring the sacurify of two pvmps. 30'RX 36" $2SIA 110 GQlIOn Caj7aC6f1/ -HOTeytoo'se~;~ sy~ reqw~ a sepr~sly nrtlered cortV91 pansffvr ¢atom~ic ope~lon snd attamatlon at pamps.FtbEssam 3nduied ~ part oi the co~mol pansl antl arc pm~mourtstl in sysbm wfienthe co~drd Is ercleta5 Wtththe basel7oD-Sarlasunii.5ea AEserfm ucerasu,s orcoiwwutr;actery fnrpnpercvttlml aeteetieR. Facinrypro-assembted wiih any ofLibetty's 6` Series sewaoe pumps.,.you setect the pum~p,and aoniroi panei - ~i_ve 6ur7d ihe sysiem! 2° ar3" discharges avait2bla FEA7'UR°ES: • HDPE structurai foam Irasin; 3011 diamgterx36" high; 420 gaIIan aapacfty • C.ompfetetyassemblerl syststn Wdh PEPi'ud inc}uded • Floafs lar control unit iaciniy pre-set, see *note. • 4" cast iren, caulking-type iNet hu0 • fleavy, 4I4° enamel coated sfeei coverwlth separate 3118" pump aocess covers actd a 10° dameter mspection cousr. (Fbergiass caver S559ISti]1y SV8i18b18.) + Pump eestraints gaa'yue- s#aps) hold pumps,secuteiy in proper pasPt~'ans. - MAR-20-20P,2 15:58 LIBERTY PUMPS FEATURES: U Fumy~ J "ber M = ERIE FWAi.7E f-iVMPr7 2" So/ldS-Handfing 112 hp : • ~ ,iN• LESiM'I15I4 132, Manuat LES4k 1YS1l, 13a, Avtomatic LE52Nt208-230N, 6.8a, Manuai lE52A 208-234V, 6.8a, AutoroatFc AtitOmatic modetsieawts s mnrcury-free wdd~gl9 floatwiFhsariespivg-allowstormanu6loperatlon a' pumP =Pwixm imm sxieWt. 565 494 1239 P.04i07 172 GPM at. 70° TDH 25' Mazimum NeaG • Heavy casE iron eonstrucEion • Oii filled, themsatly pmtected mbtar • permanetftly (ubricafed bearings • 2-vane, corrasion res[siant *HYTRELO impelier o Ati stalnless staeI Sasteners and mtor shafit • t2aiek-8isconnect power corrl aprnvs repiacr merct ef cord in seconds wlthout breaidng seafs to rrtator • 19' Utappraved power eord-standard (20' and 30' aptianai} •}IY7'RELO Is sioglseered roadcmark of ouPom aolymars MAR-20-2002 15:59 LIBeRTY PUMPS LESQmSERIES r~~~~~CAL SPECwF~~ArIQNS pUMP 7he pump(s) shall be modei 2s manufactured by Liberty Pumps, Sergen, NY, or equal. The pump(s) shall have a capaciiy of _ GPM at a total dynamic head af _ feet. NEotar size shall be 1/2 horsepower, single ph2se, 60 hz and _ volt operation. MOi"OR Tne pump motorshaft be of the su6mersihle type, oil fiQed, hermetica[ty seated and shall be thermal[y protected. The overload elemerrt shall autamaticalty reset when motor conis. Motor windings shall He of #he ciass B insutation ravng. The rotor shafk shall be made ai41o stainless steel and shall he supported by lower bronze and upper s(eeve bearings_ The power cord shall be of fihe quick-disconnecY design aEtowing replacement af the cord without ' breaking seats to the motor and/ar oit chamber. 585 494 1339 P.05i87 /NlPEP L,ER T I he pump shall have a 2-vane serni-open impefier capable or pa,ssing a 2" sahsrica( solid. SE4L The shaft seal shall be oi the carbon/ceramic uniriz=d design, with BUNAiN elasomers and stainless housings. EXTERNAL COIVSTRiJCT70lV The pump vofute, legs and rnotor housing shall be gray iron cas[ings, c(ass 25 or batter. Fi11 c2stings shall 'oe enamel coated Beiore assemhly. Ali 'rasfehers shall be of 300-seri2s stainless steel or brass. L.EPI€!. CCIWIROL Automatic uniis shall be controtied by an ac3justahle. mercury-iree. wide anglE float switch. Float cord shatl be equipped with a series plug ' for manual bypass operation. NlODECS HP _ 1/OtTS PHASE AIi9PS f3tSCHAR€'iE At9}"CJJMfi7'/G tMPE' r eR v ,.«~n n®r ~ ~~~A s'x' 2-VA NCScM{^OPEN LEB7A 1/2 '1'1a'"" 2-VANESEVlI-OPEN LE52M 112 230 1 8.8 2" FNPT NO 2-VAN'e SEMi-OPEN LES2A 712 230 1 6.8 2" FPiPT YES 2-VANc S2M1 OPEN 70' cord standard en abave medels. For ZD' or30' eord op5ons, add a"-2" or "4" suf'nx io nodei numbsr. Example: LE51A-2(20' card) . DdN1EN5101i►AL DATA: Weight LE31 M: 99 L6S. Height 12.75„ Major Widits:10.75° (manuai modeis) Maximum tluid #emperature 140 dagrees F. ~ a e~ m . • Ger[ified Giiy of LA certification availabls (5peclflefltiene ¢uBieetta e13n9e WitMout mtieG ~s S ~ ~io 6 a s a N PEFiF'ORMANCE CClRilE ~ c v d O 4T25 iiPM 2s ZS zo 78 12 20 ao ao eo 100 120 ico' U3. Ga(tons Per Mizuie f o zz az ¢.a e.a Uw o Pe[Sccond ~ we_-_ n.~~~ ~ 1 7huri~rO~na+rc a 74R7I ~DN . De,-- 11i_"'_v__i_ .awww - MRR-20-2002 15'59 LIEERTY PUMPS 525 494 1839 P.06i07 IN O ~ u TMs ~ ' Provides mLiab(e afternairng ogeration of two pumps witt~a autorrratia override cvnfrof irr residernFial or co.mmercfei irrstallations Common applicafiaRs . include sump basins, etfluerrt or sewage porrrp cCsambers and /itt statFons. S'F'ANDARD FEATURES.• + Maghetic Mofor Contacturs • HOA sw7tches (iirtemat} ° Cueen pump run indieatoes (infemap ••Cantro! OW4PF swltch [mtemaq • CottfrvVAtarm poxreesnn Fndieator {IitlemaQ • CiCCUit bteaker5 = Easywiting termfnal bfocks • Vlisual and audibie atarm QTFtER AVAULA13LE OpT/QNSe • Atarm ba1E • Seai faPt indicatat • Redendarrt vff • Anti•cotzdensatton • Cyde cantrter heater < Dea3 front • PiiotSreaicer • Main tlfsconnect ° OVetload resgt, t77[7-dQ9P • Ma5h81' ° B03COR 8G87d • Manuat alarm reset ° TI'IBfl778I CLttOL!'~ ~ Power on ligfrt , E1apsed time meter • Lackatrle iatch • Aelay timer • Overiaad protection • Altemate heacon eolor . Lightning arrestar • High artd low }evef , GP1 convanieatce recapiae[e indicators All AE-saries panets are 5hipped comp7ete with floats. Sfandard cord tength is 20 ieet MfaR-20-2002 15:58 LIBERTY PUMPS 585 494 1839 P.03/07 !JIOO=dLiER/fowV DVPLEX SE'RAGE SYSTEM TECHtUICAL SPEClF/CAT/ONS s°YSTEM The duplex sewage system shall 6e model . / as manutactured by Liber'ry Pumps, or aquat. Tne system shalf bs iactory pre-assem- hied wimthe pumps, steel discharge pfpe ntpples and floats pre-mourtad in the 6asin. Valume per pump cycle shalt ha factory saYa:28 U.S. gsinns. F{oais shail6e.tetttered to a remova6la stand pipe/access cover assambly. BASI►1( l7te besin shall he constructed of higfi density polyethy4ene StNClltral foam and shal] have afotal capacity o7 710 U.S. gallons. Dimensions shall be 30" diamater X 36" deep. 7he hasin sha[t be provlded wiih a 4" cast iron caulking-type inlet hub and moided'YOrque-stop5~ to secvre pumps in propsr pcsiUon. co[/ER The primary eover shal[ 5s "heavy-duiy" 1!4" plate skeel, .enamet-coatad` on boih sides. The aevershe0 be 34" in diameter and have {2" or 3'~ dtscharges and vani flange, The covershaii be rltLed wlth two 16° dcameiar pump access openings and one 10" Inspection cover with i:,.eg ra] s'tznd pipe for floattethering. Tha caver 2ssembly sna11 be pmvided with ai1 nacsss2ry bolis and gaskets formounung io basln. PUM,t'S See individual L-Series fiteratUre shmtiorspecificziians 0o the pumps Selected. D%ATet1Sl0►721 Def2; ~ 0 ~ v qo 10' 2" Discharge Madels M'ObEL FIP pUMP PHASE . WElGHT NUMBER VDLTAGE INCBS. 