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HomeMy WebLinkAbout2625 Kipling Street4'� City of '� Wheatjdge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 2625 Kipling St. Wheat Ridge, CO 80215 General Contractor: White Construction Group Company Name: RK Electrical Contact Phone#:303-355-9696 Wheat Ridge Contractor License #: 20447 (required field) State License #: EC.0007675 Master License#: ME.0600430 Richard Anderson Printed Name of Authorized Agent Richard Anderson °""""'-"""""- 6/19/2020 Signature of Authorized Agent Date FLA. Nil G.Ral TO Cbrrhw,wm,t� n>wlioum Date: Thursday, February 25, 202 1 11 05 40 AM No that lathe new and revised valuation amount — ISthere anyway I multi gel a Call to tll4us this bbeflys I have been unable to get through to an Vona recently Ithink Ireferenced the preJectt for the Ste Work Of on othis project and not the Building Portion . The below screenshot lame valuation we are revising not the 151,576, las Dol from the ate work portion. [IESCRIPIICN C4 WJP1( wueaxn w wen. THE PROJECT IS TO OF AM E=MNG Bull INCLUDES NEW FINI�S ON THE ELTENCEIR SOME NEW ~11111, Mi Nock axi aeeiyINDRIp N� TmCAL ml0.erc. EQUIPMENT S ALSO INCLUDED IN ADEARTION KsroMT" u0 Idiii OF FEE MEETING WE Is INCLUDED wn1�RN. FASUNn E4 (SWAMI ngeuu`tiuelm^ax'l 61211 n wu m Mol m a.xwmn<w) Michael Grogan 02260727/ xl 02 D E S I G N E D G E an(i arch mm From: Commoev Permits <Pertn Ds@a wheamage m. us> Sent Thursday, February 25, 20211100 AM To: Michael Grogan <m gregan@ci com> Cc Commoev Permits <Perm Ds@al. wheatrlage Cc us> Subject: FM. Online Forth Submittal. Revision to Permit Application Hello, Can you clarify the additional project values Are you addingmisto the amount prevlousl y submitted SF 576,13500)T Additional Project Value Only $579549.00 atltl what the revised scope of work is valued at Thanks, Kim Cook Perm([ Technician Office Phone: 303235-2876 12 Come. vm D brtinfvr"� CON FIDENTALITY NOTICE The .- mandeNoddenne I inforrannon I a danded only for USE of mo demand or ionic named above read are no Lhe mended recipenc you am naided bar any dearroure, mayor Fair door many. or use Of onaommundiumn a prodefted If you receivedhe commummuen in errormo nieK byeman Snoods US sional medevey and FEELE US sional measee from your Inampudd End anymnes, LO which your Ceramic is connefted Th. Us you From: nor ply ci wheatrtlee co us <no rpplv@ci wheatitlee cc us Sent Thursday, February 25, 20211053AM 1o: Comm Day Farm its ffenn[s(Dof who a[rid ee m Subject: Online Forth Submittal Revision to Permit Application Revision to Permit Application Perm([ Number asslg-Odto 202000699 project PROPERTY INFORMATION Permit Number 202000699 Pruperry Address 2625 Pence Street Meat Ridea CO,00215 Prupem Owner Name Bobby Ornselli Prupem Owner Phone 3105915901 N umber (enter WITH dashes, eg 303123,1567) Pruperry Owner Emal l bob ghlaa Gln Us Deanne nevmm Address CONTRACTOR INFORMATION Contact Nam, Minta of ONeed n Contact Phone N umber 303-260-7277 (enter WITH dashes, eg 303-123-4567) Contact Email Address Retype Contact Email Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Project scope has been scaled back from the originally submitted construction document set. Items either removed from scope or deferred to future TI projects include removal / replacement of exterior windows and doors, new RTU's, roof screens, new gas lines, exterior painting, revised landscaping/ site work, abatements, revised trash enclosure, ect.. Refer to drawing set for revisions. Engineer Letter (if Field not completed. applicable) Additional Documents on Field not completed. Letter Size Are plans or documents No locked for editing? Construction Plans ed II)SKIN&MIKeneroR11FTI."i7F,L.Ts. ..- :ZS:[MiG7'i OlIRYSi.T.lion 11"x17 or larger Additional Project Value $579,549.00 Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Wheat Ridge- Electronic Payment Form Golds.odf Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may Yes not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Revision Michael Grogan Email not displaying correctly? View it in your browser. Gold's Marketplace -Building Plan Set DRAWING SYMBOLS GENERAL NOTES CODE STATEMENT DRAWING INDEX ROOM NAME 1. ALL DIMENSIONS AIRE FROM THE FINISHED SURFACE OF NEW WALLS UNLESS GOVERNING GORES N ROOM NAME AND NUMBER R"I NO. OTHERWISE NOTED. 2012 INTERNATIONAL BUILDING CODE AND AMENDMENTS NUMBER OF STORIES (TABLE 503k �H COVER COVER SHEET 4 PROJECT INFORMATION PLUMBING 70 2. CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING IN WALLS TO RECEIVE ALL 2012 INTERNATIONAL ENERGY CONSERVATION CODE AND AMENDMENTS 2012 INTERNATIONAL FIRE CODE AND AMENDMENTS ALLOWED PROVIDED _ Q P-001 PLUMBING SPECIFICATIONS AND LEGEND OPENING NUMBER Y ATTACHED EQUIPMENT, PLUMBING FIXTURES, MILLWORK, CASEWORK ETC. 2012 INTERNATIONAL MECHANICAL CODE AND AMENDMENTS A2 -V5 BUILDING ONE (V TWO (2) ARCHITECTURAL 10 P-002 PLUMBING SCHEDULES P-003 PLUMBING DIAGRAMS � V 3. COORDINATE LOCATIONS OF FIRE EXTINGUISHER CABINETS WITH THE LOCAL FIS 2012 INTERNATIONAL PLUM51% CODE AND AMENDMENTS 2012 INTERNATIONAL FUEL AND GAS CODE AND AMENDMENTS A2 -V5 BUILDING-SPRINKLEfED TWO (2) TWO (2) A2,8, ! M-1118 BUILDING TWO (2) TWO (2) ASU ARCHITECTURAL SITE PLAN P-100 PLUMBING SITE PLAN OI MARSHALL. G.C. SHALL ASSUME FOUR (2) PER BUILDING 2017 NEC NATIONAL ELECTRICAL CODE DLI MAIN 4 LOWER LEVEL BUILDING A DEMO PLAN P -110A LOWER LEVEL PLUMBING PLAN CONSTRUCTION NOTE DI] MAIN 4 LOWER LEVEL BUILDING B 4 C DEMO PLAN P-1108 LOWER LEVEL PLUMBING PLAN 4. PRIOR TO ACCEPTANCE OF THIS WOR'. THE CONTRACTOR SHALL VISIT THE 51TE AND 2001 ICC/ANSI AII1.1 OCCUPANT LOAD (TABLE 1004.1.1} DI3 LOVER LEVEL BUILDING D DEMOLITION PLAN P-1100 LOWER LEVEL PLUMBING PLAN DETAIL REFERENCE NUMBER BE FAMILIAR WITH THE CONDITIONS UNDER WHICH THE WORK IS TO P1TECT ED. 01.4 MAIN LEVEL BUILDING D DEMOLITION PLAN P-1100 LOWER LEVEL PLUMBING PLAN - BUILDING D SHEET NUMBER THE CONTRACTOR SHALL VIEW, APPROVE, AND SUBMIT TO THE ARCF41TECi R PROJECT DESCRIPTION FACTORS ALI MAIN 4 LOWER LEVEL BUILDING A FLOOR PLAN P -IIID ROOF LEVEL PLUMBING PLAN �% SAMPLES, PRODUCT DATA, AND SHOP DRAWINGS PRIOR TO INSTALLATION. BY DOING DINING AREA (TABLE AND NET OF /OCCUPANT AIZ MAIN 4 LOWER LEVEL BUILDING C 4 D FLOOR PLAN 60, THE CONTRACTOR REPRESENTS THAT HE HAS VERIFIED FIELD CONDITIONS AND THE PROJECT 15 THE RESTORATION OF AND EXISTING MIXED USED RETAIL CUEING ATEA -WAITING AREA = 5 NET SF / OCCUPANT AREA 5 NET AL3 LOWER LEVEL BUILDING D FLOOR PLAN SECTION / ELEVATION NUMBER I MEASUREMENTS. CENTER THAT INCLUDES TENANTS OF AN A, 8, AND M OCCUPANCY. STORAGE, MECHANICAL = 300 GROSS SF / OCCUPANT A14 MAIN LEVEL BUILDING D FLOOR PLAN ELECTRICAL THE PROJECT INCLUDES NEW FINISHES ON THE EXTERIOR SOME NEW DOORS OFFICE BUSINESS AREAS = 100 GROSS 5F / OCCUPANT A3J ROOF PLAN BUILDING A AND D E-001 ELECTRICAL LEGEND SHEET NUMBER A4.1 5. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONFLICTS OR OMISSIONS AND WINDOWS, AND ADDITIONAL DETAILING NEW MECHANICAL, PLUMBING, KITCHEN AREAS = 200 GROW 5F / OCCUPANT A3Z ROOF PLAN BUILDING B AND G E-002 ELECTRICAL SPECS IMMEDIATELY PRIOR TO THE PERFORMANCE OF THE WORK IN QUESTION. AND ELECTRICAL EQUIPMENT IS ALSO INCLUDED. N ADDITION, MERCANTILE - 60 GROW SF/ OCCUPANT, 300 IN STOCK AREAS A4.1 BUILDING ELEVATIONS E-003 ELECTRICAL SPECS REVISION NOTE Q RESTORATION AND REPAIR OF THE EXISTING SITE 15 INCLUDED. EXERCISE ROOMS - 50 GROSS W / OCCUPANT A4.2 BUILDING ELEVATIONS E-004 ELECTRICAL SPECS 6. WHEN CONTRACTOR ACCEPTS DELIVER(" OF ALL ITEMS NOTED ON PLANS, WHETHER IN A AN BOWLING CENTERS - 5 PERSONS PER LANE PLUS 15 FEET OF RJNWAY A5J CANOPY PLANS AND WALL SECTIONS E-005 ELECTRICAL DEMO ONE -LME NOT IN CONTRACT, HE SHALL BE RESPONSIBLENOTED CONTRACT FOR L AND/OR CODE DATA BOWLING CENTERS - ADDITIONAL AREAS 1 NET A.6.1 EXTERIOR DETAILS E-006 ELECTRICAL ONE -LINE ELEVATION REFERENCE TO TOP OF h TOP OF SLAB DAMAGE OF THOSE ITEMS. E-001 ELECTRICAL SCHEDULES FLOOR SLAB. ELEVATION VARIES 4' 100'-0' OCCUPANCY CLASSIFICATION BUILDING A: A-2 NOTE: OCCUPANT LOADS SHALL BE DETERMINED BY INDIVIDUAL TENANT 3 E-008 ELECTRICAL SCHEDULES 100'-0' 1. ALL SAWCUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN THE FIELD BY THE BUILDING B: B AND M SPACE WITHING EACH BUILDING E-009 ELECTRICAL SCHEDULES SPOT ELEVATION p OWNER AND COORDINATED WITH THE LANDLORD PRIOR TO CUTTING/CORNG. BUILDING C: 8 AND M E-010 ELECTRICAL SCHEDULES BUILDING D: A-2 EXITING REQUIREMENT$: STRUCTURAL E-100 ELECTRICAL SITE PLAN S. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN ALL PARTITION LOCATIONS. SOD GENERAL NOTES AND SECTIONS E -110A LOWER LEVEL ELECTRICAL PLAN - BUILDING A STRUCTURAL GRID 1 q ALL DOOR AND OPENING LOCATIONS SHALL BE INDICATED ON PLAN. IN CASE OF CONSTRUCTION TYPE BUILDING A VB - NON SPRINKLER=D NUMBER OF EXITS (1015).6 61.1 LOWER LEVEL / ROOF FRAMING PLANS E-1108 LOWER LEVEL ELECTRICAL PLAN - BUILDING B \/ CONFLICT, NOTIFY THE ARCHITECT IMMEDIATELY. ALL DIMENSIONS MARKED 'CLEAR' BUILDING B 4 C - 1118 -NON SPRMKLERED NOTE: NUMBER OF EXITS SHALL BE DETERMINED BY INDIVIDUAL TENANT 612 FOUNDATION / ROOF FRAMING PLANS E-1100 LOWER LEVEL ELECTRICAL PLAN - BUILDING C SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES BUILDING D - 1118 -NON SFRMKLERED SPACE WITHING EACH BUILDING 613 CANOPY DETAILS E-1100 LOWER LEVEL ELECTRICAL PLAN - BUILDING D EXTERIOR WINDOW FRAME O INCLUDING CARPET, PAD, TILE, SHEET VINYL, WAINSCOT, ETC. 51A ROOF SECTIONS E -IIIA MAIN LEVEL ELECTRICAL PLAN - BUILDING A OCCUPANCY SEPARATION 2 -HOUR BETWEEN A-2 AND 8 TOILET ROOM REQUIREMENTS: E-1118 MAIN LEVEL ELECTRICAL PLAN - BUILDING B ELEVATION 9, CONTRACTOR SHALL MARC LOCATIONS OF PARTITIONS AND DOORS FOR REVIEW BY 2 -HOUR BETWEEN A-2 AND M E -111C MAIN LEVEL ELECTRICAL PLAN - BUILDING C THE OWNER PRIOR TO NSTALLATICK REVIEW WILL BE FOR DESIGN INTENT. NON -RATED BETWEEN B AND M NUMBER OF FIXTURES: MEC14A NICAL E -IIID MAIN LEVEL ELECTRICAL PLAN - BUILDING D SUBCONTRACTOR 54ALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE FACTORS (TABLE 2SM.D. M-001 MECHANICAL SPECIFICATIONS MID LEGEND E-112 ROOF LEVEL ELECTRICAL PLAN PROPER FIT. EXTERIOR WALL PROTECTION NOTE: OCCUPANT LOADS AND TOILET FIXTURE COUNT SHALL BE M-110 MECHANICAL ROOF PLAN BEARING WALL (EXTERIOR AND INTERIOR) DETERMINED BY INDIVIDUAL TENANT SPACE WITHING EACH BUILDING 10. COLUMN CENTER LINES ARE SHOWN FOR DIMENSIONING. VERIFY EXACT LOCATIONS M TWO- HOUR AT TYPE 1II5 BUILDING ALL LOCATIONS Reviewed for Zoning Compliance by the !, G � FIELD. ONE-HOUR LESS THAN OR EQUAL TO 10 FEET FROM PROPERTY LINE, PIKE SPINKLER REQUIREMENT$: Cit of Wheat Ridge Planning Division Y g g NON -RATED CATER THAN 10 FEET II. HEMS INDICATED IN THIS BET OF DOCUMENTS BY TENANT ARE NOT PART OF THIS NON-BEARING WALL (EXTERIOR AND INTERIOR) FIRE SPRINKLERS NOT REQUIRED AT BUILDINGS 8 AND C. NEW SPRINKLER , , W I (� is APPROVED (SHED T CONTRACT, AND ARE 10 BE FURNISHED AND INSTALLED BY TENANT UNLESS SYSTEMS SHALL BE INSTALLED IN BUILDINGS A AND D UPON RENOVATION. OTHERWISE NOTED. ONE-NOI1R LESS THAN OR EQUAL i0 30 FEET FROM PROPERTY LME, BOTH BUILDINGS A AND D SHALL HOUSE A-2 OCCUPANCIES THAT AIE _ ir, ., , ,,,,�— TWO-HOUR LESS THAN 5 FEET FROM PROPERTY LINE AT M OCCUPANCIES GREATER THAN 5000 SQUARE FEET AND TWO STORIES. APPROVED 12. ITEMS INDICATED N THIS SET OF DOCUMENTS ARE NOT TO BE ALTERED WITHOUT NON -RATED GREATER THAN 30 FEET BY. WRITTEN CONSENT FROM THE ARCHITECT OR ENGINEERS. F ALTERATIONS ARE MADE INTERNATIONAL ENERGY CONSERVATION CODE COMPLIANCE METHOD: BY THE OWNER OR CONTRACTOR THE ARCHITECT AND/OR ENGINEERS ASSUME NO ROOF / CEILING A56EMBLY G DATE: 2�26�202.I PRESCRIPTIVE RESPONSIBILITY FOR SUCH CHANGES. REQUIREMENT NON -RATED Mike Theisen 03/22/2021 EXTERIOR WALL PROTECTION THERMAL ENVELOPE INSULATION MINIMUM REQUIREMENTS SHALL ONLY APPLY COMMENTS: Applicant to submit 13. TENANTS ARE REQUIRED TO SUBMIT FULL SIGN PACKAGES FOR APPROVAL TO TO NEW CONSTRUCTION: (TABLE CNST)rooftop LANDLORD AND THE CITY OF WHAN EAT RIDGE PRIOR TO INSTALLATION OF Y SIGNS. &U BETWEEN EACH BUILDING PER TABLE 121.1 EXISTING WALL IS MIN. 'CM NO NEW EXTERIOR WALLS TO BE CONSTRICTED. :.nr.:. a •y h,...-. �- ...•....:. ,..,m,m mechanical an i ca l THIS WOULD EXCEED A TIDO HOUR REQUIREMENT. BUILDING FENESTRATION MAXIMUM U FACTOR AND 5HGC REQUIREMENTS: avow,-..sw.m awu1s,m r'"•'°`a""'""""""'°""T�1p""""'"��""'""-"'" - - „,�,�.