11021E.E62M 4110 715 S 197 1702lLE52M 712 208-230 m = 1 201 7102JLE71M ' 314 175 1 237 5102lLE72M 314 208-234 1 237 17021LE73M 314 208-23D 3 237 1102JLF/4M 314 440-480 3 P37 1102/LE75NS 3/4 srs-soo 3 237 1102/LE102M 1 208-230 1 239 7702tI.E103M 1 208-230 3 ' 239 . 19D27LE704M 7 440-480 3 239 4102J1E'105M - 'I 575-800 3 239 Spvearrcstimti; ere snbjeGm ehenge wkneutnonr.e. IIVtPORTANT. Contrat panel mu5t be ordered separafeiy. AE-Series pdJlelS RIUSk bE IR3TCF19C t0'f378 amperage Di ine pLunps selec.ed. See AE- Saries Iltercture or nonsuY factory for praper selec5on.i-SOQ-543-15$p For 3" disciiarge modets, cfsange #,e modei prsfsto 21031,., Example: 7103fLE5YM (add iS 16s, to wgt) fndividual part numbers for 6asins & covers Part # Descripffon 457900D 30" x36" basin "71000 GoVer, 2" discharge & vert wiih hlank inspe^,Yion oover 4472006 Covar, 3" discharas & ven: with blank inspection cover 4516000 10° inspection coverwrthfla2:fYeefor 3-ftaaY conirel (fleats not included) 4517000 10°fnspeC10ncoverwiYh4{oa:treeior 4-11eai oonvol (ffaau not Included) LiberiyPumAS • 7000,4ppJe FreeAve. • 6ergen, NevrYork744]6 ° Pbone 1 (800) 543-3550 Far (7iSj 434-3835 . Wab Site: www,libertypumpsenm 7asseoa Aaim MRR-20-2002 15:59 LIBERTY PUMPS SPS 494 1839 P.07i07 AE-SERlES DUP-LEX PUMP GONTROLS s7an►Dat3D FEasURes EHCLOSUEIE':12"x70"x6";NEMA4X-ulkraviafot CON7FtOL,lqLpRINFUSE skabil¢ed thetmopiastic for outdoor; NEMA'1 - GONTROU4LqRM F~WER ON 1NDiCATOR: moun:ed metai for indooc use. Cartatn optiorrs may increase andosure size. on circult board. MAGNEfIC NIOTQR C43N3'ACT6R: ConTmis putttp by switching hot electrieat Mes. WOA SWI7CtiES:Otiarmanual operation ot pump on circult boarrt. GREEN PUMP RUN INDICATORS: mountad on circuif board. CONTROL dWOFr SWITCH: moUn.ed on circuit bpa+'d FLOAT S1NfFRH TERMINAL BLOCK: mounted on circutt hosrd. 'V~ ~~epsnolsmeeeure7a°s12"xE°.MWthtaotrariiafomner(209/2co(48D p ryJpmvides'120Veommtvalisge.M,obrpmteetlveawlror, providr edusre6le aveciaatl, 6rench clreulx pee[eetton and Pump olseonnee~ MCIDEL SPECIFlCAT/D/tlS FLOATSTATUS INDtOATORS: sEop,leaC, lag/alarm, siarm mounied on eircuit 6oazd. CI$Ct12T BREqKERS; pruvide pump discpnnec: and branch circutt protectfon PUMP IFfPUT POIAIER AND pllTAp CONNECT[ON TERMINAt BLGC}€ GR'OllND LUG ALAHM PACKAGE: NEMA 4x = red 6eacan and hom (63 to 85 db), exiertor test/normallsilence switeh. NEMA t: Doormourrted rert indicaiorand 6uusrmounied intarnaily (83 to 85 dh), exteriortesVnormaUsi7snce swkch. MCDEL. t/flL75 PHASE V:*UL'G~-i~%JD%YvIP - ENGLASURETYPE FlAATS ~':(~lqst;maltl jptlI , ft SlnslePhase t AE21Lw3 116J230 7 '"=~Or~'2sin••.., NEMk1 3 AE27W=3 7751236 7 6-7h5~incs~'-•'"` NEMAt 3 AE271.e4 175l230 7 ;:~➢'-~7tiejjl"5:-Z: N'cMAt 4 AF2'IH-ti 1151234 ~ :.::g;1S.afaiCS:.. NEMA7 4 AE24L-3 1151239 ~ ~•-...0 ;.as8lii S:' NEMA 4X 3 A 4H_3 ri5128o 't =~H.. 6>e"tjj 1IE1AA4x 3 AEPAL=A 776/230 NEMAdz a AF24H=1 NEMA ax 4 Three PhssP' AESatfl-te7 208734alaeU 3 _.::ziA -2;5 sinps.: NEMaaz AE34=3-047 2011/2401480 S ~;'C2-`82$in S-:'• IVEMA dx 3 AE344-ifi1 - ' 20912401480 NE67A4x 3 AE34.3-177 208l24D/480 a ' :.G,S •.5.3:'sm`'s NEMA ax 3 Ad4-4-137 208/2401480 3 •.::7:8-•26.sin : ' NEMA4x 4 AE34=1-147 201240/A80 3 ;"•22=8."~Liaiilps NEMAM1x q Ap4=s-767 208t2a01480 3 =-g:6?'ai0~9m'Si: NEMAax C AE94=4-771 208@401481) 3 :r?'•:4;5-+fi;8sinp's, .y- NEMA 4x G AE644427 G/b 9. ^'?'.3M~.°-t21U7a0ip~ "y NEMA4k 3 AE54=S-127 575 'Aeinp3:.::`v N'eMA 4x 4 Duplm[ Panels ferSG202 Gimder PumPs Onty (See SG202pUmp Irtera&iietqcddalfed:spe~eaLOaS ofAEGpentels.) AEG24e3 230 NEMA4x 3 AEG2" 230 NEMA 4z e ' NDTEfsESeriespanol5cnmewiNrveriab/eemprangesandmvsthe 'ThreephaseAans/seomeequippedv~iihfhermefowdoatlpmtedi~ orJeredwNhthscvrre.^:tnatehingfuttloadamparegetnthatotthe thetmuattreproperlysaedbthepump'sfulfdoarlrurtamps.P/ease pvmp(sJ6eingusedUseFheeharFabovetosrlectthepmperamp cpnsultfaetnryfnYproaerpmre/selecfion.Alfthreephase"s2sndard" rangeorcansulFihePactoryfarEaehnicefessisfaoce peneiscomewl7hMEMA6Xenetosure. SWiTGtf SP.EC/FICATlOAiS All standard duplex panets come equtpped with {3) or (4) CABLE: P(exible 79 gauge, 2 conducfor pilot-du'ry float sWitches (depending on modef}. 20' cord standard. 6ptional tengths avapabte. Pifot-duty floats aze ELECTRICqF,: 5 amp,120(230VAC, 50/SOHZ internaAy weighted forapptications wherethe switch c2q PLOAT: High impact PVC ba suspendedfrom abwe. (Exiemat weigkts or pipe e12np 140 dagraes F. maxhnum Ttuld #smperature maunts optionai.) tp Llberty can cvstomize a panel to yom spedflc pump Ouel eeteryeeNpeaaan ivr " y0v needs Pleasa mrrfacf us foravaf(abte apffons and s +~u~xoasm~ee~aceneae. orrlerfnginformatioa. LISM i-BUO-543-2580 (9peCi4Catlons.u6jmtmchangnwryryouf nwlcaJ Liberty Pumps - 7000 Apple Tree itve. • Bergen, Neov Yark 94416 • Phone 1(800) 543-2550 Fax 1716f 494-1939 iNeb Site: vrww.libart3rpumps.cnm 72630OO Ramt CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303): 235-2857 Fax INSPECTION NOTICE c Inspection Type:,?/,_-„,0_j -r/'I s az- Job Address/Permit Number:,5 59,, ❑ No one available for inspection: Time AM/PM Re-Inspection required: "Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: _W Inspector: I i V DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Date 17532 8/9/2004 Property Owner: Property Address Contractor License No. FRED SPALLONE 5900 W 38TH AVE 19226 Phone : 431-6374 Company : Ad Lite Sign Co. Phone : 399-3334 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OW NER)(CONTRACTOR) SIGNED DATE Description : 3' X 5' STEEL SIGN (OVAL) WITH NEON LETTERS Building Permit Number Construction Value : $900.00 Permit Fee : $46.43 Plan Review Fee : $0.00 Use Tax : $10.80 Total: $57.23 Use: BUILDING DEPARTMENT USE ONLY SIC Approval : MR Zoning : C-1 fib- ng,Comme s Approval: 8/9/04 Sq. Ft. : MUST MEET 2002 NEC. MUST MEET 110 MPH 3-SEC WIND GUST Approval: Occupancy : Walls Roof : Stories Residential Units : Electrical License No : Company : Expiration Date Approval: Plumbing License No: Company: Expiration Date Approval: Mechanical License No Company: Expiration Date Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with suc essive ph fmlgj (6) The issuan rtnit a approval of " gs and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisio o uil ' cod~.or er ordinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of "NFq'r BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) CO~ORAOO APPLICATION Property Owner: "Fp'- S "7V Property Address: ..