�,,,,�, . and screening plans SQUARE POOTACsE (TABLE 503): (TABLE c4m2.a) CLIMATE ZONE 6A: as part of individual A2 OCCUPANCY B OCCUPANCY M OCCUPANCY FIXED FENESTRATION: 036 BASIC ALLOWED OPERABLE FENESTRATION: 0.43 -Updated/As-Built drawings Tl AL00 Y5, 69GSF 9900 GSF 9900 GSF ENTRANCE DOORS: 0.11 required to be submitted prior to permits p AT VB-SPRINKLEFI 18000 GSF 21900 GI 21000 GSF an interior inspections. AT 1118: 9,500 GSF IsAw GSF 12,500 GSF AT 1118-SPRINKLOERED-SM: 28900 GSF 51900 GBP 31,500 GSF INTERNATIONAL EXISTING BUILDING CODE COMPLIANCE METHOD: - q Asbestos abatement required prior to any interior inspections RENOVATION TYPE 2 ACTUAL SQUARE FOOTAGE LOWER LEVEL UPPER LEVEL TOTAL BUILDING A 4093 GSF 4.664 66F 9951 GSF BUILDING B 4A1 GSF 4)61 as: 8,494 GSF BUILDING C 8946 GSF 9935 GSF 11,501 GSF BUIDLING D 11.415 GSF 12AOO GSF 23815 GSF OVERALL TOTAL 29,141 G6F 30,366 GSF 59901 GI GRAPHIC SYMBOLS ABBREVIATIONS VICINITY MAP PARTICIPANTS NOT TO SCALE CONTINUOUS LINE AFF ABOVE FINISH FLOOR MAX MAXIMUM N, OUJNEIR STRUCTURAL ENGINEER EXISTING WALL PARTITION PARTITION ALUM ALUMINUM MTL METAL OK26 MONROE AND NEWELL ENGINEERS, INC. 4 AND MIN MINIMUM 2625 KIFI STREET 1400 GLENARM PLACE, SUITE 101 z ANGLE WHEAT RIDGE, COLORADO 80215 DENVER COLORADO 80202 OVERHEAD LINES (ROOF, ETC) AND ANODIZED (N) NEW CONTACT: ADAM RADCLIFFE CONTACT: CRAIG CARROLL AT NIG NOT IN CONTRACT 303-125-2010 303-623-4921 NTS NOT TO SCALE 8O. BOTTOM OF NO. NUMBER NEW METAL STUD PARTITION @ CENTERLINE OC ON CENTER �, OWNER'S REPRESENTATIVE MECHANICAL ENGINEER CONK. CONCRETE OCC OCCUPANT CMU CONCRETE MASONRY UNIT BIUILDMARC MEP ENGINEERING ONE HOUR RATED WALL CONSTRUCTION CONT CONTINUOUS F? PAINTED W 2 1553 PLATTE STREET, SUITE 204 6402 5 TROY CIRCLE, SUITE 100 C.Y. CYLINDER ./- PLUS OR MINUS DENVER COLORADO 80202 CENTENNIAL, CO 80111 CONTACT: PATTY YANKER CONTACT: ALICIA JOHNSON DECID DECIDUOUS R RADIUS 303-301-4801 303-936-1633 TIDO HOUR RATED WALL CONSTRUCTION DIA DIAMETER RE: REFER TO DS DOWN SPOUT REINF REINFORCED DUW DRAWINGS SHiG SHEATHING ARCHITECT PLUMBING ENGINEER EARA BATT EA EACH SIM SIMILAR ELEC ELECTRIC SPEC SPECIFICATIONS452 DESIGN EDGE, PI MEP ENGINEERING Q S BROADWAY, SUITE 100 6402 5 TROY CIRCLE, SUITE 100 INSULATION ELEV ELEVATION STL STEEL EQ EQUAL STRICT STRUCTURAL EXISTING PROJECT $ITE DENVER CO 80209 CONTACT: ANDY OLREE CENTENNIAL, CO 80111 CONTACT: MARC BROWN a CONCRETE RIGID EIP IFS EXTERIOR INSULATION AND TEMP TEMPERED FINISH SYSTEM TO. TOP OF Q U - 303-260-1211 303-936-1633 INSULATION TOW. TOP OF WALL FT FEET TYP TYPICAL o CIVIL ENGINEER ELECTRICAL ENGINEER GRAVEL SYNTHETIC GA GAUGEF GC GENERAL CONTRACTOR W/ WITH 1 0_ VERMILION PEAK ENGINEERING 1145 SHEA CENTER DRIVE, 4TH FLOOR MEP ENGINEERING 6402 6 TROY CIRCLE, SUITE 100 STONE G5F GROSS SQUARE FEET Q Y HIGHLANDS RANCH, CO 80129 CENTENNIAL, CO 80111 HM HOLLOW METAL CONTACT: BRIAN KROMBEIN CONTACT: GABI TOBIN 120-421-6161 303-936-1633 METAL STUD STEEL W 211 AVENUE LANDSCAPE ARCHITECT Wool) STUD FRAMING CMU JUMP DESIGN COMPANY SOUTH OSTREET W DENVER CO 80210-3210-32 21 CONTACT: TOM JUMP ®1133 303-282-0463 WOOD GYPSUM BLOCKING BOARD NORTH DESIGN EDGE architecture Interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 COPYRIGHT 2020 DESIGN EDGE A C REPRODUCTION OF THESE DRAWNGSWITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION Lf O 4=J 00 \V O 70 CID L io N H ) U p1 N (^ 70 v , _ Q C2 V Y HJ 10 N � V N 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions of NNhear u R� f BG/d/n9 oiz, COVER & PROJECT INFORMATION COVER KEYED SITE PLAN NOTES OI REMOVE AND IRE10LACE ASPHALT PAVING TO EXTENT NDICATED ON CIVIL DRAWINGS. O PROVIDE NEW LANDSCAPING AT AREAS INDICATED PER LANDSCAPE PLAN. O3 PROVIDE NEW PARKING STRIPING i0 EXTENT INDICATED. STRIPING i0 INCLUDE HIS PARKING SPACES, AND AISLES, DIRECTIONAL, STRIPING ALONG NORTH SIDE TO DEFNE WALKWAY AND PARKING AREAS. ® NEW AMENITY SPACE PROVIDE CONCRETE PAVED AREA TO EXTENT INDICATED. ALM CONTROL JONTS WITH ADJACENT 51DEWALK 0 NEW 6'-8' HIGH MASONRY TRASH ENCLOSURE WITH STEEL GATES i0 EXTENT INDICATED. PROVIDE MN. 3 BOLLARDS AT THE BACK OF THE ENCLOSURE. ©NEW 6'-8' HIGH CHAIN LINK TRASH ENCLOSURE WITH C14AN LNK GATES i0 EXTENT INDICATED. PROVIDE MN. 3 BOLLARDS AT THE BACK OF THE ENCLOSURE. O NEW CONCRETE SIDEWALK TO EXTENT INDICATED. ® NEW STANDARD GRAY CONCRETE PAVING WITH BROOM FNISH i0 EXTENT INDICATED WITH CONTROL JONTS AT 8'-0' O.C. AS NDICATED. PROVIDE CONTROL JONTS AT 5'-0' O.C. AT NARROW SIDEWALK AT BUILDING D. O NEW 12'-011 MULTI -TENANT MONUMENT SIGN PROVIDE ELECTRICAL POWER i0 EACH LOCATION AND CONCRETE FOUNDATION TO SUPPORT. SIGN UNDER SEPARATE PERMIT. DETAIL 445 THIS SHEET, LOCATIONS NDICATED ON PLAN. NEW CITY OF WHEATRIDGE MONUMENT SIGN. NOT N CONTRACT. II EXISTING CONCRETE PAVING AND RAILING TO REMAIN AT EXISTING PATIO. PROTECT DURING CONSTRUCTION. I 12 EXISTING BRICK PAVING TO BE REMOVED. PROVIDE NEW CONCRETE TO MATCH ADJACENT SIDEWALK 13 EXISTING GENERATOR TO REMAIN. PROTECT DURING CONSTRUCTION. 14 EXISTING ELECTRICAL TOWER TO REMAIN. PROTECT DURING CONSTRUCTION. 15 NEW STANDARD GRAY BROOM FNISH CONCRETE WITH 10'-0'x10'-0' CONTROL JONT PATTERN. SLOPE PER CIVIL DRAWINGS. 16 MODIFY EXISTING SIGN AT BASE TO ALLOW FOR NEW DRIVEWAY AND PARKING LOT CONFIGURATIOK T PROVIDE U -SHAPED BICYCLE RACKS AT LOCATIONS AND QUANTITY INDICATED. IRE: DETAIL THIS SHEET NO. 2. (S TOTAL) 1g PROVIDE CONCRETE CURB STOPS AT PARKING STALL LOCATIONS INDICATED. 19 NEW PAD MOUNTED TRANSFORMER AND CABINET. Fri ELECTRICAL. COORDINATE EXACT LOCATION WITH EXCEL. REMOVE EXISTING WOOD FENCE AND REMOVE MATERIRAL AND DEBRIS FROM ENCLOSED YARD. 21 REMOVE EXISTING RAMP AND STEP AND RAILING AND RECONFIGURE BASED ON FLOOR PLANS ON AI.I AND ENLARGED FLOOR PLANS. 22 EXISTING POUTER POLE TO REMAIN: PROTECT DURING CONSTRICTION / RE: ELECTRICAL. 23 REMOVE EXISTING POUTER POLE: COORDNATE WITH EXCEL: RE: ELECTRICAL. ® EXISTING WHITE FENCE ON ADJACENT PROPERTY TO RPMAN, PROVIDE NEW 6'-0' WOOD FENCE PER DETAIL 3 THIS SWEET - 3 1 © EXISTING BRICK PLANTER AND/OR COLUMN TO REMAIN. PROTECT DURING CONSTRICTION. 5 EXISTING BRICK ISLAND TO BE REMOVED TO ALLOW FOR NEW PARKING AND LANDSCAPE 2B REMOVE EXISTING MONUMENT SIGN AND BOLLARDS. REMOVE EXISTING BRICK PLANTER NDICATED BY DASHED LNE5. PROTECT ADJACENT BRICK SUPPORT COLUMN. PROVIDE 1 0 NEW CONCRETE SIDEWALK i0 MATCH ADJACENT SIDEWALK �Q e a v 151'-415' 7 ry _ 2 9N. Q r 11 OOPP 9 i� III I Y 9N. HATCHED AREA INDICATES ASPHALT PAVING ATEA i0 v REMAIN. PROVIDE ALTERNATE I PRICE TO REMOVE AND REPLACE OILa Z _ a I� III I � i II SII 13 1 II ° T III 0 e <— \©I SITE PLAN At 26th It Kipling 1' • 30-0' NORTH BUILDING -A- INVERTED U PIPE RAIL BICYCLE RACK PAINTED FIE: SITE PLAN FOR LOCATIONS QBIKE RACK DETAIL L 1/4 1 , N.._0. NOT USED DESIGN EDGE architecture Interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 METAL CAP AT TOP OF METAL CAP AT TOP OF 44 WOOD CEDAR STEEL FRAME STEEL FRAME © COPYRIGHT LDLD, DESIGN EDGE PC 8'-2' B' -Z' ALL RIGHTS RESERVED. ANY COPYING OR OTHER TREATED FENCE POSTS REP RODUCTI ON OF THESE DRAWINGS WITHOUT EMBED MIN 24' IN IO" NOTE: CONCRETE ACTION ww AND BE O"OE BACKSIDE STEEL POSTS WITH STEEL POSTS WITH ACTIO SID uu ,ECT TO LEGAL FACE OPPOSITE 51 Ix6 WOOD CEDAR METAL MESH INFILL Gold's Gold's -------- METAL MESH INFILL TOWARDS FRtt VERTICAL FENCE SLATS -------- MARKETPLACE M A R K E T P L A C E INTERNALLY INTERJALLY OF cot ILLUMINATED DOUBLE Tenant Tenant ILLUMNATED DOUBLE SIDED SIGN CABINET SIDED SIGN CABINET WITH REMOVABLE SIGNE Tenant Tenant WITH REMOVABLE SIGNS `u Tenant Tenant Tenant Tenant v `21 a ti -------- Tenant Tenant .n �n Tenant Tenant -------- /C LCA PRECAST CONCRETE Tenant Tenant Tenant Tenant PRECAST CONCRETE OR MASONRY OR OR MASONRY OR`sfD A4�� 2x6 W CEDARMETAL SILL Tenant Tenant Tenant Tenant METAL SILL HO NTAL RAILS 6 ' GYP. LJ PAINTED MASONRY PAINTED MASONRY OR ICAL FENCING AT METAL BASE m METAL BASE NORTH PROPERTY LINE m m RE: PLAN FOR EXTENT GENERAL SITE FLAN NOTES I. ARCHITECTURAL SITE PLAN SHOWN TO ESTABLISH SCOPE. 2. REMOVE AND INSTALL NEW ASPHALT PAVING PER CIVIL DRAWINGS. PHASE NEW PAVING i0 ALLOW FOR MINIMAL D15RUPTION i0 EXISTING BUSINESS TO REMAIN OPEN DURING CONSTRUCTION. GC i0 SUBMIT PHASING PLAN PRIOR i0 CONSTRICTION 3. REFER TO LIGHTING PLAN FOR EXTENT OF NEW LIGHT POLES. 4. REFER TO LANDSCAPE PLANS FOR DETAILED SCOPE OF Wow 5. REFER TO CIVIL DRAWINGS FOR DETAILED GRADNG INFORMATION 6. REFER TO CIVIL DRAWINGS FOR DETAILED UTILITY INFORMATION. T. GC i0 PROVIDE UNDERGROUND CONDUIT FOR ALL ELECTRICAL, TELEPHONE AND COMMUNICATION UTILITIES. 8. REFER TO AND LANDSCAPE DRAWING FOR EXTENT OF WORK IN ROM a FlI EXISTING TREES TO REMAIN DURING CONSTRUCTION. M: LANDSCAPE PLAN 10. COORDINATE UNDERGROUND UTILITY INSTALLATION WITH NEW ASPHALT INSTALLATION. 3 ® N RI BUILDING -B- wimp e e l8 0 14 N] BUILDING -C- MAN m. llNTA 5DETAIL 5 T1171. SWEET0 © 1 0 1 1831 W. 26TH AVENUE Pf"I'MS 910 i ADJACENT PROPERTY all E 11'-4' 11'-4' ELEVATION � ELEVATION Y MONUMENT SIGN 44 1=11-01 `� MONUMENT SIGN 4a'=I'-0' Monument signs are shown for reference only uy� covered under seperate signage permit directly with owner's signage vendor; associated permits/ II fees are outboard of this set of documents. ol■ Tai IN s_ BUILDING -D- m 15 ADJACENT PROPERTY 124'-015' a I I=> 00 q 30'-0' 18'-0' EXISTING DOCK AMA i0 REMAIN V%— o °°°°°°°°°°e IB� I IFa 01 0 I=> I=> MONUMENT SIGN f------� DETAIL 4 THIS SHEET II v #D Vi 2 Bit Parking, landscape islands, and concrete'patio' areas have changed based 3 upon revised ConMu water plans and OK26 discussions on 2/3/21 U CID T -i rl 0 41 00 Q)O (O L io (� (LII 7E- 57 C V U G 0) (1) _ Q (j� V Y 4.1 V N 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions of VJ hear 6 BG/d//n9JD�gypC,' I EET TITLE ARCHITECTURAL SITE PLAN AS1.1 DEMOLIITION PLAN AT LOWER LEVEL- EUILDING A 4e'=I'-0' NOTE: NO INTERIOR WOW THIS SPACE. RE: ELECTRICAL FOR RECONNECTION OF EXISTING PANELS TO NEW SERVICE m IN UP UP ,t z 0 m 1 z 0 m ® All abatement will now covered NORTH with Landlord work for specific suites as renovations take place with seperate construction GENERAL DEMOLITION NOTES I. CONTRACTOR SHALL COMPLETE ALL DEMOLITION EASED ON THE DOCUMENTS AND ADJACENT FLOOR PLANS. 2. CONTRACTOR SHALL THOROUGHLY REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM THE BUILDING. COORDINATE DUMPSTER LOCATIONS WITH THE BUILDING OWNER 3. DASHED LINES INDICATE EXTENT OF DEMOLITIONED WALLS, DOORS, EQUIPMENT, CEILINGS 1 LIGHT FIXTURES TO 5E REMOVED. 4. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE HVAC SYSTEM AND THE ELECTRICAL SYSTEM THAT IS TO REMAIN. REMOVE COMPLETELY ABANDONED DEVICES AND SUPPORTS. 5. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE EXISTING WINDOWS AND DOORS IDENTIFIED AS EXISTING TO REMAIN. 6. CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS TO REMAIN DURING DEMOLITION MTD CONSTRUCTION. 1. PREPARE EXISTING WALLS AND SUB FLOOR TO REMAIN FOR INSTALLATION OF NEW FNISHES. 8. CONTRACTOR SHALL STOP WORK AND NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE DISCOVERED ON SITE. 9. REMOVE ALL HANGARS, BRACKETS AND OTHER ABANDONED SUSPENSION DEVICES COMPLETE. 10. REPAIR ANY LOOSE OR DAMAGED EQUIPMENT AND DEVICES TO 'LIKE NEW' CONDITION DAVIE'S CHUCK WAGON DINER 10151 4b64 GSF NO INTERIOR WORK THIS SPACE. RE= ELECTRICAL FOR RECONNECTION OF EXISTING PANELS TO NEW SERVICE GI Z DEMOLIITION PLAN AT MAIN LEVEL- BUILDING A 4e'=I'-0' NORTH ON DN NOTE: PATCH AND REPAIR EXISTING AT NEW WATER SERVICE CONNECTION DESIGN EDGE architecture interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303)260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719)667-1972 ©COPYRIGHT mm, DESIGN EDGE PC ALLRIGHTS RESERVED ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE P C CONSTITUTES A VIOLATION of COPYRIGHT uW AND WILL BE SUBJECT TO LEGAL ACTON U fo U) rl 0 4m% 04/14/20 00 07/13/20 Owner Revisions O Scope Revisions 02/23/21 L. L N _O O U) U 0) (1) _ Q cj� 4.1 O U) ro N N N DATE 4/14/20 DRAWN BY MPG 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions ,Aj \Nheat , U �i a Ing D�g`oc SHEET TITLE MAIN & LOWER LEVEL BUILDINGA DEMOLIITION PLAN SHEET D 1 0 1 BI 82 VACANT 10105 l916 GSF J � III 83 B 0 Il'- ' D LINES INDI � XISi LS t O DOOR TELY. PAT ADJT SU TO EIVE NEW E . i (DDEMOLIITION PLAN AT LOWER LEVEL- BUILDING B AND C BI 82 P10100IF CASTILLO ENTERPRISES 10095 913 GSF CI C2 0 G3 C4 C5 Il' -51i' Il' -8' O I O G1 IFP-j1jr -WT T -1 n'-* I n'-llu, I 18'-2x' I n'-tV I n'-1' I LINESINDI EXIST LLS t TELY. PATCM NEW E5 TO R O O O O O DR NEUMANN 10090 848 GSF VACANT 100 2,142 GSF I NOTE: I NO INTERIOR WORC THIS SPACE. RE: ELECTRICAL FOR RECONNECTION OF EXIST PANELS TO NEW SERVI WORK IS INDICATED AT COMMON CORRIDOR ONLY. - PROVIDE HAZA OUS MATERIAL ABATEMENT PER REPORT BY ENVIMENTAL CONSULTANT. REMOVE ALL EX TING FINISHES. - PROVIDE NEW EL CTRICAL UPGRADE FOR THIS SPACE. - PROVIDE NEW MECHANICAL UPGRADE FOR THIS SPACE. DESIGN EDGE U architecture interior design r 482 S BROADWAY -SUITE 100 3 PETSUPPLY _^rl 0 NOTE: TELEPHONE: (303)260-7277 All abatement will now covered ° NO INTERIOR WOW W NOTE 711 N CASCADE AVE THIS SPACE. NO INTERIOR WORC COLORADO SPRINGS, CO 80903 RE: ELECTRICAL FOR N TELEPHONE: (719) 667-1972 COSMO'S RECONNECTION OF EXISTING CEE STORAGE PANELS TO NEW SERVICE REeERVEo. ANG ANY COPYING OTHER PANELS TO NEW SERVICE D0111 .- - - 1,110,316F i (DDEMOLIITION PLAN AT LOWER LEVEL- BUILDING B AND C BI 82 P10100IF CASTILLO ENTERPRISES 10095 913 GSF CI C2 0 G3 C4 C5 Il' -51i' Il' -8' O I O G1 IFP-j1jr -WT T -1 n'-* I n'-llu, I 18'-2x' I n'-tV I n'-1' I LINESINDI EXIST LLS t TELY. PATCM NEW E5 TO R O O O O O DR NEUMANN 10090 848 GSF VACANT 100 2,142 GSF I NOTE: I NO INTERIOR WORC THIS SPACE. RE: ELECTRICAL FOR RECONNECTION OF EXIST PANELS TO NEW SERVI WORK IS INDICATED AT COMMON CORRIDOR ONLY. - PROVIDE HAZA OUS MATERIAL ABATEMENT PER REPORT BY ENVIMENTAL CONSULTANT. REMOVE ALL EX TING FINISHES. - PROVIDE NEW EL CTRICAL UPGRADE FOR THIS SPACE. - PROVIDE NEW MECHANICAL UPGRADE FOR THIS SPACE. I I NOTE: NO INTERIOR T14I5 SPACE, I Ul 9 7E HAZARD IDE HAZARD NT PER R°: ELECTRICA FOR MATE N1 PER m RONMENTAL PANELSRECONNTO NE OF EXISTING REPORT IRONMENT _TANi. PEWEES TO NE SERVICE C ANT. I NOTE: I NOTE: PATCH AND REPAIR AT NEW PLUMBING SERVICE CONNECTION I `Il PATCH AND REPAIR Al _ NEW PLUMBING SERVICE CONNECTION NOTE: Windows and doors are NOT being replaced under this permit; U.N.O G2 C3 G4 G5 G6 Cl GS Il' -6' 11,5. Il' -8' 11'-11' 11'-* 11'' IB' -2V 11'-V AS ID V DESIGN EDGE U architecture interior design r 482 S BROADWAY -SUITE 100 3 PETSUPPLY _^rl 0 10111 TELEPHONE: (303)260-7277 All abatement will now covered 2,565 GSF W NOTE 711 N CASCADE AVE NO INTERIOR WORC COLORADO SPRINGS, CO 80903 THIS SPACE. N TELEPHONE: (719) 667-1972 IRE: ELECTRICAL FOR 12 CEE RECONNECTION OF EXISTING n REeERVEo. ANG ANY COPYING OTHER PANELS TO NEW SERVICE 0 REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WEIFI EN AIR HORIZATION OF DESIGN NO WORC THIS SPACE. EDGE GOON OF N°LATIECTT I I RIGHT LAwAND wILLeE eOeJECT TD LEGAL ACTIONGHT AcnoN MECN. SPACE (0 V N N Q> ' m PROJECT NO. 17128 DATE 0050 4/14/20 DRAWN BY MPG CHECKED ACO 610 G5F I I E HAZARD DAKOTA MAZER N1 PER VACANT SPO ENTAL 0040 2,144 GSF LTANT. 3,650 GSF I I NOTE: NO INTERIOR T14I5 SPACE, I Ul 9 7E HAZARD IDE HAZARD NT PER R°: ELECTRICA FOR MATE N1 PER m RONMENTAL PANELSRECONNTO NE OF EXISTING REPORT IRONMENT _TANi. PEWEES TO NE SERVICE C ANT. I NOTE: I NOTE: PATCH AND REPAIR AT NEW PLUMBING SERVICE CONNECTION I `Il PATCH AND REPAIR Al _ NEW PLUMBING SERVICE CONNECTION NOTE: Windows and doors are NOT being replaced under this permit; U.N.O G2 C3 G4 G5 G6 Cl GS Il' -6' 11,5. Il' -8' 11'-11' 11'-* 11'' IB' -2V 11'-V AS ID V REMOVE EXISTING DOOR FRAME, AND HARDWARE. I I I 2 DEMOLIITION PLAN I AT MAIN LEVEL- BUILDING 8 AND C NORTH y EJ 3 HAZARD r C� MATERI NT PER l J PORI ENTAL I I ANT FOR SPACE. E C I � I I I I I I REMOVE EXISTING DOOR, FRAME, AND GRATITUDE HARDWARE LITTLE ANGEL'S WITH VACANT SALON TF111 VACANT COMPLETE 10101 10091 BRAZIL 111=611 10051 11 bt 1,455 GSF 1060 GEF 10081 2,144 GSF 1094 GSF 3,185 GSF 1014 GSF O N 15 INDICATED Ai NOTE: DE HAZA E HAZARD NOTE, C ONLY. NO INTERIOR WOW MATE T PER MATERI NT PER NO INTERIOR WOR, - PRO HAZA OUS MATERI THIS SPACE. RE NT REPORT B ENTAL THIS SPACE. ABAi RER'ORT BY RE: ELECTRICAL FOR NOT TANT FORT CONS T FOR i E. RE: ELECTRICAL FOR PASSAGE RECONNECTION OF EXISTING LECTRICAL RECONNECTION OF EXIST 9 10105 3 ENVI CONSULTANT. PANELS TO NEW SERVICE NO INTERIOR WORD PANELS TO NEW SERVICE REM ALL EXI FMIsHE5. THIS SPACE. 3 - IDE NEW ELEC RE: ELECTRICAL FOR ASHED LI DLI ICA E FOR THIS SPAC . RECONNECTION OF EXISTING CA Q PANELS TO NEW SERVICE EX WINDOW REMWARE QOR i i n NOTE: Windows and doors are NOT being replaced under this permit; U.N.O a DESIGN EDGE U architecture interior design r 482 S BROADWAY -SUITE 100 3 PETSUPPLY _^rl 0 10111 TELEPHONE: (303)260-7277 All abatement will now covered 2,565 GSF W NOTE 711 N CASCADE AVE NO INTERIOR WORC COLORADO SPRINGS, CO 80903 THIS SPACE. N TELEPHONE: (719) 667-1972 IRE: ELECTRICAL FOR 12 CEE RECONNECTION OF EXISTING U' U-) REeERVEo. ANG ANY COPYING OTHER PANELS TO NEW SERVICE 0 REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WEIFI EN AIR HORIZATION OF DESIGN NO WORC THIS SPACE. REMOVE EXISTING DOOR FRAME, AND HARDWARE. I I I 2 DEMOLIITION PLAN I AT MAIN LEVEL- BUILDING 8 AND C NORTH y EJ 3 HAZARD r C� MATERI NT PER l J PORI ENTAL I I ANT FOR SPACE. E C I � I I I I I I REMOVE EXISTING DOOR, FRAME, AND GRATITUDE HARDWARE LITTLE ANGEL'S WITH VACANT SALON TF111 VACANT COMPLETE 10101 10091 BRAZIL 111=611 10051 11 bt 1,455 GSF 1060 GEF 10081 2,144 GSF 1094 GSF 3,185 GSF 1014 GSF O N 15 INDICATED Ai NOTE: DE HAZA E HAZARD NOTE, C ONLY. NO INTERIOR WOW MATE T PER MATERI NT PER NO INTERIOR WOR, - PRO HAZA OUS MATERI THIS SPACE. RE NT REPORT B ENTAL THIS SPACE. ABAi RER'ORT BY RE: ELECTRICAL FOR NOT TANT FORT CONS T FOR i E. RE: ELECTRICAL FOR PASSAGE RECONNECTION OF EXISTING LECTRICAL RECONNECTION OF EXIST 9 10105 3 ENVI CONSULTANT. PANELS TO NEW SERVICE NO INTERIOR WORD PANELS TO NEW SERVICE REM ALL EXI FMIsHE5. THIS SPACE. 3 - IDE NEW ELEC RE: ELECTRICAL FOR ASHED LI DLI ICA E FOR THIS SPAC . RECONNECTION OF EXISTING CA Q PANELS TO NEW SERVICE EX WINDOW REMWARE QOR i i n NOTE: Windows and doors are NOT being replaced under this permit; U.N.O a GENERAL DEMOLITION NOTES I. CONTRACTOR SHALL COMPLETE ALL DEMOLITION BASED ON THE DOCUMENTS AND ADJACENT FLOOR PLANS. 2. CONTRACTOR SHALL THOROUGHLY REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM THE BUILDING. COORDINATE DUMPSTER LOCATIONS WITH THE BUILDING OWNER 3. DASHED LINES INDICATE EXTENT OF DEMOLITIONED W41-1-5, DOORS, EQUIPMENT, CEILINGS t LIGHT FIXTURES TO BE REMOVED. 4. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE HVAC SYSTEM AND THE ELECTRICAL SYSTEM THAT IS TO REMAIN. REMOVE COMPLETELY ABANDONED DEVICES AND SUPPORTS. 5. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE EXISTING WINDOWS AND DOORS IDENTIFIED AS EXISTING TO REMAIN. 6. CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS TO REMAIN DURING DEMOLITION AND CONSTRUCTION. 1. PREPARE EXISTING WALLS AND SUB FLOOR TO REMAIN FOR INSTALLATION OF NEW FINISHES. 8. CONTRACTOR SHALL STOP WOW AND NOTIFY OWNER IMMEDIATELY P HAZARDOUS MATERIALS ARE DISCOVERED ON SITE. 9 REMOVE ALL HANGARS, BRACKETS AND OTHER ABANDONED SUSPENSION DEVICES COMPLETE. 10. REPAIR ANY LOOSE OR DAMAGED EQUIPMENT AND DEVICES TO 'LIKE NEW' CONDITION DESIGN EDGE U architecture interior design r 482 S BROADWAY -SUITE 100 3 DENVER, COLORADO 80209 _^rl 0 TELEPHONE: (303)260-7277 All abatement will now covered 00 W 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 with Landlord work for specific N TELEPHONE: (719) 667-1972 /L V 12 QC0GHTE COPYR2020 IGHT IGN 0 COPYRI EDGE PoR suites as renovations take place U' U-) REeERVEo. ANG ANY COPYING OTHER G 0 REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WEIFI EN AIR HORIZATION OF DESIGN EDGE GOON OF N°LATIECTT with seperate construction 2� RIGHT LAwAND wILLeE eOeJECT TD LEGAL ACTIONGHT AcnoN GENERAL DEMOLITION NOTES I. CONTRACTOR SHALL COMPLETE ALL DEMOLITION BASED ON THE DOCUMENTS AND ADJACENT FLOOR PLANS. 2. CONTRACTOR SHALL THOROUGHLY REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM THE BUILDING. COORDINATE DUMPSTER LOCATIONS WITH THE BUILDING OWNER 3. DASHED LINES INDICATE EXTENT OF DEMOLITIONED W41-1-5, DOORS, EQUIPMENT, CEILINGS t LIGHT FIXTURES TO BE REMOVED. 4. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE HVAC SYSTEM AND THE ELECTRICAL SYSTEM THAT IS TO REMAIN. REMOVE COMPLETELY ABANDONED DEVICES AND SUPPORTS. 5. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE EXISTING WINDOWS AND DOORS IDENTIFIED AS EXISTING TO REMAIN. 6. CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS TO REMAIN DURING DEMOLITION AND CONSTRUCTION. 1. PREPARE EXISTING WALLS AND SUB FLOOR TO REMAIN FOR INSTALLATION OF NEW FINISHES. 8. CONTRACTOR SHALL STOP WOW AND NOTIFY OWNER IMMEDIATELY P HAZARDOUS MATERIALS ARE DISCOVERED ON SITE. 9 REMOVE ALL HANGARS, BRACKETS AND OTHER ABANDONED SUSPENSION DEVICES COMPLETE. 10. REPAIR ANY LOOSE OR DAMAGED EQUIPMENT AND DEVICES TO 'LIKE NEW' CONDITION 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions t`N hest "P% "Q; A U 0 c "10"g9 p`,(.z` SHEET TITLE MAIN & LOWER LEVEL BUILDING B AND C DEMOLIITION PLAN SHEET D1.2 U r _^rl 0 0 a^ -J, 00 W -0 fu N /L V 12 _O O C U' U-) U G 0 2� (0 V N N Q> PROJECT NO. 17128 DATE 4/14/20 DRAWN BY MPG CHECKED ACO 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions t`N hest "P% "Q; A U 0 c "10"g9 p`,(.z` SHEET TITLE MAIN & LOWER LEVEL BUILDING B AND C DEMOLIITION PLAN SHEET D1.2 INEMDI pl p2 D3 REM D LxlsSTs 4 p5 pb p1 p8 D9 COMPLE ATCH ADJ SU i0 IVE NEW PINISHE . a mai NOT N AR W12W, STORAGE S40FI i i � I u�o z Cl mem III DEMOLIT=ION PLAN AT BUILDING D LOVER LEVEL V NI' -0' NORTH GENERAL DEMOLITION NOTES k -d 04/14/20 r—� U a E—� ru 20VIDE ALTERNA LLOILLS: L- '.O�/'o ID M TER MENi IS s° REMOVE EXISTING � _ IV E—� PATIO FENCE AND L- L io k -d 04/14/20 r—� U a E -d ru 20VIDE ALTERNA LLOILLS: L- '.O�/'o ID M TER MENi IS s° REMOVE EXISTING � _ IV E—� k -d 04/14/20 r-� U a E -d ru 20VIDE ALTERNA LLOILLS: L- '.O�/'o ID M TER MENi IS s° REMOVE EXISTING � _ IV L� PATIO FENCE AND r—� L io I DOORS COMPLETELY I N 'I'4 f) HU +s I I I -I k -d I. CONTRACTOR SHALL COMPLETE ALL DEMOLITION BASED ON THE DOCUMENTS AND ADJACENT FLOOR PLANS. 2. CONTRACTOR SHALL THOROUGHLY REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM THE BUILDING. COORDINATE DUMPSTER LOCATIONS WITH THE BUILDING OWNER 3. DASHED LINES INDICATE EXTENT OF DEMOLITIONED WALLS, DOORS, EQUIPMENT, CEILINGS 1 LIGHT FIXTURES TO BE REMOVED. 4. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE HVAC SYSTEM AND THE ELECTRICAL SYSTEM THAT IS TO REMAIN. REMOVE COMPLETELY ABANDONED DEVICES AND SUPPORTS. S. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE EXISTING WINDOWS AND DOORS IDENTIFIED AS EXISTING i0 REMAIN. 6. CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS i0 REMAIN DURING DEMOLITION AND CONSTRUCTION. 1. PREPARE EXISTING WALLS AND SUB FLOOR TO REMAIN FOR INSTALLATION OF NEW FINISHES. S- CONTRACTOR SHALL STOP WORK AND NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE DISCOVERE=D ON SITE. S. REMOVE ALL HANGARS, BRACKETS AND OTHER ABANDONED SUSPENSION DEVICES COMPLETE. 10. REPAIR ANY LOOSE OR DAMAGED EQUIPMENT AND DEVICES i0 'LNKE NEW' CONDITION STORAGE OFFICE A REMOVE EXISTING PATIO PENCE AND DOORS COMPLETELY '`W 04/14/20 Scope Revisions U a E—� ru 20VIDE ALTERNA LLOILLS: L- '.O�/'o ID M TER MENi IS I. CONTRACTOR SHALL COMPLETE ALL DEMOLITION BASED ON THE DOCUMENTS AND ADJACENT FLOOR PLANS. 2. CONTRACTOR SHALL THOROUGHLY REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM THE BUILDING. COORDINATE DUMPSTER LOCATIONS WITH THE BUILDING OWNER 3. DASHED LINES INDICATE EXTENT OF DEMOLITIONED WALLS, DOORS, EQUIPMENT, CEILINGS 1 LIGHT FIXTURES TO BE REMOVED. 4. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE HVAC SYSTEM AND THE ELECTRICAL SYSTEM THAT IS TO REMAIN. REMOVE COMPLETELY ABANDONED DEVICES AND SUPPORTS. S. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE EXISTING WINDOWS AND DOORS IDENTIFIED AS EXISTING i0 REMAIN. 6. CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS i0 REMAIN DURING DEMOLITION AND CONSTRUCTION. 1. PREPARE EXISTING WALLS AND SUB FLOOR TO REMAIN FOR INSTALLATION OF NEW FINISHES. S- CONTRACTOR SHALL STOP WORK AND NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE DISCOVERE=D ON SITE. S. REMOVE ALL HANGARS, BRACKETS AND OTHER ABANDONED SUSPENSION DEVICES COMPLETE. 10. REPAIR ANY LOOSE OR DAMAGED EQUIPMENT AND DEVICES i0 'LNKE NEW' CONDITION STORAGE OFFICE A REMOVE EXISTING PATIO PENCE AND DOORS COMPLETELY '`W 04/14/20 Scope Revisions U a E—� ru 20VIDE ALTERNA LLOILLS: '.O�/'o ID M TER MENi IS s° REMOVE EXISTING � _ IV 0 PATIO FENCE AND ENTRY L io I. CONTRACTOR SHALL COMPLETE ALL DEMOLITION BASED ON THE DOCUMENTS AND ADJACENT FLOOR PLANS. 2. CONTRACTOR SHALL THOROUGHLY REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM THE BUILDING. COORDINATE DUMPSTER LOCATIONS WITH THE BUILDING OWNER 3. DASHED LINES INDICATE EXTENT OF DEMOLITIONED WALLS, DOORS, EQUIPMENT, CEILINGS 1 LIGHT FIXTURES TO BE REMOVED. 4. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE HVAC SYSTEM AND THE ELECTRICAL SYSTEM THAT IS TO REMAIN. REMOVE COMPLETELY ABANDONED DEVICES AND SUPPORTS. S. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE EXISTING WINDOWS AND DOORS IDENTIFIED AS EXISTING i0 REMAIN. 6. CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS i0 REMAIN DURING DEMOLITION AND CONSTRUCTION. 1. PREPARE EXISTING WALLS AND SUB FLOOR TO REMAIN FOR INSTALLATION OF NEW FINISHES. S- CONTRACTOR SHALL STOP WORK AND NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE DISCOVERE=D ON SITE. S. REMOVE ALL HANGARS, BRACKETS AND OTHER ABANDONED SUSPENSION DEVICES COMPLETE. 