`'67O-0 tU, 3~7f( A-LL Pho L13 ( y'3'ycr Contractor License No.: Company: AD LAGHT(;~-SIGN OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR): SIGNFD DATE Construction Value:$ %pv Permit Fee:$ Plan Review FeeI Phone: Its Tax:$ Total:$ (OW NER)(CONTRACTOR):PRINTED Description: 3 ° S ; Sl& (ovAf-) Wi 9 M6-A) Sq. Ft. added BUILDING DEPARTMENT USE ONLY COMMENTS: Approval: ` Zoning: J s >COMMENTS Approval: WORKS COMMENTS: Approval: Walls: Roof: Stories: Residential Units: 4& 0- . :Z-- , Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension orabandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-tour (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shag not be ConsWed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official C a 0® 11 u v , DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13548 BUILDING INSPECTION LINE - 303-234-5933 Date : 3/12l02 CITY OF WHEAT RIDGE ` 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: FRED L. SPALLONE, INC. Property Address : 5900 W 38TH AVE Phone : Contractor License No. : 21227 Company : Artistic Plane Phone : 903-1702 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicab eat Rie odi c s for work under this ermi . (OWNER)(CONTRACTOR) SIGNED DATE_ Construction Value : $15,000.00 Permit Fee : $251 25 Plan Review Fee : $163.31 Use Tax : $225.00 Total: $639.56 Use, !'J6nj /a5"0 Description : TENANT FINISH - PARTIAL CLOSE-IN OF WAREHOUSE SPACE. BUILDING DEPARTMENT USE ONLY ~.~j.... SIC : Approval : MLC INTERIOR REMODEL ONLY Zoning : G1 Approval: DM Approval : Occupancy : Walls Electrical License No : 21229 Company :Ray Kempa Electric Expiration Date : 2/28/03 Approval: ok/ks OK PER PLAN COMMENTS. 3111102 Roof : Stories Plumbing License No :20580 Company :Circle H Plumbing & Heating Expiration Date : 8/31/03 Approval: ok/ks Sq. Ft. : Residential Units : Mechanical License No : 20808 Company : R & M Specialties Expiration Date : 10/16/02 Approval: ok/ks (i) This permit was issued in accordance with the provisions se[ forth in yopur application antl is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ritlge, Coloratlo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days fmm issue tlate or (B) the building authorizetl is suspended or abandoned for a period of 720 daya (3) If this permit expires, a new permit may be arquired for a fee of one-half the amount normally required, providetl no cnanges have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shail be tlone that wiil change the na[ural Flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspeclions and shall receive wririen approval on inspection cartl before procee with succes ive phases of the job. (6) T a/Q(~~orthe approval of drawings and sPecifralions shall not be constmed to be a Permit for, nor an aPProval of, anY violation of the mv' ion of p ~f d' codes or any other ortlinance, law, rule or regulation. Chief Building spector , oF WHEq r DEPARTMENT OF PLANNING AND DEVET,OPMENT Building Pertnit Number: ~ BUII,DING INSPECTION LIlVE - 303-234-5933 Date: ~ m CITY OF WHEAT RIDGE 7500 WEST 29TH AVENLJE °otoaPO~ R'HEAT RIDGE, CO 80215 - (303-235-2855) ~~~UCATtON ProperryOwner.rQ.tD L SP0.LLD4Ei 1NC. Property Address: 5'9DD W 38M RUE Phone : Contractor License No.: Company: RQ.~~15fIL RPtNE Phone:-SE)l 90l IIDZ OWNEFUCOR'TRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ~ Ihereby ce 3,~Oa rtifythatthesetbackdistancesproposedbythispermitapplicationazeaccurate, Construction Value:$ / and do notviolate applica6le ordinances, mles or regulatioas of the CiTy of Wheat Ridge or V~ covenanls,easementsorrestricGonsofrecord;thatallmeasuremenisshown,andaltegazions . PeRriltFee'$ L ~ made are accurate; that I have read and agree to abide by aIl condilions printed on this Plan Review Fee:$X-.16 application and that I assume full responsibility for compliance with the Wheat Ridge . Building Code (U.B.C) and all other applicable Wheaz Ridge Ordinances, for work under . U50 T3X:$ tlils pemit. TOtal:$ (OWIgR)(CONTRACfOR):SIGNED ~ DATE~L - Description:- ~ BUILDING DEPARTMENT USE ONLY t.: zoHIHeCOmmeHrs: SIC: Approval: IY~C ~ zoning: L- BUILDINGCOMMENTS: C~- /f✓ ~ HQ/~ CQ/YL~l18~3 ~i Approval: ~ ~ PUBLIC WORKS COMMENTS: Z ~ ~ Approval: 'i Occupancy: WaILs: Roo£ Stories: Resi ectrical License o: um mg License No: ec anical License No: Ezpirarion Date: Eacpiration Date: Expiration Date: Approval: Approval: Approval: (1) Tltis pe(mit was issued in accordance with the orovisious set forth in your aoglication and is snbject to fhe laws of the Stxh of Colorado and to the Zoning Regulations aud Building Codes of Wheat Ridge, Colorado or any offier applicable ordinances of the City. - (2) This pemit shall expue if (A) fhe wock authorized is not commenced within sixty (60) days from issue date or (B) the building auihorized is suspended or abandoned for a period of 120 days. (3) Ifthispmnitezpixes,anewpeemitmaybeacquiredfocafeeofone-halftheamovntnomallyiequ'ved,providednocha¢guhavebeenoxwill bemadein the ortgi¢alpla¢s a¢dspecificafions and auysvspeasion or abandonmentliac mtexceeded one (1) year. 7fchmges have bern orifsuspension orabandonment exceeds one (1) yeaz, full fees s6all be paid for a new peimi[. (4) No work of any mannv shall be done that will chenge ihe natu[al flow of water causing a drainage problem. ' (5) ContractorsIiallnotifytheBuildiugSnspectortwe¢Ty-four(24)hoursinadvanceforallinspecfionsandshall receivewrittenapprovafoninspectio¢cazdbefore proceedingwithsuccessivepLasexo£thejoh. . (6) The issuance of a pemit or the appxoval of drewiugs a¢d speci$cafions shall not be cons4ued m 6e a pumit foq nox an approvat of, any violaHon of the pr ' ions of the building codes or any other ordinance, law, cule or regulafion. . Cb' f uding Inspectar Fred L. 5pallone, Ir.c. 570 Hwy 287 BroomfieId, C;olo. 80020 RE: Cabinets & Cotcntertups Subject: 5900 W. 38'" Ave To Whorri It May Concern: Ma*c;i 5, 2001 Fred L. Spallone, Inc.owner arid landlord of ihe above properry tave given pernussion to Cabinets & Countertops to lease the building for the proposed uses that they are submit'. irr? [o you. ~ Th;u~ic You Lb<Spaiione Pres. Fred L. Spallone, Inc. TiJTAL P. 01 F.- eJ5 771' Co v To , , ~ City of Wheat Ridge, Colorado F;rrildiuig Division Plan lieview Correction Notice Address: 5900 lV 38t" Avenue Owncr: Spallone Coutractor: Artistic Plane Projcet: Commercial Remodel Occiipancy: B F1 Valnation: $15,000 Dutc: Marcn 11, 2002 V• 2. 3. 4. 5. 6. Sewage pump station must meet UPC Section 710 regarding minimum line size, backwater valve, dual pumps, etc., the pump proposed does not meet these requirements. Provide one-hour fre assembly details for existing wall between Alpha Glass and salon area along with a horizontal one-hour occupancy separation for salon ceiling. Provide structural calculations for storage loading of area above salon to meet 250 psf storage loading. Label all doorsbetween salon and F1 occupancy as one-hour lisied and labeled fire assemblies. One exit that discharges directly to the exterior of the building will be required from the F1 occupied area, indicate on plan and provide exit lighting and structural information for penetrating exterior wall. Due to F1 occupancy exceeding 2500 sq ft a building sprinkler system will be required, contact Wheat Ridge Fire District for requirements. Provide information and specifications for fire/smoke dampers being installed in one-hour assemblies at HVAC penetrations. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions please contact me at 303-235-2853. Thank Darin Morg Codes Ad i ' trator Cit,y of Wlieat Ridg•e, Coloritdo Bitild'uig Divisioj► Plan Review Correction Notice Address: 5900 W 381h Avenue Qivner: Spallone Contractor: Artistic Plane 1'IPqjcct: Commercial Remodel Occupancy: B/?? Valnation: $15,000 Da~c: March 1, 2002 1. Plans to be stamped by a Colorado licensed engineer or architect. 2. Provide a letter from the owner stating the proposed use of the warehouse area. 3.~ ubmit a complete codes analysis for proposed uses. 4✓ Provide a handicapped restroom detail and elevation to confrm wall covering requirements and accessibility heights 5✓ Submit proposed and existing wall details, walls to be taken to roof deck behveen salon and warehouse area due to furnace being located above salon area. 6.✓ Provide ceiling framing infermation for salon area. 4:~-2868 door between salon and warehouse does not meet accessibility requirements for maneuvering '>7 clearances. 8,. Provide complete plumbing plan to include pipe sizes, sewage ejector specifications and details. 9. Provide complete HVAC plan with furnace specifcations, diffuser sizes, pipe sizes and types, etc. 10. Provide letter from property owner approving proposed alteration. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions please contact me at 303-235-2853. Thank Cades 1jbe~ty Models LE40-Series-' 4/10 HP LE50-Series- 1/2 HP LE70-Series 3/4 HP LE100-Series 1 HP Contents 1.) General Information ;.2),i7helBasitUge,4 a. ea=.; 3.) 'Installation - - 4.) Electrical Service & Operation 5.) Maintenance & Troubleshooting IMPORTANT: Prior. to installation, record Model, Serial ^ Number, and Code number from pump.. - nameplate for future reference. LilaerWrumvs 7307 Lake Road, Bergen, NY'14416 r"^ Phone (716) 494-1817 It'be ®f M bertypumps.com 1_' 1 1 ' 4 1 u Before installation, read the following instructions carefully. Each Liberty Pump is individually factory tested to ensure proper performance. Closely following these instructions will eliminate potential operating problems, assuring years of trouble-free service. WARNING: RISK OF ELECTRIC SHOCK. Always disconnect the pump from the power source before handling or making adjustments. DO NOT use these pumps in water over 140" F.. , Model HP Volts Phase Full Load Solids FNPT Automatic br` 'Shut-off I Amps Handling Discharge .1 Manual* Head 4/10 115 2" Automatic 17' 2" Manual' 17' LE51A 1/2 115 1 12 2" 2" Automatic 25' 'LE51M 1/2 115 1 12 2" 2" 'Manual 25' LE52A 1/2 208-230. 1 6.8 2" 2' :Autonnatl&P;,'- 25' ' " 'LE52M 1/2 _208 230 _ 1 6:8. 22 2'_. . Manual 25 LE71A 3/4 115 1 12 2" 2' or 3 Automatic 28' LE71 M 3/4 115 1 12 2" 2' or 3 Manual' - 28' LE72A 3/4 208-230 1 6 2" 2" or 3" Automatic.- 28' 'LE72M,. 3/4 208-230 1 6 2" 2" or 3" -Manual". 28'_.. 'LE73M" 3/4 208-230 3 4.1 2" 2" or 3" Manual` 28' 'LE74M.._.-.3/4... ._440.480...--.. 3..- .~-__..2,1 2"---...--- ...2°_°r-3----- Manual* 28' . LE102A 1 208-230 1 7 2" 2"or 3" Automatic `36' 'LE102M 1 208-230 1 7 2" 2" or 3" Manual' . - 36',.. " 'LE103M 1 208-230 3 5.3 2" 2" or 3" Manual' - 36' 'LE104M 1 440-480 3 2.5 2" 2" or 3" " Manual' 36' 'LE105M 1 575 3 1.9 2" 2" or 3". - Manual! 36'- . ' Note: Manual models ("M" suffi x) and 3 phase models, as designated above, require a separate approved pump control device or panel for automatic operation. Operation of these models will be...... according to the control selected. Make sure the electrical spec ifications of the control selected ' - properly match the electrical specifications of the pump. elements 3 phase models require-ovedoad adjusted in accordance with the control or panel instructions. selected or - - - , 2 2 If the basin is already installed i proceed to Step 3 u ' I J Y-_ f The basin required for both effluent and sewage applications must be sealed and vented fo meet health and plumbing code requirements. These pumps are not to be installed in locations ctassified as hazardous in accordance with the National Electric Code, ANSI/NFPA 711-1990. The diameter should', be a minimum of 18" and the depth a minimum of 24". (These are minimum requiremen4s A larger basin may be required in both effluent and sewage applications depending on local codes and the number of fixture units entering the system. Check with the local authoritiesor,contact Liberty Pumps if you are unsure of the proper basin size.) Installation should be at a'sufficien' depth to ensure that all plumbing is below the frost line. If this is not feasible, delete the check valve. and size the basin and/or adjust pump differential to accommodate the additional backflow volume. In-ground Installation of Liberty Basins A.) Excavation: Excavate the hole as small as possible, with a minimum recommended 8' diametrical clearance around the tank. Never place the basin directly in contact with rocks or other, sharp,objects.: Place only fine, 1/8" to 3/4" pea gravel or 1/8" to 1/2" washed, crushed stone as bedding between the basin "and the hole walls. Do not use sand or native soil as:backfi111.,Properly compackundsmeath the,F basin to providea solid, level base that can support the weight of the filled basin. v'.