10. REPAIR ANY LOOSE OR DAMAGED EQUIPMENT AND DEVICES i0 'LNKE NEW' CONDITION STORAGE OFFICE A REMOVE EXISTING PATIO PENCE AND DOORS COMPLETELY '`W 04/14/20 Scope Revisions U a 02/10/21 ru 20VIDE ALTERNA LLOILLS: '.O�/'o ID M TER MENi IS s° REMOVE EXISTING � _ IV 0 PATIO FENCE AND ENTRY L io I DOORS COMPLETELY I N f) HU +s I I 11111111111111110 m 0. Y REMOVE EXISTING 0 Lf) (O r n N I DECORATIVE ROOF V - N Bp ¢ I I I EXISTING Y 2675 S KII ING 11,153 GSF ¢ KITCHEN REMOVE EXISTING MECHANICAL AREA EQUI10MENT RE: MECHANICAL ------------------d F A C 7-71 ()j 7 BATHROOM Mal DESIGN EDGE architecture Interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303)260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719)667-1972 ALL`RIGHTS EDESIGN EDGE PC MY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE PC CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION Of yo W 04/14/20 Scope Revisions U Owner Revisions 02/10/21 ru 02/23/21 & Reductions IS 00 0 70 CID L io N f) HU +s UO)70 11111111111111110 m 0. Y H -J 0 Lf) (O r n N V N crax.7sa.�_e1.� 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions SHEET TITLE LOWER LEVEL BUILDING D DEMOLIITION PLAN SHEET D1.3 DESIGN EDGE architecture Interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 11, 1, TELEPHONE: (303) 260-7277 711 N CASCADE AVE DI D2 D3 D4 D5 D6 Dl D8 D9 COLORADO SPRINGS, CO 80903 TELEPHONE: (719)667-1972 0 COPYRIGHT 2020 DESIGN EDGE PC ALL RIGHTS RVED ANY COP THING OR OTHER REPRODUCTION OF THESE DRAW NGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE PC CawT�o��aE�aIENONSTITUTES AVIOLATION O.o�o� AND HANDRAIL DEMOLIITION PLAN AT BUILDING D MAN LEVEL Ve'=I'-0' NORTH GENERAL DEMOLITION NOTES I. CONTRACTOR SHALL COMPLETE ALL DEMOLITION BASED ON THE DOCUMENTS AND ADJACENT FLOOR PLANS. 1. CONTRACTOR SHALL THOROUGHLY REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM THE BUILDNG. COORDNATE DUMPSTER LOCATIONS WITH THE BUILDING OUNER 3. DASHED LINES NDICATE EXTENT OF DEMOLITIONED WALLS, DOORS, EQUIPMENT, CEILINGS ! LIGHT FIXTURES TO BE REMOVED. 4. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE HVAC SYSTEM AND THE ELECTRICAL SYSTEM THAT IS TO REMAIN. REMOVE COMPLETELY ABANDONED DEVICES AND SUPPORTS. 5. CONTRACTOR SHALL THOROUGHLY CLEAN, MAKE ANY REPAIRS AND MAKE FULLY FUNCTIONAL THE EXISTING WINDOWS AND DOORS IDENTIFIED AS EXISTING TO REMAIN. 8. CONTRACTOR SHALL PROTECT ALL EXISTING CONDITIONS TO REMAIN DURING DEMOLITION AND CONSTRICTION 1. PREPARE EXISTING WALLS AND SUB FLOOR TO REMAIN FOR INSTALLATION OF NEW FINISHES. 8. CONTRACTOR SHALL STOP WORK AND NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE DISCOVERED ON SITE. 9, REMOVE ALL HA1GAR5, BRACKETS AND OTHER ABANDONED SUSPENSION DEVICES COMPLETE 10. REPAIR ANY L008E OR DAMAGED EQUIPMENT AND DEVICES TO 'LIKE NEW' CONDITION Q� ii p TP Q) V (6 u) Q o 4=J 00 Q) o 116z issimmis 70 CID L N O (6 o C � U G C)) un 70 0.cj� Y H -J CID (10 V N � N 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions cNJ heat U L 4 m �O'70,i49 Dkr:00 SHEET TITLE MAIN LEVEL BUILDING D DEMOLIITION PLAN SHEET Dl 04 33 m I m '-10�i' I � 1 FLOOR PLAN AT LOWER LEVEL- BUILDING A 4e'=1'-0' NORTH I L 621-1' ',- 14' -II' I i- DAVIE'S CHUCK WAGON DINER 10151 4264 GSF NOTE: INTERIOR WORK THIS SPACE RE: ELECTRICAL FOR RECONNECTION OF EXISTNG PANELS TO NEW SERVICE 3 DN ALTE PRICE TO PROV AROOUS MATERI S AS ID ED N HAZA S 1ERIAL5 33'-10�i' Z FLOOR PLAN AT MAIN LEVEL- BUILDING A NORTH c NOTE: PATCH AND REPAIR EXISTING AT NEW WATER SERVICE CONNECTION Q On in 0 c 10 NEI DN i i 7 0 I I I I I DESIGN EDGE architecture Interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 COPYRIGHT 2020 DESIGN EDGE PC ALL RIGHTS RESERVED ANY COP THING OR OTHER REPRODUCTION OF THESE DR ARVINGS WITHOUT THE PRIOR WRITTEN JULY OR RATION OF DESIGN EDGE PC CONSTITUTES A MOLATI ON OF COP HEIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION A0p Q o 4=J 00 Q) o 70m L io CID N H- -) U C))N (^ 70 v , _ i. C2 H -J (10 N � V N 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions EET TITLE MAIN & LOWER LEVEL FLOOR PLAN Al =l ■ 11'-6' I. 11'-5' VACANT 10105 016 GSF I U, FLOOR FLAN AT LOWER LEVEL- BUILDING B AND C 1I-0' NORTH BI 82 Top - 00 1 0 0 1 ii it i i nil I CHECKED ACO i U Scope Revisions 07/13/20 fu 3 t CASTILLO & Reductions i O PET SUPPLY ENTERPRISES -y 10111 O 70 CID 2,565 GSF i_o NOT N O NO INTERIOR WOW NOTE U THIS SPACE. ❑ RE: ELECTRICAL FOR 913 GSF NO INTERIOR WOW RECONNECTION OF EXISTING Q PANELS TO NEW SERVICE THIS SPACE. HJ i NO INTERIOR WIORC U-) IRE: ELECTRICAL FOR (� THIS SPACE. COSMO'S V RECONNECTION OF EXISTING R°: ELECTRICAL FOR STORAGE K PANELS TO NEW SERVICE QREMOVE 10111 K 15 INDICATED AT GAMMON CORRIDOR ONLY. FRAME, AND HARDWARE. 1,110 GSF I U, FLOOR FLAN AT LOWER LEVEL- BUILDING B AND C 1I-0' NORTH BI 82 Top - 00 1 0 0 1 ii it i i nil I Z FLOOR FLAN AT MAIN LEVEL- 51JILDING 5 AND C I/e'=1'-0' 11'-6' Nim Il' -51i' 11'-8' M n' -u' VACANT LJ 100801 2,142 GSF -� - - - ------------ _------- CHECKED ACO � U Scope Revisions 07/13/20 fu 3 t CASTILLO & Reductions --x%1 O PET SUPPLY ENTERPRISES -y 10111 O 70 CID 2,565 GSF i_o NOT N O NO INTERIOR WOW V U THIS SPACE. RE: ELECTRICAL FOR 913 GSF EEEE RECONNECTION OF EXISTING Q PANELS TO NEW SERVICE Y HJ i NO INTERIOR WIORC U-) NO UIOfdC THIS SPACE. (� THIS SPACE. V R°: ELECTRICAL FOR K RECONNECTION OF EXIST cui ICE QREMOVE DASHED LNE5 INDICATE EXISTING DOOR K 15 INDICATED AT GAMMON CORRIDOR ONLY. FRAME, AND HARDWARE. Z FLOOR FLAN AT MAIN LEVEL- 51JILDING 5 AND C I/e'=1'-0' 11'-6' Nim Il' -51i' 11'-8' M n' -u' VACANT LJ 100801 2,142 GSF -� - - - ------------ _------- CHECKED ACO 100 % Construction: 04/14/20 U Scope Revisions 07/13/20 fu 3 Scope Revisions 02/23/21 CASTILLO & Reductions --x%1 O O ENTERPRISES -y O 70 CID Flo -OW i_o N O V U (� v / 913 GSF -� _ M Q Y HJ i NO INTERIOR WIORC U-) (O N (� THIS SPACE. V R°: ELECTRICAL FOR RECONNECTION OF EXIST cui ICE 3 K 15 INDICATED AT GAMMON CORRIDOR ONLY. PTil WG-llAeiEAM4lD1F•FGR HAZARD AiERI ENT PER MOVE ALL EXI TING FINISHES. EN TAL PROVIDE NEW EL CIRICAL UPGRADE FOR TI CANT. IIII SPACE. i PROVIDE NEW ME MllCAL UPGRADE FOR THIS SPACE. NOTE: PATCH PATCH NJD REPAIR AT NEW PLUMBING SERVICE I CONNECTION I Il' -Its' 8'-276' 11 -V 11 -V ------ 77f7 i NOTE: Windows an doors are NOT being replaced nder MECH. ACE It i e i 6 GSF o 1 HAZARD DAKOTA LIMATERIIENT PER VACANT Ss SEES RE NTAL 0040 006 LTANT. 3b59 GSF m 2,144 GSF - - - - - - - - -- - - - - - - - i NOTE: g NO INTERIOR II THIS SPACE. ' RE: ELECTRIC FOR HAZA RECONNERIA CTION OF EXISTING MATEL ENT PER PANELS TO NEUV SERVICE EN NT LTANT. I i i NOTE. A 9 i— PATCH AND REPAIR Aj U + n NEW PLUMBING SERVICE - Z i Z � CONNECTION !s\ — _ — — I n r r r r r r r r r r � � � s `11`5 V V i i i i i V v`0....... v m m All abatement will now covered with Landlord work for specific suites as renovations take place with seperate construction documents per space n' -5f' n'-8' n' -u• n' -9S' n'-114' 8'-276' n'-�4' n' -r n' -1K' m U O 0 O 0 m m O O O O 0 O O 0 0 O O 0 0 O O 0 0 o ; ;NOTE: Windows nd doors are ­1 FEEEE fl O U I NOT being repla ed under o NOTE: I � � this permit; U.N. PROVIDE HAZARDOUS `� - o o NOTE: NOTE.. MATERIAL A54iEMENi PER NO INTER ORWO RC NO INTERIOR WOW FEF'ORT 5Y ENVIRONMENTAL THIS SPACE. THIS SPACE. CONSULTANT FOR THIS SPACE. RE: ELECTRICAL FOR RE: ELECTRICAL FOR RE: ELECTRICAL RECONNECTION ANEL6 O NEW SERVICE RECONNECTION SERVICE EXISTM PANELS ANEEONEW SERVICE CE - - - - - - - - - - - - - - - - - - - - - - - - - - __ - - -- - - ice- i i i GRATITUDE _� $ ANGEL'6 WITH VACANT5A1 LITTLE ZIL a m IMI VACANT OpB 1,455 GSF 1060 GSF Flo -0811 2,144 CAP III GSF i 3O i 1014 GSF 15F -t£a - - - - - - - - - - - - - _ -- - - _—_ - - t /3\ NO NOTE, NOTE: IS INDICATED AT COMMON NOTE: ,i PROVIDE HAZARDOUS PROVIDE HAZARDOUS NOTE: IDOR ONLY. NO INTERIOR WORK E__j MATERIAL ABATEMENT PER MATERIAL ABATEMENT PER NO INTERIOR WORK PROVIDE HAZARDOUS MATERIAL THIS SPACE. ii �i REPORT 5Y ENVIRONMENTAL REPORT 57 ENVIRONMENTAL THI5 SPACE. �: ELECTRICAL FOR ,'�_ CONSULTANT FOR THIS SPACE CONSULTANT FOR THIS SPACE. R=: ELECTRICAL FOR ABATEMENT PER REPORT B7 NOS. PASSAGE D ENVIFORIENTAL CONSULTANT. RECONNECTION OF EXISTING NO INTERIOR Ul0 RE: ELECTRICAL RECONNECTION OF EXISTI 10105 PANELS TO NEW SERVICE -- PANELS TO NEW SERVICE i REMOVE ALL EXISTING FINISHES. i THIS SPACE. iii i i i i PROVIDE NEW ELECTRICAL IRE: ELECTRICAL FOR iii UPGRADE FOR T1415 SPACE. MCONNECTION OF EXISTING"i`=�i PANELS TO NEW SERVICE u NF -F Fill" 1111 Pill Pill I m NOTE: Windows and doors are NOT being replaced under this permit; U.N.O 0 m I abatement will now covered with Landlord work for specific suites as novations take place with seperate construction documents per space D E S I G NEDGE architecture Interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303)260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719)667-1972 COP HEIGHT 2020 HE SIGN E AGE A C REPRODUCTION OF THESE DRAWINGS WITHOUT THE AS IOR WRI TTEN AN THORIZATION OF HE SI GN EDGE A C CONSTITUTES A VIOLATION OF C OPYRIGH T LAW AN D WILL BE SU BJE CT TO LEGAL ACTION W CHECKED ACO 100 % Construction: 04/14/20 U Scope Revisions 07/13/20 fu 3 Scope Revisions 02/23/21 & Reductions l rT-i _ �..L O 00 O 70 CID L i_o N O V U (� v / 70 _ M Q Y HJ 0 U-) (O N (� N V N - _ CHECKED ACO 100 % Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 3 Scope Revisions 02/23/21 & Reductions cf \N heat v �R� 1 BGi DMgvo mg /. SHEET TITLE MAIN & LOWER LEVEL FLOOR PLAN SHEET Al 02 DESIGN EDGE architecture Interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 pl p2 p3 p5 pb p1 pS ` 711 N CASCADE AVE ,\ COLORADO SPRINGS, CO 80903 p4 D9 I TELEPHONE: (719) 667-1972 COPYRIGHT EOE0, DESIGN araIons RESERVED NY COP THING OR OTHER 6EDGE PC CONSTITUTES A MOLATI ON OF r it A41REPRODUCTION OF THESE DR ARVINGS WITHOUT THE PRIOR WRITTEN JULY OR RATION OF DESIGN TIONHEIGHT LAW AND WILL RE SUBJECT TO LEGAL AC I 5'-I®' IV A, IS 18 22'_0: 25'-4' i e 22'-5' aJrO 4'-0' 3'-2' 4'-0' 4'-0' 4'-0' 4'-0' 4'-0' 4'-0' 3'-Y 4''-0' IXF'I x p��oF coto9 STORAGE Not IN x OFFI a A6.1 /C U —-------------------- - 52-5' fp A4 k-1 k-1 i' X NOSE r NO WORK THIS 5111 ��JJ - PROVIDE ALTERNATE lit i E AS FOLLOWS: I i PROVIDE HAZARDOUS MAWTERIAL A5ATEMENT -� PER REPORT 57 ENVIRONMENTAL CONSULTANT. k-i - k-1 _,- k-1 k-1 - - - - - - - - - - - - - - - - - - - - - - D NOT IN WI-1rXISTIWS 51 AL EY 9 AfCa'EA TO2625 5 KIPLING M E IMG.-i 11,153 GSF 51 AMA I aii MECHANICAL ii �_l KIT AREA r� ------ STORAGE -------------------- IN- - - E9R A l JI—�—i [F c 6 V JROT' 011 - GD U) OM '�hl la!!IA�Ilf1O 4= J 00 - O i HAZARD MAi i i i �� i PER � 57_ l70 NICY9(10u c STORAGE5 N O ROOM A6.1 CID T O s I - 'V LOCKER L. HJ U - (n - ROOM p) N - p) GG TTTTTTTTT TTT, VI — 70 - - - - - - - - - - - - - u Y H--+ z�z Ln lu I r0 N N CIA l (a V N I PROJECT NO. 17128 DATE 4/14/20 DRAWN BY MPG CHECKED ACO 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 3 Scope Revisions 02/23/21 &Reductions � FLOOR PLAN AT 5UILDNG D LOWER LEVEL Us'=1'-0' NORTH c� \N hear G I �G/ 9tioC / 7oy�e Dpit SHEET TITLE MAIN & LOWER LEVEL FLOOR PLAN SHEET Al 03 DESIGN EDGE architecture Interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303)260-7277 711 N CASCADE AVE DI D2 D3 D4 D5 D6 Dl D8 D9 COLORADO SPRINGS, CO 80903 TELEPHONE: (719)667-1972 ALL RIGHTS RESERVED eMY COPYING OR OTHERREPRODUCTION OF THESE DRAWINGS WITHOUT0 THE PRIOR WRITTEN AUTHORIZATION OF DESIGNEDGE PC CONSTITUTES A VIOLATION OFCOPYRIGHT LAW AND WILL BE SUBJECT TO LEGALACTION pF CO(p99 FNgfO ARCS U U) _ fu T -i �..L O 00 0 70 CID L o 5� N U H) ' ^ pl N VI 70 Q Y a+ 0 Lf) (O (� N V 36 N W RAMP, STEP AND R41LNG. COORDINATE SLOPES WITH NEW PAVEMENT INSTALLATION PROJECT NO. 17128 DATE 4/14/20 DRAWN BY MPG CHECKED ACO 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 S Scope Revisions 02/23/21 &Reductions � FLOOR PLAN AT 5111LOING D MAN LEVEL Vc'•I'-0' NORTH OkW heat v �R� 9 SHEET TITLE MAIN & LOWER LEVEL FLOOR PLAN SHEET Al 04 i 151'-101$' 21'-0' 25'-4' 27-5' AD VACANT 10011 9 11p15 G5F ^; WALKWAY 10031 � a� �r 475 G5F NFILL EXISTING DOOR _ WITHMA50NRY10 _ _ _ _�_ _ _�_ �_ - - cD MATCH EXISTING. PAINT rFr NOTE: o NO INTERIOR IWrdC THIS SPAC�. i PROVIDE ALTERNATE PRIDE FOLLOWB: O O LINES I PROVIDE HAZARDOUS MATERlIJ}�SL ABATEMENT NEW � PER REPORT BY ENVIRGNMENjAL = CONSULTANT. i i r � EXISTING s 3 PANELSFTO NEWC�R�GE� r-- ------� STING WITH EXISTINCx L-- ------� xl ROOF PLAN EUILDING A 4c'•I'-0' T DESIGN EDGE D2 D3 D4 D5 D6 Dl DS p9 a rcInlecture Interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE �\ COLORADO SPRINGS, CO 80903 BUILDING -D- 3 H TELEPHONE: (719) 667-1972 neMix.t evimnv_ ej Irreec 1 1 .t ev c+uv_ i� IrJ•as Z ROOF PLAN BUILDING D 4c'•I'-0' NORTH «�t�A 0 NOTE: all existing rooftop elements to remain and any modifications shall be comp per tenant improvement \ iA.FRONi PARAPET 113'-S!h' ./- KEYED ROOF PLAN NOTE5 O EXISTING MECHANICAL EQUIPMENT i0 REMAIN. PROTECT DURING NEW INSTALLATION OF ROOF SYSTEM. O3 EXISTING STANDING SEAM METAL ROOF TO REMAN. PROVIDE ALTERNATE PRICE TO REMOVE AND REPLACE WITH NEW STANDING SEAM METAL ROOFING. RE ROOF THIS AREA: NEW STANDING SEAM METAL ROOPING SYSTEM AT NEW STEEL FI © EXISTING TILE ROOF TO REMAIN. PROTECT DURNG CONSTRICTION. PROVIDE ALTERNATE PRICING TO REPLACE WITH NEW STANDING SEAM METAL ROOFING. O EXISTING ASPHALT SHINGLE ROOFING TO REMAN. PROTECT DURING CONSTRICTION. ©COPYRIGHT mm, DESIGN EDGE PC ALL RIGHTS RESERVED ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTENAUTHORIZATION OF DESIGN EDGE, PC CONSTITUTES A AGITATION OF COPYRIGHT UAW AND WILL BE SUBJECT TO LEGAL ACTON /pF gyp/ CIO `,J 17128 DATE fo DRAWN BY DO Scope Revisions 02/23/21 & Reductions R PLACE A5 INDICATED 4m J 00 AS IND O L. L N O OVE INCENERATOR Q REMOVE EXISTING ROOF JU + AND LATED EQUI i CANOPY AT ENTRANCE TO (1) INFILDECK EXISTING 51 ALLEY. R INDICATED CTURAL OVE ALL AEAND D PATCH AND REPAIR Q DRAWINGS. E ENT PRIOR ADJACENT WALL 511RFA.CES. Ii NSTAL TION OF W 3 IO''� N L ENCLOSURE ROOFING. (V STING ROOF EOUIT 41 PETNE o IML FENE IONS PRIOR NG RE:r_, TORE-ROOFI NG. ---------------------------T r r , I I o I I TU FO D TAI FOR DE _I J L_____________ _________________________L -_ Ir---- AT PARAPET AND I'i I'i 0 0 ASSOCIATED ELECTRICAL. F EXISTING ISI ISI r 3 ME ENT li li AND CHANICAL OKA:L'5:TET UI TANDRE:LAMS3,-0„- -INFI E IONS LL ROOF FENETRATI kEMOVE Ex15iING ROOF HATCH AND ME IN OOFI PR TORE-ROOFI �:L-----Ji DETAIL 6 FOR AILS. OPENING AND ��OF THIS � LOCATION NEW 36'x36' ROOF HATCH L ATION.REMOVE I'• EXISTING GOLD'S SIGN TO COORDINATE WITH EXISTING J015T5 FLASHI ,AND I ATION REMAIN REPAIR i0 'LIKE RE. DETAIL 2/A3.2S AN DAMAGED NEW' CONDITION- THING COMPLETE A6.1 Ab. li li CRY PAS FOR NEW ROOF L -J 14'_9' i23'-3' 36'-0' Z3'-3' I 53'-21$' REMOVE EXISTING LIGHTI AT PARAPET AND ASSOCIATED ELECTRICAL. GG EXISTING ELOPED ROOFING SLOPED 5LOPED 4 L 3 A3? EXISTING SLOPED ROOFING i0 REMAIN ROOF ROOF TO REMAIN o Z ROOF PLAN BUILDING D 4c'•I'-0' NORTH «�t�A 0 NOTE: all existing rooftop elements to remain and any modifications shall be comp per tenant improvement \ iA.FRONi PARAPET 113'-S!h' ./- KEYED ROOF PLAN NOTE5 O EXISTING MECHANICAL EQUIPMENT i0 REMAIN. PROTECT DURING NEW INSTALLATION OF ROOF SYSTEM. O3 EXISTING STANDING SEAM METAL ROOF TO REMAN. PROVIDE ALTERNATE PRICE TO REMOVE AND REPLACE WITH NEW STANDING SEAM METAL ROOFING. RE ROOF THIS AREA: NEW STANDING SEAM METAL ROOPING SYSTEM AT NEW STEEL FI © EXISTING TILE ROOF TO REMAIN. PROTECT DURNG CONSTRICTION. PROVIDE ALTERNATE PRICING TO REPLACE WITH NEW STANDING SEAM METAL ROOFING. O EXISTING ASPHALT SHINGLE ROOFING TO REMAN. PROTECT DURING CONSTRICTION. ©COPYRIGHT mm, DESIGN EDGE PC ALL RIGHTS RESERVED ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTENAUTHORIZATION OF DESIGN EDGE, PC CONSTITUTES A AGITATION OF COPYRIGHT UAW AND WILL BE SUBJECT TO LEGAL ACTON /pF gyp/ CIO `,J PROJECT NO. 17128 DATE fo DRAWN BY U) Scope Revisions 02/23/21 & Reductions O 4m J 00 O L. L N O JU + 0) (1) _ M Q Y H_, IO''� N L V (V PROJECT NO. 17128 DATE 4/14/20 DRAWN BY MPG 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions 0 Whear�'o• U m ing DMy� EET TITLE ROOF PLAN BUILDING AAND D EET A301 M1 C ED STEEL INSULATED ROOF CURB MECHANICALLY ATT D- TPO ROOFING MEMS 4' MIN. RKaID INSULATION, PROTECTION BOARD ON EXISTING PRECAST DOUBLE EXISTING PFES ATE RE: STFAk L FOR O REQUIREMENTS- ATE EXACT LOCATION EXISTIN TEE LEGS. �c1-4 •-•-��g pOTTOM OF TEE LEG BEYOND HATCH QROOF DETAIL G It'l:,I'-0: OL o 9 --------- EXISTING - - EXISTING SLOPED ROOFING TO REMAIN 0 0 NOT USED TPO SYSTEM RE: OTES FOR COMPLETE U SYSTEM 24 GA ROOF E ASHMG Tn EXISTING MECHANICAL FLASHING ON PRESS TREATED _ O EQUIPMENT AT TENANTS i0 WOOD. SLOPE AS INDI D. 00 0 REMAIN i0 REMAIN IN I` L O 4' BOX GUTTER PLACE -- (n U) U I PIECE WOOD FASCIA ANCHORED T 0) IRE: MECHANICAL PLANS ROOF FRAMING PAINTED EXISTING MECHA�NNICAL EQUIPMENT AT 1ENANTS TO ---I EXTEND WEATHER BARRIER DOWN Q REMAIN i0 REM IN IN FACE OF WALL BEHIND NEW WOOD FASCIA i0 COVER ALL WOOD PLACE BLOCKING AND NAILER5 N� N RE: MECHANICAL PLANS --- EXISTING ROOF STRUCTURE EXISTING MASONRY RIOR WALL PROTECT DURING STRUCTION I I PAINTED DATE 5 ROOF DETAIL JIIIF� NOT USED 0 G4 BUILDING -C- B L QUI IN 9 ALL 10' N 24 GA PREFINI5HED METAL CAP FLASHING ON PRESSURE TREATED WOOD. SLOPE AS INDICATED. COLOR TO MATCH ADJACENT STUCCO FINISH. PROVIDE 2x TREATED NAILER AND AS REQUIRED. ED DRIP EDGE i:0411 laAWLIN� EXTEND ROOFING T NE UP BACKSIDE OF PARADERAND OVER CAP FLASHING IeW ROOFING SYSTEM ON EXISTING ROOF FRAMING. RE: ROOF MAN Cl GS TD. REAR ROOF 110'-IP41 AWL S I I 3 --+_ _ _ -- -- _ - DATEIA1.=gN EW 4'-0' IGH ROOF D1 DTO C EQUIP'ENL THIS SH ET Slide z NOTE: all exiting rooftop elements to remain and any ro.FRCNT 113'-13U2' ./- modifications shall be complete per tenant improvement drawin NOT USED 24 GA PREFINISHED METAL CAP FLASHING ON PRESSURE TREATED WOOD. SLOPE AS INDICATED. COLOR TO MATCH ADJ STUCCO FINISH. 1�3H'U71:C�]i1L� �f379L�� EXTEND ROOFING MEMBRANE UP BACKSIDE OF PARAPET UNDER AND OVER CAP FLASHING AND DOWN FACE OF OUTSIDE WALL MIN 2' EXISTING STUCCO CEMENT PLASTER REFINISH AS INDICATED ON ELEVATIONS ROOFING SYSTEM ON EXISTING P FRAMING. RE: ROOF PLAN PROOF DETAIL `t IV2I.1'-0' KEYED ROOF FLAN NOTES O EXISTING MECHANICAL EQUIPMENT i0 REMAIN. PROTECT DURING NEW INSTALLATION OF ROOF SYSTEM. O3 EXISTING STANDING SEAM METAL ROOF TO REMAIN. PROVIDE ALTERNATE PRICE TO REMOVE AND REPLACE WITH NEW STANDING SEAM METAL ROOFING. ® RE ROOF THIS AREA: NEW STANDING SEAM METAL ROOFING SYSTEM AT NEW STEEL FRMS. © EXISTING TILE ROOF TO REMAIN. PROTECT DURING CONSTRICTION. PROVIDE ALTERNATE PRICING TO REPLACE WITH NEW STANDING SEAM METAL ROOFING. O EXISTING ASPHALT SHINGLE ROOFING TO REMAIN PROTECT DURING CONSTRUCTION. DESIGN EDGE arch Read re Interior design 482S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ©COPYRIGHT 2020, DESIGN EDGE PC ALL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOOr THE PRIOR WRITTENAOTHowuTION OF DESIGN EDGE, PC CONSTIIlTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION �pF Cot y W U (o Tn EXISTING MECHANICAL 3 _ O EQUIPMENT AT TENANTS i0 - - 00 0 REMAIN i0 REMAIN IN I` L O PLACE -- (n U) U 0) IRE: MECHANICAL PLANS '0 EXISTING MECHA�NNICAL EQUIPMENT AT 1ENANTS TO ---I _ Q REMAIN i0 REM IN IN PLACE (10 V N� N RE: MECHANICAL PLANS --- I I I E17128 DATE EXISTING MECHANICAL DRAWN BY MPG EQUIPMENT AT TENANTS i0 -- REMAIN TO REMAIN M Pi ArF RE: MECHANICAL PLANS 0 N 24 GA PREFINI5HED METAL CAP FLASHING ON PRESSURE TREATED WOOD. SLOPE AS INDICATED. COLOR TO MATCH ADJACENT STUCCO FINISH. PROVIDE 2x TREATED NAILER AND AS REQUIRED. ED DRIP EDGE i:0411 laAWLIN� EXTEND ROOFING T NE UP BACKSIDE OF PARADERAND OVER CAP FLASHING IeW ROOFING SYSTEM ON EXISTING ROOF FRAMING. RE: ROOF MAN Cl GS TD. REAR ROOF 110'-IP41 AWL S I I 3 --+_ _ _ -- -- _ - DATEIA1.=gN EW 4'-0' IGH ROOF D1 DTO C EQUIP'ENL THIS SH ET Slide z NOTE: all exiting rooftop elements to remain and any ro.FRCNT 113'-13U2' ./- modifications shall be complete per tenant improvement drawin NOT USED 24 GA PREFINISHED METAL CAP FLASHING ON PRESSURE TREATED WOOD. SLOPE AS INDICATED. COLOR TO MATCH ADJ STUCCO FINISH. 1�3H'U71:C�]i1L� �f379L�� EXTEND ROOFING MEMBRANE UP BACKSIDE OF PARAPET UNDER AND OVER CAP FLASHING AND DOWN FACE OF OUTSIDE WALL MIN 2' EXISTING STUCCO CEMENT PLASTER REFINISH AS INDICATED ON ELEVATIONS ROOFING SYSTEM ON EXISTING P FRAMING. RE: ROOF PLAN PROOF DETAIL `t IV2I.1'-0' KEYED ROOF FLAN NOTES O EXISTING MECHANICAL EQUIPMENT i0 REMAIN. PROTECT DURING NEW INSTALLATION OF ROOF SYSTEM. O3 EXISTING STANDING SEAM METAL ROOF TO REMAIN. PROVIDE ALTERNATE PRICE TO REMOVE AND REPLACE WITH NEW STANDING SEAM METAL ROOFING. ® RE ROOF THIS AREA: NEW STANDING SEAM METAL ROOFING SYSTEM AT NEW STEEL FRMS. © EXISTING TILE ROOF TO REMAIN. PROTECT DURING CONSTRICTION. PROVIDE ALTERNATE PRICING TO REPLACE WITH NEW STANDING SEAM METAL ROOFING. O EXISTING ASPHALT SHINGLE ROOFING TO REMAIN PROTECT DURING CONSTRUCTION. DESIGN EDGE arch Read re Interior design 482S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ©COPYRIGHT 2020, DESIGN EDGE PC ALL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOOr THE PRIOR WRITTENAOTHowuTION OF DESIGN EDGE, PC CONSTIIlTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION �pF Cot y W U (o Tn rl _ O 4mJ 00 0 L. L N _O O (n U) U 0) (1) '0 v, _ Q (10 V N� N PROJECT NO. E17128 DATE 44/20 DRAWN BY MPG 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions 0 Whear�'o. U m Gj7olOg DMg� I EET TITLE ROOF PLAN BUILDING B AND C A302 ELEVATION SOUTH ELEVATION - BUILDING A i 8 A �i ELEVATION A SOUTH ELEVATION - BUILDING C 1/13'4-0' N MI 3 ELEVATION SOUTH ELEVATION - BUILDING D /8'•I'-0' Lthese ting of exterior and any doorreplacement are not apart of truction documents REPAIR AND RESTORE EXISTING ILLUMINATED GOLD'S MARKETPLACE SIGNAGE TO 'LIKE ----- __ NEW' CONDITION _._.._._ Lil 13 13 13 13 13 13 NOTE: NO WOW THIS ELEVATION h T.O. ROOF RIDGE BUILDING A ELEVATION `t WEST ELEVATION - BUILDING A 1/8'4-0' EXISTING CONCRETE WALL BI_ _- - - —1—L ELEVATION `t EAST ELEVATION AT PATIO RAIL 141•1'-0' NEW STEEL 12' HIGH CONCRETE CURB GUARDRAIL AT AT PARKING SIDE. PATIO PAINTED F RE: STRUCTURAL Gold's MARKETPLA(E KEYED ELEVATION NOTES C/ iiiiiii IPS III O_ O3 NEW CAST IN PLACE 10' WIDE CONCRETE RETANING WALL WITH CONCRETE FOOTINGS TO FROST DEPTH AS REQUIRED. PROVIDE ARCHITECTURAL GRADE FINISH ON WALL ON EXPOSED SIDES. PROVIDE GUARDRAIL ON TOP PER DETAILS ON A(W !WD STRUCTURAL. O5 EXISTING CAST N PLACE 10' WIDE CONCRETE RETAINING WALL. PROVIDE GUARDRAIL ON TOP PER DETAILS ON A8.1. © PROVIDE NEW GUARDRAIL AT EXISTING CONCRETE WALL TO EXTENT INDICATED. !1 REMP I """""" 4E6H"""' RELOCATE AND/OR PROVIDE NEW EQUIPMENT UNDER SEPARATE TI CONTRACT. Q REMOVE EXISTING ROOFING AND SUPPORT STRUCTURE PROVIDE NEW STEEL CANOPY WITH METAL ROOFINGS PATCH AND REPAIR EXISTING PER BUILDING STANDARD. II EXISTING DOOR TO REMAIN. 13 EXISTING STOREFRONT AND/OR WINDOWS TO REMAIN. NO WORK 15 NEW SIGNAGE THIS LOCATION BY TENANT. REMOVE OLD SIGN AS REQUIRED. Psli;ORN QI1iIi;iN_ "POW "jig PRO. 06 Piro-, 69601 RORIMPPAII FC.6WIRI 18 EXISTING OVER-IEAD DOCK DOOR TO REMAIN. 19 EXISTING SIGNAGE TO REMAIN. PROTECT DURING CONSTRUCTION TO ALLOW FOR NEW ADJACENT FINISH WORC ® PROVIDE ELECTRICAL GEAR PER ELECTRICAL PLANS. LOCATE PER ARCHITECTURAL ELEVATIONS AS INDICATED. REMOVE EXISTING BUILDING ENTRY BUILDING AND PATCH AND REPAIR ADJACENT MASONRY TO RECIEVE NEW DOOR PATCH ADJACENT GYPSUM BOAS FINISHES AT INTERIOR ® REMOVE EXISTING MASONRY BUILDING THIS LOCATION. PATCH AND REPAIR EXISTING MASONRY WALL TO REMAIN. ?J EXISTINGRETAIFYONDALTAAD— NEW < 13 13 NEW RAILING BEYOND 5 GROUND LEVEL AT SE FRONT PRECAST — CONCRETE CAP a, SMOOTH — FACE CMU WALL METAL 44 STEEL POS ANCHORED IN CONCRETE. EXTEND IB' MIN EMBED. M I$'11 T-3' 7L T-3' @',9'I. ,_ ELEVATION CMU ?RASH ENCLOSURE �4'•I'-0' PRECAST CONCRETE 13' SMOOTH FACE CMU U ELEVATION V CM TRASH ENCLOSURE V21•1'-0' CHAIN LINK TRA ENCLOSURE WITF VERTICAL WOOC MECHANICALLY :. STEEL POSTS IN CONCRETE. RE: STRUCTURAL ELEVATION CHAIN LINK TRASH ENCLOSURE VV III' -0' CHAIN LINK TRA ENCLOSURE WITF VERTICAL WOOC MECHANICALLY STEEL POSTS IN CONCRETE. RE: STRUCTURAL Pa" ELEVATION `U CHAIN LINK ?RASH ENCLOSURE �4'•I'-0' DESIGN EDGE architecture interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303)260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719)667-1972 ©COPYRIGHT 2020 DESIGN EDGE PC ALL RIGHTS SAFEWAY ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOIT THE PRIOR WRITTEN AITHORI EATION OF DESIGN EDGE, PC CONSTITUTES A NOIATION OF COPYRIGHT LAW AND WILL SE SUBJECT TO LEGAL ACTION W _ _ _ _ _n= _ _ _ _ _ _ <.n _ ------_-------'--- - ---- =-`-_====__ —=_—___`___==_=_-- ==s==- MORE Scope Revisions 07/13/20 Imo 02/10/21 Scope Revisions 02/23/21 U') _ro Q mom 4—J n rt� O °< L � - r 75U 4-J V/ Ufa_ Q Y ,.J ro V r!®�119W0®�®0®�p CO DC o1 0 00 0 KS] �i ELEVATION A SOUTH ELEVATION - BUILDING C 1/13'4-0' N MI 3 ELEVATION SOUTH ELEVATION - BUILDING D /8'•I'-0' Lthese ting of exterior and any doorreplacement are not apart of truction documents REPAIR AND RESTORE EXISTING ILLUMINATED GOLD'S MARKETPLACE SIGNAGE TO 'LIKE ----- __ NEW' CONDITION _._.._._ Lil 13 13 13 13 13 13 NOTE: NO WOW THIS ELEVATION h T.O. ROOF RIDGE BUILDING A ELEVATION `t WEST ELEVATION - BUILDING A 1/8'4-0' EXISTING CONCRETE WALL BI_ _- - - —1—L ELEVATION `t EAST ELEVATION AT PATIO RAIL 141•1'-0' NEW STEEL 12' HIGH CONCRETE CURB GUARDRAIL AT AT PARKING SIDE. PATIO PAINTED F RE: STRUCTURAL Gold's MARKETPLA(E KEYED ELEVATION NOTES C/ iiiiiii IPS III O_ O3 NEW CAST IN PLACE 10' WIDE CONCRETE RETANING WALL WITH CONCRETE FOOTINGS TO FROST DEPTH AS REQUIRED. PROVIDE ARCHITECTURAL GRADE FINISH ON WALL ON EXPOSED SIDES. PROVIDE GUARDRAIL ON TOP PER DETAILS ON A(W !WD STRUCTURAL. O5 EXISTING CAST N PLACE 10' WIDE CONCRETE RETAINING WALL. PROVIDE GUARDRAIL ON TOP PER DETAILS ON A8.1. © PROVIDE NEW GUARDRAIL AT EXISTING CONCRETE WALL TO EXTENT INDICATED. !1 REMP I """""" 4E6H"""' RELOCATE AND/OR PROVIDE NEW EQUIPMENT UNDER SEPARATE TI CONTRACT. Q REMOVE EXISTING ROOFING AND SUPPORT STRUCTURE PROVIDE NEW STEEL CANOPY WITH METAL ROOFINGS PATCH AND REPAIR EXISTING PER BUILDING STANDARD. II EXISTING DOOR TO REMAIN. 