-;; rr - B.) Inlet Connection & Initial Backfill: Only fine, 118" to 3/4" pea gravel or 1/8" to'j1/2S washed, - crushed stone should be used around the bottom of the basin to hold it in place.,Do not use sand or native soil as backf ll`. Make the inlet-,connection as required for your basin,d Other backfill options may be available - consult the factory for special instructions relative to your situation 0 INLET'CONNECTIONS: Liberty 370-Series: The liberty 370-series basins have a 4" inlet molded to the side of ihe' tank. This inlet is sized.to accept a 4" no type coupling, Connect I _ the gravity drainage line from the fixtures.to this hub., Other basins: Other Liberty basins provide a 4" caulking hub or pipe grommet. inlet. Nubs utilize caulking material (such as oakum and lead) or rubber donuts; grommets are a simple slip-ft.` Connect the gravity drainage line from the fixtures to this opening. (Other inlet sizes available - consult r. factory.).. . C.) Final Baekfill:{arge rocks, clods, and foreign objects should be kept out of the backfill material. Only fine, 1/4" to 3/4" pea gravel, or 1/8" to 1/2" washed, crushed stone is recommended. Do not use sand or nafive soil as backfill' . IMPORTANT.: DO NOT EXERT HEAVY PRESSURE OR RUN ..HEAVY. EQUIPMENT ON THE BACKFILL MATERIAL AS THIS COULD CAUSE THE TANK TO .COLLAPSE r~Mte,ourlp the backfill slightly and allow for natural settling. Provide access to the bas.n,ch covenfor ma nceJy~g}cena4G service. v r ~ ' Other backfill options may be available It J „ -,consult the factory for special instructions relative to your situation. 3 1 Important: For 3-phase pumps, check for proper rotation before installing pump into basin. SEE FIGURE D. (Page 10) for 3-phase wiring instructions and proper rotation. Liberty pre-assembled sewage systems come with the pump(s) already pre-mounted in the basin.-The. discharge .pipe(s) already exit through the cover, ready to be connected to the remaining discharge line. If you have purchased a pre-assembled system; disregard steps A. and B. ,..,z A.) SIMPLEX (One Pump) SYSTEMS: (SEE FIGURE A.) Set the pump in place making sure the float has adequate clearance to the side wall of the basin. If an optional control device or float is used, follow the directions for mounting that accompany the optional control. Connect the discharge pipe to the pump s threaded discharge. :IMPORTANT: DO NOT REDUCE THE DISCHARGE PIPE SIZE BELOW THAT-.WHICH IS;PROVIDED ON THE PUMP. Sewage pumps should not be smaller than 2". In some appllcAohs it may be necessa6 to increase the pipe size to reduce friction losses.. Contact Llbeity,Pumps`or. other. qualified person if you'have questions regarding proper pipe sizes and flow rates. " Mount the. basin cover provided, making sure it is properly sealed. (This isa recommended installation. Variations may apply.) B.) DUPLEX (Two Pump) SYSTEMS: (SEE FIGURE B.) Set both pumps in place in the bottom of the basin. The duplex control used will include 3 or 4 floats that will either be tethered to one of the discharge pipes or to an independent rod hung from the cover.- Follow the instructions provided with your duplex control device. Make sure all -floatdMove freely. Conned an individual discharge pipe to each pump. , IMPORTANT: DO NOT REDUCE THE DISCHARGE PIPE SIZE BELOW THAT WHICH IS PROVIDED bN THE PUMP. Sewage pumps should not be reduced below 2". In some applications,-it-may be----* necessary to Increasethe pipe size to reduce friction losses. Contact Liberty Pumps'or other qualified person if you have any questions regarding proper. pipe sizes and flow rates: To' eliminate fluid recycling in duplex installations, it is necessary to have a: check valve on each discharge line'priof to tying the two discharges into one common line. Depending on the height of your basin, the check valves may either be installed inside the basin or outside the basin. (SEE FIGURE B. for a typical installation diagram.) Mount the basin covers, making sure they are properly sealed. i (This is a recommended installation. Variations may apply.) '.Other backfill options may be available _ consult the factoryfor special instructions relative to your situation •t r ~s.rm~ata=a*.+rrA_ttlrm"• This is a recommended - installation only. Variations may apply. - - - C.) Installation of Remaining Discharge: After the pump has been mounted and the - uxtw a r vwYe cover sealed, install the remaining discharge GATE vun: line. A union should be installed just above 01R~ the cover to facilitate pump removal if, necessary. A check valve is recommended after the union to prevent the backflow of liquid after each pumping cycle. A gate valve - MM ra Ger7M m IW . shouldfollow the check valve to allow - ' 4•.aaK PVC periodic cleaning of the check valve or removal of the pump. The remainder of the discharge line should be as short as possible 7:~' +w with a minimum number of turns, to minimize [ K]XMa u wrn M 7m gat¢ r.u~i friction head loss. Do not restrict the - ' ti discharge to below 2" in sewage applications. Larger pipe sizes may be required to eliminate friction head loss over long runs. tzar nFE Contact Liberty Pumps or other qualified person if there are questions regarding proper - pipe size and flow rates. Vent: A connection _ is provided on top of the cover which must be piped to the existing building vent, or extended outsi de on its own standpipe. The vent size shni ild be in accordance with applicable codes, but not less th an the discharge size. (LE-Series pumps come equipped with an air bleed hole to help prevent air lock. A small spray of water from this hole is normal'while pump is running.) This is a recommended installation only. ;Variations may apply. C.) Installation of Remaining. Discharge: Unions or`flehjble connectors -should be installed just above the cover'on each discharge to facilitate' rem oval of the pump if necessary. Free-flow swing check valves _ should be installed on each discharge after the union and prior to the gate valve to prevent the back flow of liquid or gas. A check valve on each discharge line, prior to tying into one common line, is necessary to txEr . prevent the recycling of fluid from one pump to the other. A gate valve is recommended after the cKi ck-valve to allow for periodic OLg1yMrzLE LEAH W Ia4 I P, WE V&WE _ 1- r-GAm V&L lk* ne[e vu.vE of the'"iOa r,4 Lsr.