13 EXISTING STOREFRONT AND/OR WINDOWS TO REMAIN. NO WORK 15 NEW SIGNAGE THIS LOCATION BY TENANT. REMOVE OLD SIGN AS REQUIRED. Psli;ORN QI1iIi;iN_ "POW "jig PRO. 06 Piro-, 69601 RORIMPPAII FC.6WIRI 18 EXISTING OVER-IEAD DOCK DOOR TO REMAIN. 19 EXISTING SIGNAGE TO REMAIN. PROTECT DURING CONSTRUCTION TO ALLOW FOR NEW ADJACENT FINISH WORC ® PROVIDE ELECTRICAL GEAR PER ELECTRICAL PLANS. LOCATE PER ARCHITECTURAL ELEVATIONS AS INDICATED. REMOVE EXISTING BUILDING ENTRY BUILDING AND PATCH AND REPAIR ADJACENT MASONRY TO RECIEVE NEW DOOR PATCH ADJACENT GYPSUM BOAS FINISHES AT INTERIOR ® REMOVE EXISTING MASONRY BUILDING THIS LOCATION. PATCH AND REPAIR EXISTING MASONRY WALL TO REMAIN. ?J EXISTINGRETAIFYONDALTAAD— NEW < 13 13 NEW RAILING BEYOND 5 GROUND LEVEL AT SE FRONT PRECAST — CONCRETE CAP a, SMOOTH — FACE CMU WALL METAL 44 STEEL POS ANCHORED IN CONCRETE. EXTEND IB' MIN EMBED. M I$'11 T-3' 7L T-3' @',9'I. ,_ ELEVATION CMU ?RASH ENCLOSURE �4'•I'-0' PRECAST CONCRETE 13' SMOOTH FACE CMU U ELEVATION V CM TRASH ENCLOSURE V21•1'-0' CHAIN LINK TRA ENCLOSURE WITF VERTICAL WOOC MECHANICALLY :. STEEL POSTS IN CONCRETE. RE: STRUCTURAL ELEVATION CHAIN LINK TRASH ENCLOSURE VV III' -0' CHAIN LINK TRA ENCLOSURE WITF VERTICAL WOOC MECHANICALLY STEEL POSTS IN CONCRETE. RE: STRUCTURAL Pa" ELEVATION `U CHAIN LINK ?RASH ENCLOSURE �4'•I'-0' DESIGN EDGE architecture interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303)260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719)667-1972 ©COPYRIGHT 2020 DESIGN EDGE PC ALL RIGHTS SAFEWAY ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOIT THE PRIOR WRITTEN AITHORI EATION OF DESIGN EDGE, PC CONSTITUTES A NOIATION OF COPYRIGHT LAW AND WILL SE SUBJECT TO LEGAL ACTION W 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 U') _ro Q O 4—J 00 O L � O r 75U 4-J V/ Q Y ,.J ro V 1.0 N DATE 4/14/20 DRAWN BY MPG 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions \Nheal 011a' 8�7�'ng D�g`oc/ SHEET TITLE BUILDING ELEVATIONS SHEET A4.1 ❑❑ ❑ ❑❑ ❑ o �❑ �❑ �❑ �❑ 3 000 00013 00013 _ ✓_/ r _ r� 1 l r� F��Pqfll 2iu000l 1z IIoI�I�II II 11 II I000l II�I�I�I II aI�I�I�- \ \ / ELEVATION FROP05ED ELECTRICAL GEAR PROPOSED ELECTRICAL GEAR LOCATION f0 BUILDING A LOCATION f NG A L R B LD 8 AND L OR ESU LD 1 _ N H VATIOJ - I I A I I/5' -I'-0' ORT ELE BU LD NG B \lill�ll ;�> ELEVATION 2 NORTH ELEVATION - BUILDING C 1/5'=1'-0' Gold's MARKETPLACE 0000 MMMMM (j) DESIGN EDGE 07/13/20 On00 KEYED ELEVATION NOTES architectureef1Of tle51g 02/23/21 nnnn 482 S BROADWAY- SUITE 100 I�I 0000 ��� ��� 0000 LF aL \ II Ii II II J, v PROPOSED ELECTRICAL GEAR LOCATION FOR 5LILDNG C NOTE: Painting of exterior and any door / window replacement are not apart of these construction documents REPAIR AND RESTORE EXISTING ILLUMINATED GOLD'S MARKETPLACE SIGNAGE TO 'LIKE NEW' CONDITION M REMOVE GROUND MOUNTED MECHANICAL EQUIPMENT i0 ALLOW FOR NEW CONCRETE PATIO CONSTRUCTION. PATCH ANY HOLES--•- - AT EXTERIOR WALL AS REQUIRED. ----- 3 ELEVATION J Tp. EUILDNG CID SIDE PARAPET EAST ELEVATION 1/51.1'-0' 4 114'-4' i_ EUILDNG CID REAR ROOF EDGE 111'-4' STANDING SEAM METAL ROOFING ON STEEL FRAME ENTRY CANOPY 44 TUBE STEEL FRAME WITH � O DIAGONAL BRACING AS INDICATED- �,1J — — ------------------PRO�DE CONCRETE POST BASE AT COLUMNS AS REQUIRED. 0 ELEVATION `� NORTH ELEVATION - BUILDING D I/B'•I'-0' T NEW STEEL HINGED STEEL GATE GUARDRAIL AT WITH LATCHPLATE PATIO PAINTED ❑ ELEVATION 6 NORTH ELEVATION AT PATIO RAIL 14'•I'-0' 1 REMOVE EXISTING 7 (ROOFTOP MECHANICAL I PENTHOUSE BEYOND I T 501 1111111111 1111111111 1111111111 1111111111 Im�;,m ■■ Im'�;ml nnnlm � nnnnll Inl ill ■■ Inl'::nn nnnlm � nnnnll m Innnm ■■ nnnnn nnnnn 0 •� nnnnn jIkFlip -Jlk NO METAL FRAME INSTALLED DURING THIS PHASE. FOUNDATIONS ONLY PER STRUCTURAL TO ALLOW FOR PATIO INSTALLATION. hT 14' .-4' BUILDING D PARAPET 41 STANDING SEAM METAL j ROOFING ON STEEL FRAME ENTRY CANOPY 0 4x4 TUBE STEEL FRAME WITH DIAGONAL BRACING AS INDICATED. PROVIDE CONCRETE POST EASE AT COLUMNS AS REQUIRED. GROUND LEVEL AT EAST 90'-4' LINE OF MAN BUILDING BEYOND HINGED STEEL GATE WITH LATCHPLATE IAN N=1 e 4 ELEVATION WEST ELEVATION 1/5101'-0' PROPOSED ELECTRICAL G LOCATION FOR BUILDING D M ® II ® II II I i � iIi IIII 14'-0' 37-0' 31'-4' M 10l 1 (j) DESIGN EDGE 07/13/20 0) KEYED ELEVATION NOTES architectureef1Of tle51g 02/23/21 & Reductions 482 S BROADWAY- SUITE 100 _ Q DENVER, COLORADO 80209 TELEPHONE: (303)260-7277 ol711 N CASCADE AVE 0 U) COLORADO SPRINGS, CO 80903 N TELEPHONE: (719)667-1972 ©COPYRIGHTz0i0, DESIGN EDGE PC ALLRIGMS RESERVED ANY COPYING OR OTHER N REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTENAUTHORIZATION OF DESIGN EDGE, PC CONSTITUTES A VIOIATION OF COPYRIGUT UAW AND WILL BE SUBJECT TO LEGAL ACTION O NEW CAST IN PLACE 10' WIDE CONCRETE RETANING WALL WITH CONCRETE FOOTINGS TO FROST DEPTH AS REQUIRED. PROVIDE ARCHITECTURAL GRADE FINISH ON WALL ON EXPOSED SIDES. PROVIDE GUARDRAIL ON TOP PER DETAILS ON Ab.1 AND STRUCTURAL. OF COZ0.0 CID o O5 EXISTING CAST N PLACE 10' WIDE CONCRETE RETAINNG WALL. PROVIDE GUARDRAIL ON TOP PER DETAILS ON A5.1. , © PROVIDE NEW GUARDRAIL AT EXISTING CONCRETE WALL TO EXTENT NDICATED. / U P n - RELOCATE AND/OR PROVIDE NEW EQllPMENT UNDER SEPARATE TI CONTRACT. 0 FEmovE EXISTING ROOFING AND SUPPORT STRUCTURE PROVIDE NEW STEEL CANOPY WITH METAL ROOFING. PATCH AND REPAIR EXISTING PER BUILDING STANDARD. II EXISTING DOOR TO Ill 13 EXISTING STOREFRONT AND/OR WINDOM TO REMAIN. NO WORC. 15 NEW SIGNAGE THIS LOCATION BY TENANT. REMOVE OLD SIGN AS REQJIFI 18 EXISTING OVERHEAD DOCK DOOR TO REMAIN. 19 EXISTING SIGNAGE TO REMAIN. PROTECT DURING CONSTRUCTION TO ALLOW FOR NEW ADJACENT FINISH WOFK is I ([U� "' .�I 0= O 4mJ 00 ® PROVIDE ELECTRICAL GEAR PER ELECTRICAL PLANS. LOCATE PER ARCHITECTURAL ELEVATIONS AS INDICATED. n \ 0 REMOVE EXISTING 81 ENTRY BUILDING AND PATCH AND REPAIR ADJACENT MASONRY TO RECIEVE NEW DOOR PATCH ADJACENT 0 GYPSUM BOARD FINISHES AT INTERIOR ® REMOVE EXISTING MASONRY BUILDING THIS LOCATION. PATCH AND REPAIR EXISTING MASONRY WALL TO REMAIN. HJ L L N 0 O Fill 1511l t,`II`IIFW ® II ® II II I i � iIi IIII 14'-0' 37-0' 31'-4' M 10l 1 DATE 4/14/20 DRAWN BY MPG 100% Construction: (j) U 07/13/20 0) (1) Scope Revisions 02/23/21 & Reductions v, _ Q (i 4.1 0 U) (0 N N N DATE 4/14/20 DRAWN BY MPG 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions 'rr I r,rrrl,r�ILLV �,rr rrLl,,rrr.�,rrr.I ,rr�l rrn I,,rrl, .,, rrrrl ,rr rrl.r11,rn'r ,rr•I.I, rn n I CHAN LW TRASH �Iq U. r rlh�'�k�dld�� I'� �I�����1 �gk�d����� �t p�� d��d��al���P'aq�a��gk r T IIIIIIVIIIVIIIVIII IIII IIII IIII II IIIC IIII II IIIII IIII IIII IIIII II IIIIIIIIIIVIIIVIIIVIIIVIIIIIIIIIIIII IIVIIIVIIIIIIIIIIIIIIIIIIIIIIIIIIVIIIIII ENCLOSURE WITH SHEET TITLE II14 IIII IIII IIII IIII IIIIIIIIII III IIII IIII II II II I14 IIII VERTICAL WOOD SLATS (IIIIIIIIIIIIII'IIIIIu I14141II IIIIII IIVIIIVIIIIIIIIIIIIIIIIIIIVIIIVIIIIIII III I I III II IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIII r ill T II II III I Ili II Ili Ili III II I Ili Ili III I II Ili III I I III Ili III I I Ii Ili I Ili Ili II Ili III II II III Ili II I Ili II II Ili III III Ili II I III Ili II II II III Ili II II I II III Ili III II II III Ili III I II Ili Ili III I II Ili I I I I Ii I I Ii I I I I II I Ii I I I I I I I I I'i I I I I Ii I I I I I I II W I II II IIIIIII'( IIIIIIIIII IIII IIIIII IIII IIII IIII II IIIIIIIIII IIII IIII IIII IIII IIuIIIII IIII 9BUILDING ELEVATIONS I I I I MECHANICALLY SET 41II I141IIIII IIII IIII141II VIII I14141I I I II II III II II II IIIIIIIIII VVIIIIIIIII VI I I, II III IIVI II IIII, IIIII IIII IIIIIIIII IVIII'I IIIIIII II IIIIII II IIIIIII , II, III II, II,II VIIII IIII 4III1III I1III IIII I IIIIIIII _m STEEL POST S IN coNc 441 IIII I141IIII I141I141IIIII IIIII IIII IIII 41II IIIIII IIIII141I14141II IIIII IIIII III IIII I II I II I II'I II II I II'I II II I II I II II I II I II II I II'I III II I II'I IIIII I I I I I IIIIII IIII IIIII IIIII II IIII II IIII IIIIII IIIIIIIIII IIIII IIIII IIIII IIIII IIIII IIII IIIII : STRUCTURAL I I I I I I I I I I I I I I RE SHEET ELEVATION AT TRASH ENCLOSURE I,414-0' A4.2 3 I A5.1 5 A5.1 4x4 STEEL POST SET IN — — — — CONCRETE COLUMN BASE R-: 5TRJCTURAL TYPICAL OF 5 44 STEEL POST SET IN CONCRETE COLUMN BASE FRE: STRICTURAL TYPICAL OF 5 — — — — EXISTING EXTERIOR WALL EXISTING EXTERIOR STOREFRONT SYSTEM 44 STEEL F'05T SET N - CONCR9TE COLUMN BASE RE: STRUCTURAL TYPICAL OF 5 DASHED LINE INDICATES LINE OF ROOFING ABOVE. 44 STEEL POST SET N CONCRETE COLUMN BASE RE: STRUCTURAL TYPICAL OF 5 SHADED LINES INDICATE EXISTING BUILDING BEYOND STANDING SEAM METAL ROOT NG ON STEEL FRAME ENTRY CANOPY STEEL BEAM FASCIA PAINTED 44 STEEL HORIZONTAL BEAMS III 5TRUCTURAL FOR WELDS. PANTED IOPTOP OF IO3'-B' I1h'xlV2' STEEL CROSS EtRACING R£: STRJCTURAL FOR WELDS. PANTED BOTiOF STEEL 44 STEEL VERTICAL POSTS RE: STRUCTURAL FOR WELDS. PANTED 12 5 NOTE: REFER TO STRUCTURAL DRAWINGS FOR TIE -BACKS AND CONNECTIONS TO EXISTING BUILDING STRUCTURE GROUND LEVEL AT EAST ELEvA71ON STEEL IP EDGE II IJ�TD. BUILDING D PARAPET 114.4. A5.1 IOP OF STEEL SLOPES 113'-6' AT RIDGE MECHANICALLY ATTACHED STANDING 5EAM METAL ROOFING OVER 3O' BUILDING FELT OVER 7x6 DECKING OVER STEEL FRAMING 4xe STEEL BEAMS PANTE R9: STRUCTURAL LV2' EXISTING BUILDING WALL CONSTRUCTION. PROVIDE NEW METAL CAP FLASHING AT NEW ROOFING. $12 OF STEEL V 44 STEEL POSTS PAINTED 71 IOP OF' STEEL (BEARING) - IO fl/2'A' STEEL CROSS BRACU RE: STRUCTURAL FOR WELDS. PAINTED sI BOTTOM OF STEEL 95'_4• 4' CONCRETE PATIO WITH BROOM FINISH 44 STEEL COLUMNS ANCHOI TO FOUNDATION PANTED IRE: 5TRUCTURAL CONCIRETE FOUNDATION = TYPICAL AT EACH STEEL COLUMN TRUCTURAL 0 0 4 PROVIDE COUNiftFLASHNG AT ROOF EDGE TO BUILDING. ATTACH COUNTERFLASHING AND PROVIDE SEALANT JOINT CONTINUOUS AT TOP OF FLASHING. EXISTING BUILDING WALL CONSTRUCTION. PROVIDE NEW METAL CAP FLASHING AT NEW ROOFING. SHADED LINES INDICATE EXI^""' BUILDING BEYOND TD. BUILDING C<D SIDE PAR 114'-4' h TO. BUILDING CtD REAR ROC III' -4' STANDING SEAM METAL ROOF ON STEEL FRAME ENTRY CAN 44 TUBE STEEL FRAME WITH BRACING AS INDICATED. PR CONCIRETE POST BASE AT CI REQUIRED. c• i III GROUND LEVEL AT NORTH 611 3 ELEVATION II s IJ�TA. BUILDNG D PARAPET 114'-4' PROVIDE SNOW GUARDS AT DOWNSLOPE 4x8 STEEL BEAMS F RE: SPECIFICATIONS FOR NUMBER AND SPACING MECHANICALLY ATTACHED 12 STANDING SEAM METAL ROOFING 5 OVER 3V BUILDING FELT OVER 7x6 DECKING ON 7xNAILER OVER STEEL FRAMING 4mJ RE: 5TRICTURAL 00 0 L. L O fu N 16 Ii 0) (1) m Q Y H -J e (10 V N N � e PROJECT NO. 0 4 PROVIDE COUNiftFLASHNG AT ROOF EDGE TO BUILDING. ATTACH COUNTERFLASHING AND PROVIDE SEALANT JOINT CONTINUOUS AT TOP OF FLASHING. EXISTING BUILDING WALL CONSTRUCTION. PROVIDE NEW METAL CAP FLASHING AT NEW ROOFING. SHADED LINES INDICATE EXI^""' BUILDING BEYOND TD. BUILDING C<D SIDE PAR 114'-4' h TO. BUILDING CtD REAR ROC III' -4' STANDING SEAM METAL ROOF ON STEEL FRAME ENTRY CAN 44 TUBE STEEL FRAME WITH BRACING AS INDICATED. PR CONCIRETE POST BASE AT CI REQUIRED. c• i III GROUND LEVEL AT NORTH 611 3 ELEVATION II s IJ�TA. BUILDNG D PARAPET 114'-4' PROVIDE SNOW GUARDS AT DOWNSLOPE 4x8 STEEL BEAMS F RE: SPECIFICATIONS FOR NUMBER AND SPACING MECHANICALLY ATTACHED 12 STANDING SEAM METAL ROOFING 5 OVER 3V BUILDING FELT OVER 7x6 DECKING ON 7xNAILER OVER STEEL FRAMING 4mJ RE: 5TRICTURAL 00 lyi'I STEEL CROSS BRACING SE: STRUCTURAL FOR WELDS. PAINTED BEYOND E - BOROM OF STEEL 44 STEEL POSTS PAINTED NEW 45PHALT PAVING IRE: CIVIL 44 STEEL COLUMNS ANCHORED TO FOUNDATION PANTED IRE: 5TRUCTURAL CONCRETE FOUNDATION TYPICAL AT EACH STEEL COLUMN RE: STRUCTURAL 5 B' PROVIDE COUNTERFLASHING AT ROOF EDGE TO BUILDING. ATTACH COUNTER'LASHING AND PROVIDE SEALANT JOINT CONTINUOUS AT TOP OF FLASHING. DESIGN EDGE architecture Interior design 482S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 © COPvaIGHT2020, DESIGN EDGE PC ALLW OMB RESERVED ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOM THE PRI OR WRITTEN AOrHORIUTION OF DESIGN EDGE P CONSTITUTES A VIOIATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTON W U fu U) om O 4mJ 00 0 L. L O fu N H- -) U 0) (1) m Q Y H -J e (10 V N N � B' PROVIDE COUNTERFLASHING AT ROOF EDGE