- line'.:; nr7 should be as short as possible with a rtl"' minimum number of turns to minimize friction head loss. Do not reduce the discharge to below 2' in sewage applications. Larger pipe sizes may be required to minimize friction head loss of longerruns. Contact Liberty Pumps or other qualified person if there are questions regarding proper pipe size or,flow rates. Vent: A connection is provided on top of the unit for connection of the vent pipe. This pipe should be tied into the existing building vent stack, or extended outside on its own standpipe. The vent size should be in accordance with local codes, but not less than the discharge size. (LE-Series pumps come equipped with an air bleed hole to help prevent air lock. A small spray of water from this hole is normal while pump is running.) 7 WART i ING: Risk of electric shock. This pump is supplied with a grounding conductor or a group l g type at3achnl plug. To reduce the risk of electric shock, be certain that the grounding conduc. _.r is connected. only to a properly grounded control panel or, if equipped with a grounding type p!' that it is connected to a properly grounded; grounding type receptacle. DO NOT BYPASS'S GROL,NG WI9ES OR REMOVE GROUND PRONGS FROM ATTACHMENT PLUGS. .CA'.. ION The electrical connections and wiring for a pump installation should only be made by qualified personnel. - To reduce risk of electric shock, always disconnect pump from power source before handling. - Risk of electric shock on 3-phase models. Do not remove cord and - - strain relief, and do not connect conduit to pump. A as Ise., ' branch`circuit, properly fused and grounded, should be provided to the pump.. Make sure the po;. source is properly sized for the voltage and amperage requirements of the motor, as noted on the _mpnarpeplate. The. electrical outlet or panel shall be within the length limitations of the pump power c _ rd, and at least 4 feet above floor level to minimize possible hazards from flood conditions. Check : make sure installation is in accordance with the National Electric Code and all. applicabae ' local cc es and ordinances.- Wiring extended over greater distances must be in accordance with NEC require,.. nts. DO NOT USE AN EXTENSION CORD. All LE- ies "A" models (automatic pumps) come factory-equipped witha float switch mounted to the. pu:. Thesefnodels come with two cords - one to the float switch and the other to the pump motor. a switchcord hasa series (piggyback) plug enabling the pump (motor) cord to be plugged into th ok of -it.. The purpose of this design is to allow manual operation of the pump. For auton•,::.:., operation using Liberty's supplied switch, the two cords should be interconnected and plugg~ to a separately fused, grounded outlet.of proper amp capacity for your selected pump mode',. ~e Section 1, General information, or the pump nameplate for electrical specifications of your model.) Both cords are equipped wah 3-prong plugs and must be plugged into a properly, grounded 3-wire receptacle. DO NOT REMOVE THE GROUND PRONGS. For manual ogeration;or in the event of switch failure, the pump cord can be separated and plugged into the electrical outlet,.. directly bypassing the switch. 208-230V single phase pumps should only be operated without the float switch byusing the circuit breaker or panel disconnect. Do not let the pump run dry for extended The turn-on, level of LE-Series "A" models is approximately 12" to 16' above the bottom of th'e basin; The turn-off-level is approximately 4" above the bottom of the basin. 'Other pumping differentials may be obtained by tethering the switch cord to the discharge pipe. NOTE: A minimum cord length of 3.5" from the tether point to the top surface of the float is required for proper switch operation. Ifs: using a differential other than the factory setting, be sure when the pump shuts off at least 4" of fluid is left in the basin so the impeller remains submerged. LE-Series-pump models with an "M" designation are manual models with no switch. They are. intended tope run using an approved liquid level control or approved motor control with correct rating that matches motor input in full load amperes. 3-phase models require the use of an approved motor control thatinatches motor input in full load amperes. with overload element(s) selected or adjusfed in" acoordance.with control instructions. Automatio.operation with optional control devices. If the pump(s) are to be operated by either a simplex,or duplex control panel, or other optional control device, follow the installation instructions provided with your specific control and make the power connections per those instructions. .If necessary, certain models may be run without a separate control. 208-2301/single phase pumps.. should only be operated without the float switch by using the circuit breaker or panel disconnect: Do not let the pump run dry for extended periods. " LE-Series "F and "M" models: If the pump into be wired directly into a contrpl device or junction box; -a4iP I3 necessary to remove the plugs, have a certified electrician do the wiring in accordance: with,the National Electric Code and applicable local codes. See Figure C for direct wire installation of single phase, automatic pumps. Figure C -Direct wiring of 115V or 208-230V, single phase, automatic pumps. Power SupolY ~-Ground Green" Green White • White Black Block Black White Junction. Box Flout WARNING: In 208-230V installations, one side on the line, going to,the pump is always "hot". whether the float switchis on or off. To avoid hazards, install a double pole disconnect near the pump installation.. Figure D - Proper impeller rotation, three phase models le:_~~ o Bottom View '9 j.:'. _ k 0, Check three phase pumps for proper rotation prior to installing pump(s) in basin. To change rotation, reverse any two of the three power leads to the pump. Code the wires for reconnection after installation. 