TO BUILDING. ATTACH COUNTER'LASHING AND PROVIDE SEALANT JOINT CONTINUOUS AT TOP OF FLASHING. DESIGN EDGE architecture Interior design 482S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 © COPvaIGHT2020, DESIGN EDGE PC ALLW OMB RESERVED ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOM THE PRI OR WRITTEN AOrHORIUTION OF DESIGN EDGE P CONSTITUTES A VIOIATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTON W U fu U) om O 4mJ 00 0 L. L O fu N H- -) U 0) (1) m Q Y H -J (10 V N N � PROJECT NO. 17128 DATE 4/14/20 100% Construction: 04/14/20 SHEET TITLE CANOPY PLANS AND WALL SECTIONS SHEET A501 4' DIAMETER PIPE — 13OLLAW WITH CONCRETE. BOLLARD SHALL BE 48' HIGH AND PANTED OSHA YELLOW DETAIL TOP OF MASONRY 106'-8' 4' HIGH PRECAST CONCRETE CAP WITH SLOPED TOP EDGE. B' SMOOTH FACE CMU COLOR TO BE DETERMINED RE: STRUCTURAL FOR REINFORCING ISOLATION JOINT TOPC SLAB \ 00'-0' CONCRETE FOUNDATION WALL RE: STRUCTURAL FOR REINFORCING CONCRETE FOOTING RE: STRUCTURAL FOR REINFORCING BOftOM OF FOOTING 0' DETAIL 6' I.2'T 4' NOTE: ANCHOR TUBE STEEL TO CMU W/3 NELSONS STUDS. EXTEND TS DOWN TO BOTTOM OF GRADE BEAM. CAST SOLID INTO GRADE BEAM. PRIME q PAINT TO MATCH GATE. DETAIL rlm WvAA 4'x6' STEEL PIPE I IN CONCRETE RE: STRUCTURAL STEEL SWING GATE RE: ELEVATIONS 4 NEWHIGHTRASH- L6.1 ENCLOSURE FENCE WITH WOOD SLATS 4' DIAMETER PIPE— BOLLARD WITH CONCRETE. BOLLARD SHALL BE 48' HIGH AND PAINTED OSHA YELLOW 4' DIAMETER FIFE BOLLARD WITH– CONCRETE. BOLLARD SHALL BE 48' HIGH AND PAINTED OSHA YELLOW DESIGN EDGE architecture interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303)260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719)667-1972 ©COPYRIGM2020 DESIGN EDGE PC ALLRIGMS SAFEWAY ANY COPY ING OROTHER REPRODUCTION Or THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE PC CONETITITESANOIATION Or COPYRIGHT LAW AND WILLEE SOSJECTTO LEGAL ACTON of cot NEW 6'-0' HIGH TRASHENCLOSURE 9 FENCE A41 FENCE WITH WOOD A6.1 5LAT5 A4.1 2 /C U SfD A4�� CHAIN LINK TRASH ENCLOSURE WITH I'-6 VERTICAL WOOD SLATS ELECTRICAL TRANSFORMER AND 10 II CHAIN LINK SWING GATE II CONNECTION CABINET ON CONCRETE ACJ TYP.9C, Ab.l TYP. WITH VERTICAL WOOD A6.1 SIM. PAD. COORDINATE EXACT LOCATION SLATS WITH EXCEL I'-0' I'-0' I'-0' 10 96.1 TYP. 2'x1' STEEL WIRE MESH .12' THICKNESS WELDED TO STEEL FRAME. PANTED 2'x2' STEEL POSTS AND HORIZONTAL TOP AND BOTTOM RAILS WELDED. PAINTED PROVIDE Vq' STEEL BASE – PLATE AT VERTICAL POSTS AND ANCHOR TO CONCRETE NOTE PROVIDE ALL WELDED CONNECTIONS TO BE GRINDED SMOOTH NEW PAVEMENT I= RE: CIVIL PLANS EXISTING CAST -IN-PLACE CONCRETE WALL AT LOADING DOCK AREA. NEW CONCRETE PATIO AT EXISTING BOWLING ' ALLEY SPACE BELOW ISOLATION JOINTTo -'rO 90P ARES) EXISTING CONCRETE FOUNDATION WALL EXISTING CONCRETE FOOTING o =_ TOP OF FOOTING 91'-0' VIII DETAIL J 4xbxl4' STEEL TUBE GAPPED 0 TtB. EXTEND DOWN TO BOTTOM OF GRADE BEAM. CAST SOLID INTO GRADE BEMs. PRIME N PANT TO MATCH GATE T BARREL HINGE 2 EACH 3 PLACES 2'1 T.S. DOOR FRAME I!12' METAL DECKING ON NFRAMING AS REQUIRED DETAIL v NOI PROVIDE ALL WELDED CONNECTIONS z TO BE GRINDED SMOOTH F Yxl' STEEL WIRE MESH .12' THICKNESS WELDED TO STEEL ^� FRAME. PANTED 2'x2' STEEL POSTS AND HORIZONTAL TOP AND BOTTOM RAILS WELDED. PAINTED PROVIDE Vx' STEEL BASE PLATE AT VERTICAL POSTS AND ANCHOR TO CONCRETE h TOP OF WALL NIGNPOINi 95'-2' SLOPES ELEVATION VARIE5 TOP OF CONCRETE WALL SHALL SLOPE AND BE 6' ABOVE ADJACENT GRADE NEW B' CAST -IN-PLACE CONCRETE WALL AT NORTHEAST PARKING AREA NEW CONCRETE PATIO AT EXISTING EIMING ALLEY SPACE BELOW h TOP OF SLAB LOW POINT ai�rG'9b�s�E .9 ZZ N L ;9 0 9 m NEW PAVEMENT RE: CIVIL PLANS ISOLATION JOINT - CONCRETE FOUNDATION WALL > RE: STRUCTURAL FOR REINFORCING –_ I ♦Ol1tiNN lICCMtIAV r CONCRETE FOOTING �– RE: STRUCTURAL FOR REINFORCING DETAIL DETAIL NOTE: PAINT DOORS P-2 V4'xl'x2' STEEL ANGLE WELDED TO DOOR DIAM. STEEL CANE BOLT STEEL BRACKET WELDED TO DOOR IUe' I.D. STEEL SLEEVE WELDED TO 4' STEEL POST FRAME DRILL HOLE IN CONCRETE FOR SLIDE BOLT NQ7 ANCHOR STEEL PLATES TO CMU WALL AS INDICATED. PRIME 1 PAINT TO MATCH GATE. I� A42 DETAIL J liq:_li_0: NOS PROVIDE ALL WELDED CONNECTIONS 4/14/20 3'x3' STEEL POSTS MND TO BE GRINDED SMOOTH CHECKED HORIZONTAL TOP MND BOTTOM 100% Construction: 04/14/20 RAILS WELDED. PAINTED 2'xl' STEEL WIRE MESH . 12' Owner Revisions rl THICKNESS MELDED TO STEEL 02/23/21 IN O FRAME. PANTED 2'1 STEEL P05T5 AND 2'al' STEEL WIRE MESH J2' HORIZONTAL TOP AND BOTTOM THICQNESS WELDED TO STEEL RAILS WELDED. PAINTED Z FRAME. PAINTED NEW PAVEMENT L_ RE: CIVIL PLANS 9 3'x3' VERTICAL STEEL POSTS– 0)(1) AT 6'-0' OF. WELDED. PAINTED 0) -0^, TOP OF WALL HIGHPOINT Cl L.f_ 90'-4' SLOPES ELEVATION VARIE5 Y ,.J O v EMEND ROOF MEMBRANE AT– V N EACH POST BASE AND ISOLATION JOINT :III = COUNTERaFLASN AS INDICATED CONCRETE FOUNDATION AT POST RE: STRUCTURAL SIM TO FENCE POST DETAIL DETAIL I TI PLATE WITH (4) 4' LONG HEADED ANCHOR STUDS I!,,' FROM EDGES OF PLATE. PROVIDE THREE PLATES PER GATE AT TOP, MIDPOINT, AND BOTTOM OF GATE. PRIME q PAINT TO MATCH GATE 8' CMU -I GROUTED SOLID T BARREL HINGE 2 EACH - 3 PLACES 2'X6' T.S. DOOR FRAME 14=' METAL DECKING ON 2xFRAMING AS REQUIRED NEW ROOFING MEMBRANE OVER RIGID INSULATION ON ROOF SHEATHING ON EXISTING ROOF TRUSSES EMEND VERTICAL POSTS — THROUGH ROOF SHEATHING AND ANCHOR TO FRAMING, PROVIDE BLOCKING AND ANCHOR AS INDICATED. RE: STRUCTURAL DETAIL U o� C 9 v 6 CHAN LINK SWING— GATES WITH VERTICAL 3'x3' STEEL POSTS AND HORIZONTAL TOP AND BOTTOM RAILS WELDED. PAINTED 2'1 WIRE MESH .12' THICKNESS UELDED TO STEEL FRAME. PAINTED 3X3' VERTICAL STEEL POSTS– AT 6'-0' OF. WELDED. PAINTED EXTEND ROOF MEMBRANE AT– EACH POST BASE AND COUNTERFLASH AS INDICATED NEW ROOFING MEMBRANE OVER RIGID INSULATION ON ROOF SHEATHING ON EXISTING PRECAST DOUBLE TEES EXTEND VERTICAL POSTS — THROUGH ROOF SHEATHING AND ANCHOR TO PRECAST RE: STRUCTURAL DETAIL J CONCRETE RETAINING WALL WITH IS I SLOPED TOP OF WALL DASHED LINE INDICATES GRADE LINE AT HIGH PARCING SIDE _________________ DASHED LINE INDICATES LOW GRADE LINE AT PATIO SIDE CONCRETE FOOTING BELOW GRADE 36' MN TO BOTTOM OF FOOTING BELOW GRADE W 4/14/20 DRAWN BY MPG CHECKED ACO 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions rl _ 02/23/21 IN O 4J00 O L O L_ 4-J U 0)(1) 0) -0^, x. Cl L.f_ Y ,.J O U') � V N DATE 4/14/20 DRAWN BY MPG CHECKED ACO 100% Construction: 04/14/20 Scope Revisions 07/13/20 Owner Revisions 02/10/21 Scope Revisions 02/23/21 & Reductions c \NhealRo- O,A0., a B� 101^9 D�g`oc SHEET TITLE EXTERIOR DETAILS SHEET A6.1 4'-4' FIXED FIXED UPPER LEVEL NORTH SIDE FIXED UPPER LEVEL NORTH SIDE FIXED FIXED FIXED NOTES: I. FIELD VERIFY ALL OPENINGS ON NEW WINDOWS N EXISTING OPENINGS. ADVISE ANY DISC ARCHITECT TO REVIEW. 2. SAND AND PREPARE WINDOWS AND FRAMES TO BE REPAINTED PER REQUIREMENTS IN SPECIF 3. PANT INSIDE OF WINDOW TO MATCH TENANT SPACE N EXISTING SPACES. WINDOWS N VACANT FINISHED UNDER TENANT IMPROVEMENT DRAWINGS FRAME 'A' ALUMINUM CLAD WOOD WINDOW SYSTEM WITH INSULATED LOW 'E' GLAZING LI FRAME 'B' ALUMINUM CLAD WOOD WINDOW SYSTEM WITH INSULATED LOW 'E' GLAZING UPPER LEVEL NORTH SIDE TO OWNER AND BE FRAME 'G' ALUMINUM CLAD WOOD W SYSTEM WITH INSULATED LOW GLAZING NOTES: I. FIELD VERIFY ALL OPENINGS ON NEW WINDOWS N EXISTING OPENINGS. ADVISE ANY DISCREPANCIES TO OINER AND ARCHITECT TO REVIEW 7. SAND AND PREPARE WINDOWS AND FRAMES TO EE REPAINTED PER REQUIREMENTS IN SPECIFICATIONS. 3. PANT INSIDE OF WINDOW TO MATCH TENANT SPACE IN EXISTING SPACES. WINDOWS IN VACANT SPACE SHALL BE FNISI-ED UNDER TENANT IMPROVEMENT DRAWINGS FRAME 'I FRAME 'H' EXISTING METAL FRAME WINDOW. EXISTING METAL FRAME WINDOW. REGLAZE WINDOWS AND REPAINT REGLAZE WINDOWS AND REPAINT FRAME FRAME FRAME 'L' ALUMINUM CLAD WOOD WINDOW SYSTEM WITH INSULATED LOW 'E' GLAZING WINDOW ELEVATIONS 11 R' 2 1'-i FRAME 'I' EXISTING METAL FRAME WINDOW. REGLAZE WINDOWS AND REPAINT FRAME FIXED OCUMINUM CLAD WOOD WINDOW SYSTEM WITH INSULATED LOW 'E' GLAZING 4' -4 - FIXED FIXED UPPER LEVEL NORTH SIDE FRAME 'D' ALUMINUM CLAD WOOD WINDOW SYSTEM WITH INSULATED LOW 'E' GLAZING V-0' FIXED FIXED UPPER LEVEL NORTH SIDE COMMON AREA FINISH SCHEIDULE ROOM NO. ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING REMARKS ROOM NO. FROM FULL RANGE OF COLORS (EXTERIOR BUILDING WALL AT STUCCO) LOWER LEVEL MDF Iz6 PANTED MDF BASE - STRAIG44T EASE WITH EASED EDGE AT TOP P-1 PAINT - SEMI -GLOSS WITH COLOR TED WITH ARCHITECT _ 10100 PASSAGE LVT-I MDF -I P-9 P-9 P-9 P-9 P-8 PAINT ALL INTERIOR TR -10 10100 HULL RANGE OF COLORS (INTERIOR CEILING) P -I PAINT - SEMI -GLOSS WITH COLOR TED WITH ARCHITECT FROM II PAINT - EGGSHELL WITH COLOR TED WITH INTERIOR DE51GNER HULL RANGE OF COLORS (EXTERIOR DOORS AND FRAMES) HULL RANGE OF COLORS (INTERIOR WALLS) FIXED / ERED TEMP 9 FIXED in P-2 PAINT - SEMI -GLOSS WITH COLOR TED WITH ARCHITECT FROM P-10 PAINT - SEMI -GLOSS WITH COLOR TED WITH INTERIOR DESIGNER U FROM HULL RANGE OF COLORS (EXTERIOR DOORS AND FRAMES) MAIN LEVEL fo P-3 PAINT - EGGSHELL WITH COLOR TED WITH ARCHITECT FROM 10105 PASSAGE LVT-I MDF -1 P-9 P-9 II2,Vt P-4 AINT ALL INTERIOR TRIM P-10.10105 PASSAGE FROM HULL RANGE OF COLORS (EXTERIOR BUILDNG WALL AT MASONRY) ON STAIRS WITH BLACK NOSING 10105 W L NOTES: 1. REMOVE ALL EXISTING FINISHES AND PREPAY SUBSTRATE TO RE NEW FINISHES 2. SAND AND PREPARE NTEIROR WINDOWS AND FRAMES TO BE TED PER REQUIREMENTS N SPECIFICATIONS. 3. PATCH HOLES IN WALL TO RECEIVE NEW PAINT. DESIGN EDGE architecture interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303)260-7277 711N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719)667-1972 ©COPYRIGHT 2020, DESIGN EDGE PC ALL RIGHTS RESERVED. ANY COPYING OR OTHER EDGE PC CONSTITITES A VIOIATION OF COPYROHT IAwAND W LL EE SOSJECTTO LEGAL ACTON FRAME 'E' NOT USED 4'-8' FRAME 'F' ALUMINUM CLAD WOOD WINDOW SYSTEM WITH INSULATED LOW 'E' GLAZING 4'-0' COMMON AREA AN XTEIRIOIR FINISH NOTES MAW, DESCRIPTION 0191 LVT-I LUXURY VNY E FLOORING - TBD WITH INTERIOR DESIGNER PULL RAND F COLORS WITHIN LINE 11 1 6' COVED RUBBER BASE - COLOR TBD WITH INTERIOR DESIGNER MAW, P-5 P-6 DESCRIPTION PAINT - EGGSHELL WITH COLOR TBD WITH ARCHITECT FROM FULL RANGE OF COLORS (EXTERIOR BUILDNCs WALL AT STUCCO) PAINT - EGGSHELL WITH COLOR TBD WITH ARCHITECT FULL RANGE OF COLORS FROM FULL RANGE OF COLORS (EXTERIOR BUILDING WALL AT STUCCO) MDF Iz6 PANTED MDF BASE - STRAIG44T EASE WITH EASED EDGE AT TOP P-1 PAINT - SEMI -GLOSS WITH COLOR TED WITH ARCHITECT _ FROM FULL RANGE OF COLORS (EXTERIOR EXPOSED STEEL) P-8 PAINT - FLAT WITH COLOR TED WITH INTERIOR DESIGNER HULL RANGE OF COLORS (INTERIOR CEILING) P -I PAINT - SEMI -GLOSS WITH COLOR TED WITH ARCHITECT FROM II PAINT - EGGSHELL WITH COLOR TED WITH INTERIOR DE51GNER HULL RANGE OF COLORS (EXTERIOR DOORS AND FRAMES) HULL RANGE OF COLORS (INTERIOR WALLS) FIXED / ERED TEMP 9 FIXED in P-2 PAINT - SEMI -GLOSS WITH COLOR TED WITH ARCHITECT FROM P-10 PAINT - SEMI -GLOSS WITH COLOR TED WITH INTERIOR DESIGNER U FROM HULL RANGE OF COLORS (EXTERIOR DOORS AND FRAMES) HULL RANGE OF COLORS (INTERIOR TRIM) fo P-3 PAINT - EGGSHELL WITH COLOR TED WITH ARCHITECT FROM HULL RANGE OF COLORS (EXTERIOR BUILDING WALL AT MASONRY) A u P-4 PAINT - EGGSHELL WITH COLOR TED WITH ARCHITECT FROM HULL RANGE OF COLORS (EXTERIOR BUILDNG WALL AT MASONRY) W L fo FRAME J FRAME 'K' ALUMINUM GLAD WINDOW ALUMINUM CLAD WOOD WINDOW SYSTEM WITH ATED LOW 'E' STEM WITH INSULATED LOW 'E' FIXED FIXED FRAME 'N' ALUMINUM CLAD WOOD WINDOW SYSTEM WITH INSULATED LOW 'E' GLAZING sheet removed scope of work DATE CHECKED ACO 100% Construction: 04/14/20 of W hest 011 RW BA�'n9 DN'g`oc SHEET TITLE WINDOW ELEVATIONS AND FINISH SCHEDULE SHEET A8.1 COMMON AREA DOOR 5CHEDULE ID -V I-II =MirI DOOR 4/14/20 FRAME rl NO. SIZE NII TYPE MAT'L FINISH TYPE MAT'L FINISH HDWR RATED GLZ'G REMARKS NO. N LOWER LEVEL DOORS TO REMAIN AS INDICATED. AGENT EXISTING DOORS TO REMAIN AS TEMPERED U) U TEMPERED IM pFIELI NEW OLE, 7'mZ TEMPERED -0 BI A _ Q L.f_^, Y TEMPERED TEMPERED w LL X EXI5TMG WD X X WD X X - X EXISTING DOOR AND FRAME, NO WORK X XI EXI5TMG X X X MOD X X - X EXISTING DOOR AND FRAME, NO WORK XI BUILIDNG B 550 Y-O'xT-41I A LLD P2LLD P2 2 - TEMP VERIFY ROUGH OPENING AFTER DEMOLITIONED EXTERIOR VESTIBULE BUILDING BOO 5100 Y-O'xT-41I X LLD P2 X LLD 112 6 - X EXISTING DOOR PROVIDE NEW HARDWARE AND PAINT. 