10 Pump, : run. 1. Blown fuse or other interruption of power; improper voltage. 2. Switch is unable to move to the "turn on" position due to interference with the side of basin or other obstruction. 3. Insufficient liquid level. 4. Defective switch. Pump larn off. 2. Switch(s) unable to move to the "turn off" position due to interference with the side of basin or other obstacle. 4. Defective switch. Pump rm. r hums, buto c5.a Discharge is blocked or does nr o. restricted. 6. Check valve is stuck closed or -:.•installed backwards. 7. Gate or ball valve is closed. 8. Total lift is beyond pump's -capability. .:.{r 9: Pump impeller is jammed or . volute casing is plugged. Pump rur, 'odically 6. Check valve was not installed, is when fi... , e not in stuck open or is leaking. use. 10. Fixtures are leaking. Pump o', noisily. 9.' Foreign objects in the impeller cavity. 11. Broken impeller. 12. Worn bearings. 13. Piping attachments to building 1. Check that the unit is securely plugged in. Have an electrician check all wiring for proper connections and adequate voltage and capacity. 2. Position the pump or switch so that it has adequate clearance for free operation. 3. Make sure the liquid level is allowed to rise enough to activate switch(s). 4. Remove and replace switch. 5. Check the discharge line for foreign material, including ice if the discharge line passes through or into cold areas. 6. Remove check valve(s) znd'examine for"n freedom of operation and proper installation. 7. Open gate or ball valve. e. Try to route piping to a lower level. If not possible, a larger pump may be required. Consult the factory.` 9. READ NOTE' Remove the pump from the basin. Detach the pump base and clean the area around the impeller. Reassemble and reinstall. 10. Repair fixtures as required to eliminate leakage. 11. Consult the factory for information regarding replacement of impeller. 12. Return pump to the factory or authorized repair station for repair. 13. Replace a portion of the discharge line with • NOTIF - Pumps, Inc. assumes no responsibility for damage or injury due to disassembly in the field. Disass.. ,er than at Liberty Pumps or its authorized service centers, automatically voids warranty. 11 2 year.Limited Warranty , Liberty Pumps, Inc. warrants that pumps of its manufacture are free from all factory defects in material and workmanship for a period of 2 years from the date of purchase. The date of purchase shall be determined by a dated sales receipt noting the model and serial number, of the pump. The dated sales receipt, must accompany the returned pump if the date of return is more than 2 years from the "CODE (date of manufacture) number noted on the pump nameplate.,,,. The manufacturer's obligation under this Warranty shall be limited to the repair or replacement of any parts found by the manufacturer to be defective, provided the part or assembly is returned freight prepaid to the manufacturer or its authorized service center, and provided that none of the following warranty-voiding characteristics are evident: The manufacturer shall not be liable under this Warranty if the product has not been properly installed; _ if it has been disassembled, modified, abused or tampered with; if the electrical;,pord hasbeenr damaged or improperly spliced; if the pump discharge has been reduced in size; if. the pump has been used in hot water or water containing sand, lime, cement, gravel or other' abrasives; if the product has been used to pump chemicals or hydrocarbons; if a non-submersible motor has been subjected to excessive moisture; or if the label bearing the serial and code number has been removed. 'Liberty Pumps, Inc. shall not be liable for any loss, damage or expenses resulting from installation or ,use of its products, or for consequential damages, including costs of removal, reinstallation or, transportation. There is no other express warranty. All implied warranties, including those of merchantability) and fitness for a particular purpose, are limited to two years from the date of purchase. This Warranty contains the exclusive remedy of the purchaser, and, where permitted, liability for consequential or incidental damages under any and all warranties are excluded. 12 NEAR DESIGN & PLANNING. INC. ADDRESS APPLIGABLE CODES: BUILDING TYPE: OGGUPANGY GLASS: CODE ANALYSIS 3-6-02 5400 N. 38TH AVE NHEATRIDGE, COLORADO Iggl UI Igg7 UFO, Igg7 UMG, Igg7 UPC, Igg7 NEG, Igg7 MEG VN (NON-SPRINKLED) S1,00r(42) STORAGEMAREHOUSE (DISTRIBUTIONS ONLY) B (5) HAIR SALON NUMBER OF STORIES: a ONE BUILDING HEIGHT: 181-011± SPACE AREA (USABLE): TOTAL 3,500 SF 2,710 SF STORAGEMAREHOUSE 7610 SF HAIR SALON STORAGEMAREHOUSE: 2,710 a 300 = 4 OGGUPANTS HAIR SALON: 740 0 100 = 8 OGGUPANTS I HOUR SEPARATION IS REQUIRED BETNEEN FI AND B OGGUPANGY (PER TABLE SB SUB NOTE 5) T0.1610 10701 MELODY DRIVE, SUITE 305 0 NORTHGLENN, CO 80234-4122 0 (303) 451-1113 • FAX (303) 451-1141 "Geiier'allfif im' ation I All <1V i~dels Before installation, read the following instructions carefully. Each i e y u p i tested to ensure proper performance. Closely following these instructions will eliminate potential operating problems, assuring years of trouble-free service. ; WARNING: RISK OF ELECTRIC SHOCK. Always disconnect the„pump from the power source before handling or making adjustments. LE41A 4/10 115 1 *LE41 M 4/10 115 1 _ LE51A 1/2 115 1 *LE51 M 1 /2 115 1 LE52A 1/2 208-230 1 *LE52M 1/2 ' 208-230' 1 ` ' *LE71 M LE72A *LE72M,_ *LE73M *LE74M' LE102A *LE102M *LE103M *LE104M *LE105M 13 2" 13 2" 12 2" 12 2" 6.8: 2" . 6.8 - 2' - 11 12 2 6 2" 6 2" 4.1 2" 2=1--- 7 2" 7 2" 5.3 2" 2.5 2" 1.9 2" 2" Automatic 17' -2" Manual* 17' 2" Automatic 25' 2" 2" Manual* Automaft~r,~--< , 25' 25' 2' - - - - Manual' 25' o 28' or Manual* " ` 28' or 3" Automatic " 28' or 3" Manual'. - 28' , or 3"' Manual* 28' or 3" Manual* 2" 2" 2" 2" 2" 2" 2" or 3" Automatic 36' 2" or 3" Manual* - , 36', 2" or 3" Manual* , . 36'- 2" or 3" Manual* 36 2" or 3" Manual* 36'. * Note: Manual models ("M" suffix) and 3 phase models, as designated above, require 'a separate approved pump control device or panel for automatic operation. Operation of these models will be. according to the control, selected.. Make sure the electrical specifications of the control selected properly match the electrical specifications of the pump. 3 phase models require overload'elements selected or adiusted in accordance with the control or panel instructions. = - 3/4 115 1 3/4 208-230., 1 3/4 208-230 1 3/4 208-230 3 3/4--- 440-480 3_____` 1 208-230 1 1 208-230 1 1 208-230 3 1 440-480 3 1 575 3 DO NOT use these pumps in water over 140° F. C.) Installation.of Remaining-Discharge: Unions or`flexible coinnectors should be oTSO+AecE LEADS M CO!+?91 PANEL installed just above the coveKon each GATE VALVE TEE . GATE VALVE discharge to facilitate removal of the pump if necessary. Free-flow 'swing check valves - a4=cx VAL* WOK VALVE should be installed on each-,'discharge after UNION _ UNION the-union and prior to the gate valve to VE NT prevent the back flow of liquid or gas. A check valve on each discharge line, prior to tying into one common line, is necessary to MET prevent the recycling of fluid from one pump to the other; A gate valve is'recommended - C0NTRIL BOATS I. after-the check valve to allow for periodic r1. - ; {33~! ti ' cleaning of-the•checkvalve.orremovahof the.:i :Stiff J~Bf4 pump. The remainder 'of'the'discharge line' PUMP aw should be as short as possible with a minimum number of turns to minimize friction head loss. ; Do not reduce the discharge to below 2" in sewage applications: Larger pipe sizes may be required to minimize friction head loss of longer. runs. Contact Liberty Pumps or other qualified person if there are questions regarding proper pipe size orrflow rates. Vent: A connection is provided on top of the unit for connection of the vent pipe. This pipe should be tied into the existing building vent stack, or extended outside on its own standpipe. The vent size should be in accordance with local code.$, but not less than the discharge size. (LE-Series pumps come equipped with an air bleed hole to help prevent air lock. A small spray of water from this hole is normal while pump is running.) This is a recommended installation only. Variations may apply. i IMPORTANT: DO NOT REDUCE THE DISCHARGE PIPE SIZE BELOW THAT1(1/HICH IS.,PROVIDED ON THE PUMP. Sewage pumps should not be smaller than 2". In some applicAons, ItNrhay be, necessarj to increase the pipe sizd.to reduce friction losses. Contact Liberty.~Oumps, or.other qualified person if you have questions regarding proper pipe sizes and flow.eates: `Mount the, basin cover provided, making sure it is properly sealed. (This is a recommended installation. Variations may apply.) °AMR .I E FIGURE B.) Set both pumps in place in the bottom of the basin. The duplex control used will include 3 or 4 floats. that will either be tethered to one of the discharge pipes or to an independent rod hung from the cover.-- Follow the instructions provided with your duplex control device. Make sure all floats move freely. Connect an individual discharge pipe to each pump. IMPORTANT: DO NOT REDUCE THE DISCHARGE PIPE SIZE BELOW THAT WHICH IS PROVIDED "C7N1f14E PUMP.-'Sewa a um s should not be reduced below 2 . In some a lications,-it ma be--- ° - necessary to increase the pipe size to reduce friction losses. Contact Liberty Pumpi'or other qualified person if you have any questions regarding proper. pipe sizes and flow rates: To eliminate fluid recycling in duplex installations, it is necessary to have a.chsck valve on each discharge line''prioi`to tying the two discharges into one common line. Depending on the height of your' basin, the check-valves may either be installed inside the basin or outside the basin. (SEE FIGURE B. for a k typical installation diagram.) Mount the basin covers, making sure they are properly sealed. (This is a recommended installation. Variations may apply.) • r ' Other backfill options may be available consult the factory,for special instructions relative to your situation.. .5 - _ _ _ ~ _ _ _ , ~ ~va~,~ ~ `S~~ Dlttl~L TD WA~t~~ F~.. t5 A~tL. WQ~.1C. 'TD bE i'E~iFQL~RE~Q IN llLtta~~i~I.~. UI111~1 o~pe~► ~~ur ~~:.t ca~u.~ cxru avan~ Lr~rr ~uo~OQ ,s`~i~ ca+~ ~c~" EX~~'i'1NG pF~NU~~ Fv.t~ri y~! I~S Q~urQ~7 'TD p~Nb ~(t~u~NC~ t~10 ~t~~oArS. ~ r F~CIU't'1~'F~ NEW Fl.t~. RAN i.AYdJf"` HRtL B~ PEQ. M av~e ~u. M~ta~rtc~~~uTUt~ ~ S~um ~.a~ -r~E+~r~ va►nrr Foe o~~a.~~. ~en ~ ~ ~~NU~a~n~,~ ,~ne~Y~~u$. ESE~.T"C`~i? k11~ ~I~.W ~►.OEtt'.. CRP~1~l. ~Y M 8~0 ~NflLL. B~ Nl~IG~D/~+GQ~tED (~t RCliwt~?~Mal7~ ~ t} Ofil kiCW CDN~T¢iICnON` Vl P~t3 6~11 DiME1J~IDU~ Tb Ff~C,~ OF' ~``i` L`~ W N M1NINtI.M Ilt" GYP. BA. 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Nc~s ~m ~ a~ ~~s~~n iN ITH ~ 19 ~1T5, P~I.x~N~ GL1~5S c~~u ~ 5930 iN, 3~TN A1~E. ~ 'r ~ , .,r,~, , , ~ ( ~ . , . , , . ~ , . , _ . o~.o r_ _ ~ ~ ~ : M^_ ~ ~ e. us~ o~ S-fo ~ . , ~o. ~ : ~ ` r- N.'~'C~'~ i e+ . ~ T ; P p~ wnc~ ~ D fs ~ I ovs~ ~ ~ ~ T - ~9GG~ PQ01/iC1E 9" N~14~Fi ~t 3'D" 1NIt}E ~ T'l.i~T Ff~.M. ~ I % EXI~TING ~iPE CD~UMNS ~ _ _ _ _ L2 QLGS) z~rc, v,.a~s ~ TD QtN~fklN ~ ZS68 ~ , „ 9 6 ._.,...8,~., b S S'D" ~ ~ fi ( g,a„ ~ 5 ~U„ { ~ , b, ~ ~ $ D jb~~~~ ~ ~ ~ a t~ ~f ~~bt~ J ~ ~t • fj atc, = i ~ ~ M . 37, Q„ - ~ ~ ~6„ R _ _ _ _ _ _ _I „ PRQ~DS~.tI EKISTING~ 4 QS CRST IP_DN . 3D N~, ; __~~~I~ ~~t~~ ~ P ~ 1 QU1Li71NG WP~S~ Dt E ~ ~ ~ ~ ~ I a~~ ~ ~ M ( - ~a~ , „ ~ 1U 3 1 Ifl : b, o ~ ~ ~ ~ 0 ~ 1" GAI~. Yt~UlE ~'DR. SilfPLY ~ ~ ~ i ! ~ I TO td~V~! ~itt~A!'C P~.FA+ . b,~„ 4,3" 5,~., ~3,~~r ~ Q ~ 6b . ~ c r ,.,...~.,.w,~ _ I ~ l~- ~ ~ EX1S1'ING, 3 F~1PFa~ ~DWE:~ PRN~:t.. 3« - y„ p~ ~X1STlNG IA NATV2f1L GR5 Pl~1NG, F D R 5 9 0 0 i K 3 B' t t ~ b N L W A'~ E.~ S~ i~ I i L E M 1 ~ ~ E r 1 S N U'[° O F~ S P~. D A~. M E t`~.~ t. F' 0 N T 1 Q. E Q U 1 L U i i~ l~ L'~ f~ A N L N U N~ ~ E ~ti ,;t 98' 1" 1 M U? V1A E i' 6" , I GN x Z' D" ~1 fD~ C~tA'~"FI~.tA. E X t 5 T 1 N 6, V T I T L- 1 1, C.~ I t~ I n t G, D~ f P Q D p~ ; F RCCLI l~EPrT1Nb. ~f~.. W+~"5'k`2 ~'C'~~. ~ F A~ 3 1~1 5 1' A L L P r 1 1 Q i d, F'RN D ~ ~ ' ~°t- , ,,.s_~-~ El(ISf'1C14 V~D~ F~A~G t~fAl1.4 ~~~~s~n wtt~ Fer~u wAus S~OU Nt. 38 ~VE. 1NH~~ 1Z10G~ , CDt.~, 8D~33 o¢.Y c~ic~t.. ~~aE ~cnN~u~sxE~.s .3 „ scAL~, = i'~~ P~~ I L~F 5 0 ~ !J n~C: {.~iJ~~~~{.J~ i . ~~~.o ~~N~Su J D1m~NSttit~AL P~r11~ Nrt~SL Ek~5T1~i~, - ~ ~ f.~YC~7T/ FI~t~J~~S _,..W.~.~.....~.a \ L. - ~I OTE 5 ~ t El.ti.G°C~.iG~!!. 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