8100 8105 Y-O'xT-41I X LLD P2 X 112 6 - X EXISTING DOOR PROVIDE NEW HARDWARE AND PAINT. EXISTING STORM DOOR TO REMAIN 8105 BUILIDNG O C40A Y-O'xT-0'xP4' B WID 112 3 WID P2 - TEMP REMOVE EXISTING SECURITY DOOR C40A 0408 8'-6'x16'-OlXIV2' E ALUM ANDD - - - 5 TEMP SECTIONAL GARAGE DOOR WITH ELECTRIC OPERATION AND LOCKING MECHANISM 0408 X EXI5TMG X LLD X X LLD X X - X EXISTING DOOR AND FRAME, NO WORK X C60A 4'-011 X LLD P2 X LLD 112 6 - 9XISTINS DOOR PROVIDE NEW HARDWARE, C60A 0605 Y-ONT-41I X LLD P2 X LLD P2 6 - - E DOOR, PROVIDE NEW HARDWARE, EXISTING SECURITY DOOR SHIN REMAIN 0608 C80 Y-ONT-41I A LLD 112 4 LLD 112 2 - TEMP VERIFY OPENING AFTER DEMOLITIONED EXTERIOR VESTIBULE BUILDING C80 BUILIDNG D X EXI5TMG X LLD P2 X LLD P2 X - X EXISTING DOOR AND FRAME, NO WON16,REPAINT PER SCHEDULE X XI EXI5TMG X ALUM X X ANOD X X - X EXISTING DOOR AND FRAME, NO WORK XI MAIN LEVEL BUILIDNG A X EXI5TMG X LLD X X LLD X X - X EXISTING DOOR AND FRAME, NO WORK X XI EXI5TMG X ALUM X X ANOD X X - X EXISTING DOOR AND FRAME, NO WORK XI BUILIDNG B 8101 3'-0'x6'-10II D LLD PI 5 LLD III I - TEMP VERIFY ROUGH OPENING AFTER DEMOLITION AT WINDOW. 530 8105 3'-0'x6'-10II D LLD III 1 LLD PI 6 - TEMP 8105 511A 2' -8'x6' -10'I X LLD III X LLD III I - X EXISTING DOOR PROVIDE NEW HARDWARE AND PAINT. BIIA 518 3'-0'x6'-10II D LLD III 6 LLD III I - TEMP VERIFY ROUGH OPENING AFTER DEMOLITION AT WINDOW. 5115 BUILIDNG C C41 PAIR OF V -0'I C LLD III I LLD PI 3 - TEMP VERIFY ROUGH OPENING AFTER DEMOLITION AT WINDOW. 0101 C51 3' -0'x1' -0'I X LLD III X LLD III I - X EXISTING DOOR PROVIDE NEW HARDWARE AND PAINT. C51 C61 3' -0'x1' -0'I X LLD III X LLD III I - X EXISTING DOOR PROVIDE NEW HARDWARE AND PAINT. C61 C11 3' -0'x1' -0'I X WID III X WID III I - X EXISTING DOOR PROVIDE NEW HARDWARE AND PAINT. 011 C81 3' -0'x1' -0'I X LLD III X LLD III I - X EXISTING DOOR PROVIDE NEW HARDWARE AND PAINT. C81 CC31 3' -0'x1' -0'I C UD III I UD III I - X CSI BUILIDNG D X EXISTING X LLD PI X FR`I PI X - X EXI5TING DOOR AND FRAME, NO WDRK, REPAINT PER 5CHEDULE A00or X XI EXISTING X ALIAM X X ANOD X X - X EXI5TING DOOR AND FRAME, NO WORK 000IXI X2 EXISTING X MTL X X MTL X X - X EXI5TING OVERHEAD GARAGE DOOR TO REMAIN. NO PCPANT STEEL JAMB AND SILL X2 X3 EXISTING X LLD PI X LLD PI 4 - - EX15TING DOOR. PROVIDE NEW HARDWARE AND AINT PER 5C44EDULE. X3 NOTES: 1. FIELD VERIFY ALL OPENINGS ON NEW DOORS IN EXISTING OPENINGS. ADVISE ANY DISCREPANCIES TO OMER AND ARCHITECT i0 REVIEW 2. REMOVE OLD HARDWARE AT DOORS INDICATED TO RECEIVE NEW HARDWARE. 3. SAND AND PREPARE DOORS AND FRAMES TO BE REPAINTED PER REQUIREMENTS IN SPECIFICATIONS. 4. REMOVE ALL PANT FROM EXISTING GLAZING 5. PAINT BOTH SIDES OF DOORS, INSIDE AND OUTSIDE. OR HARDWARE GROUP -I- GROUP -2- GROUP -3- GROUP -4- 1 LEVER TYPE HARDWARE - ENTRY FUNCTION I LEVER TYPE HA RE - ENTRY FUNCTION I LEVER TYPE HARDWARE - ENTRY FUNCTION I LEVER TYPE HARDWARE - STOREROOM I KEYED DEADEOLT I KEYED DE T I DUMMY TRIM FUNCTION 1 8ET SILENCERS 1 8ET SIL 2 OVERHEAD SLIDE BOLT I KEYED DEADBOLT I WALL STOP I WALL 2 FLOOR THROW BOLTS I SET SILENCERS 3 BATT HINGES 3 INGES I SET SILENCERS I WALL STOP I CLOSER 05ER 2 PAIR OF 3 BATT HINGES 3 BIM HINGES WEATHER51FRIPPING KICK PLATE 2 CLOSER I CLOSER I ADA COMPLIANT THRESHOLD WEATHERSTRIPPING I ASTRAGAL I KICK PLATE I WINDOW DECAL: I ADA COMPLIANT THRESHOLD WEATHERSTRIPPING WEATHERSTRIPPING 'THIO DOOR SHALL REMAIN UNLOCKED I WINDOW DECAL: I ADA COMPLIANT THRESHOLD I ADA COMPLIANT THRESHOLD DURING BUSINESS HOIJRS' 'THIS DOOR SHALL REMAIN UNLOCKED I WINDOW DECAL: DURING BUSINESS HOURS' 'THIS DOOR WALL REMAIN UNLOCKED DURING BUSINESS HOURS' GROUP -5- GROUP -6- OVERHEAD DOOR HARDWARE I LEVER TYPE HARDWARE - ENTRY FUNCTION DOOR MANUFACTURER I SET SILENCERS I WALL STOP ICLOSER WEATHERSTRIPPING DOOR 'A' SOLID CORE WOOD DOC WITH INSULATED 1/21 'I DOORS TO MATCH EXIST FRONT, FIELD VERIFY DII ID -V I-II =MirI DATE 4/14/20 DRAWN BY rl _ WOOD FRAME WITH FMHU43 DOORS a ENTRY IN O 000 ENTRY. PROVIDE PAINT GRADE WOOD TEMPERED TEMPERED SIDELIGHT WITH PREHUNG DOORS • ENTRY. TEMPERED TRIM i0 MATCH ADJACENT EXISTING 6' 6' TEMPE L N DOOR 'A' SOLID CORE WOOD DOC WITH INSULATED 1/21 'I DOORS TO MATCH EXIST FRONT, FIELD VERIFY DII DOOR 'D' SOLID CORE WOOD DOOR WITH INSULATED V2 LOW 'E' GLAZING DOORS TO MATCH EXISTING FACE FRONT, FIELD VERIFY DIMENSIONS ID -V I-II =MirI DATE 4/14/20 DRAWN BY rl _ WOOD FRAME WITH FMHU43 DOORS a ENTRY IN O 000 ENTRY. PROVIDE PAINT GRADE WOOD TEMPERED TEMPERED SIDELIGHT WITH PREHUNG DOORS • ENTRY. TEMPERED TRIM i0 MATCH ADJACENT EXISTING 6' 6' DOOR 'D' SOLID CORE WOOD DOOR WITH INSULATED V2 LOW 'E' GLAZING DOORS TO MATCH EXISTING FACE FRONT, FIELD VERIFY DIMENSIONS ME ,E, ALUMINUM GARAGE DOOR WITH IR TEMPERED LOW 'E' GLAZING ) VERIFY DIMENSIONS DESIGN EDGE architecture Interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ©COPYRIGHT mm, DESIGN EDGE PC ALL RIGHTS RESERVED ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE PC CONSTITUTES A AGITATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTON A4�'/ Iff fo ID -V I-II =MirI DATE 4/14/20 DRAWN BY rl _ WOOD FRAME WITH FMHU43 DOORS a ENTRY IN O ENTRY. PROVIDE PAINT GRADE WOOD TEMPERED TEMPERED SIDELIGHT WITH PREHUNG DOORS • ENTRY. TEMPERED TRIM i0 MATCH ADJACENT EXISTING TRIM i0 MATCH ADJACENT EXISTING TEMPE L N DOORS TO REMAIN AS INDICATED. DOORS TO REMAIN AS INDICATED. AGENT EXISTING DOORS TO REMAIN AS TEMPERED U) U TEMPERED IM pFIELI NEW OLE, 7'mZ TEMPERED -0 v • _ Q L.f_^, Y TEMPERED TEMPERED w LL TEMPERED1EMPERED N V N AO 000 PE 1) TEMPERED TEMPERED TEMPERED ME ,E, ALUMINUM GARAGE DOOR WITH IR TEMPERED LOW 'E' GLAZING ) VERIFY DIMENSIONS DESIGN EDGE architecture Interior design 482 S BROADWAY- SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ©COPYRIGHT mm, DESIGN EDGE PC ALL RIGHTS RESERVED ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE PC CONSTITUTES A AGITATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTON A4�'/ Iff fo 17128 DATE 4/14/20 DRAWN BY rl _ WOOD FRAME WITH FMHU43 DOORS a ENTRY IN O ENTRY. PROVIDE PAINT GRADE WOOD 00 WITH INSULATED GLASS TRANSOM. PROVIDE SIDELIGHT WITH PREHUNG DOORS • ENTRY. 0 TRIM i0 MATCH ADJACENT EXISTING TRIM i0 MATCH ADJACENT EXISTING L. L N DOORS TO REMAIN AS INDICATED. DOORS TO REMAIN AS INDICATED. AGENT EXISTING DOORS TO REMAIN AS _O O U) U IND ED. 0) (� -0 v • _ Q L.f_^, Y 4.1 10 N V N PROJECT NO. 17128 DATE 4/14/20 DRAWN BY MPG FRAME ,I' FRAME 121 FRAME FRAME 100% Construction: 04/14/20 WOOD FRAME WITH FMHU43 DOORS a WOOD FRAME WITH FMHU43 DOORS WOOD FRAME WITH FMHU43 DOORS a ENTRY WOOD FRAME WITH INSULATED TEMPERED GLASS ENTRY. PROVIDE PAINT GRADE WOOD ENTRY. PROVIDE PAINT GRADE WOOD WITH INSULATED GLASS TRANSOM. PROVIDE SIDELIGHT WITH PREHUNG DOORS • ENTRY. TRIM i0 MATCH ADJACENT EXISTING TRIM i0 MATCH ADJACENT EXISTING AINT GRADE WOOD TRIM i0 MATCH PROVIDE PANT GRADE WOOD TRIM TO MATCH DOORS TO REMAIN AS INDICATED. DOORS TO REMAIN AS INDICATED. AGENT EXISTING DOORS TO REMAIN AS ADJACENT EXISTING DOORS TO REMAIN AS IND ED. INDICATED. FRAME '5' WOOD FRAME WITH INSULATED TEMPERED GLASS SIDELIGHT WITH PREHUNG DOORS ENTRY. PROVIDE PAINT GRADE WOOD TRIM TO MATCH ADJACENT EXISTING DOORS i0 REMAIN AS INDICATED. DOOR 8 FRAME ELEVATION5 FRAME '6' WOOD FRAME WITH INSULATED TEMPERED GLASS SIDELIGHT WITH F FEWUNG DOORS s ENTRY. PROVIDE PAINT GRADE WOOD TRIM TO MATCH ADJACENT EXISTING DOORS TO REMAIN AS INDICATED. FRAME ,l' WOOD FRAME WITH PREHUNG DOORS 6 ENTRY. PROVIDE PAINT GRADE WOOD TRIM TO MATCH ADJACENT EXISTING DOORS TO REMAIN AS INDICATED. This sheet removed scope of work O \N heal U m Gj�o,�ng Drt`g� ' EET TITLE DOOR ELEVATIONS AND SCHEDULE EET A802 GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: 7. WOOD A. ROOF 30 PSF (35 PSF GROUND) A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY HEM FIR GRADED BY ACO Ln, WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL B. TYPICAL FLOOR 100 PSF COMMON AREAS AND EXIT FACILITIES BUILDING CODE AS FOLLOWS: W 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 675 PSI C. WIND 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 850 PSI fu 3 SECOND GUST 115 MPH (ULT) 5" THICK - 5" AND WIDER NO. 1 Fb = 1050 PSI L^W' EXPOSURE C C) NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR Ej C TO ALLOWABLE STRESS INCREASES. E. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. V■ W -0 B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND F. CODE USED IN DESIGN: 2012 IBC. NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER). 2. FOUNDATIONS C. TREATED SILL PLATE LUMBER MAY BE HEM -FIR, STRUCTURAL #1 GRADE. A. MAXIMUM SOIL DESIGN PRESSURE ASSUMED 2000 PSF. D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS B. CONTRACTOR SHALL ENGAGE A GEOTECHNICAL ENGINEER TO VERIFY IN WRITING IS REQUIRED. THE SOIL CAPACITY. E. FASTEN ALL WOOD MEMBERS WITH COMMON MAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE. C. ALL FOOTING BEARING ELEVATIONS SHOW AR ASUMED. EXACT BEARING ELEVATIONS F. LAMINATED BEAMS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN OF 36" BELOW EXTERIOR GRADE. ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE D. ALL FOOTINGS ARE TO PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FVB, D.F. FOR CONTINUOUS (MINIMUM) MODIFIED PROCTOR DENSITY PER ATSM D1557 UNLESS OTHERWISE RECOMMENDED IN THE MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. SOILS REPORT. IF SOFT SPATS ARE ENCOUNTERED REMOVED SOIL AND RECOMPACT WITH THE MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE APPORVED FILL (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.) CLEARLY STAMPED ON EACH MEMBER. E. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE G. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. ON PLANS. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD F. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TEST ON COMPACTED FILL ASSOCIATION. UNDER FOOTINGS AND INTERIOR SLABS -ON -GRADE. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE -TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF G. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETE SO THAT CONDITIONS MAY BE U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED 3. CONCRETE WITH 10D MAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. A. ALL CAST -IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, 4. FOR ROOF USE 7/16" (24/16 SPAN RATING) EXPOSURE I SHEATHING NAILED STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: WITH 10D MAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 7/16" EXPOSURE I PLYWOOD OR OSB SHEATHING NAILED WITH 8d MAILS AT 3" ON CENTER ALONG PANEL FOOTINGS 3000 psi STD --- --- EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES FOUNDATION WALLS 3000 psi STD --- --- SHALL BE BLOCKED. INTERIOR SLABS ON GRADE 3000 psi STD 0.50 --- 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN EXTERIOR CONCRETE (++) 4500 psi STD 0.45 6%-B% PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. ++ MAXIMUM SLUMP SHALL NOT EXCEED 4". 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED WC1.5 33 F'C (OR 57,000 F'C NORMAL WEIGHT H. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND CONCRETE). SHALL BE "BCI JOIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, C. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION SHALL BE SPACED 15 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. JOINT. I. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE 5 1/4" WIDE MEMBERS. ENGINEER. J. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS SHALL WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER. PROVIDE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EWES OF BRIDGING AND BLOCKING PER MANUFACTURER'S RECOMMENDATIONS UNLESS CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. OTHERWISE NOTED. PROVIDE CONSTRUCTION BRACING AS REQUIRED ERECTION NOTE: CENTER WALL STUDS UNDER CENTER OF TRUSS LOCATIONS. 4. REINFORCEMENT 8. NON-STRUCTURAL ELEMENTS A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED 1. CONCRETE POURED AGAINST EARTH 3" UNRESTRAINED UNLESS NOTED OTHERWISE. 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3. COLUMNS AND BEAMS (TIE BARS) 1-1/2" 9. MASONRY 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" A. ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTIONS PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. B. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90, GRADE N. BRICK SHALL FULFILL ASTM C62, C216 OR C652. MORTAR SHALL BE ASTM C270 TYPE S OR M. E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL C. MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A STRENGTH OF F'm OF 1500 PSI BASED ON NET AREA. MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS NOTED OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. D. WALLS SHALL BE REINFORCED HORIZONTALLY AT 16" ON CENTER WITH 9 GAGE MINIMUM LADDER -TYPE REINFORCEMENT MEETING ASTM A82 MASONRY WALL F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN REINFORCEMENT. HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT CORNERS. EACH CORNER. E. UNLESS NOTED OTHERWISE, MASONRY WALLS SHALL ALSO BE REINFORCED WITH G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS ONE #5 VERTICALLY AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. OPENINGS AND AT NOT OVER 4'-0" FEET ON CENTER TYPICALLY. REINFORCEMENT SHALL BE FULLY GROUTED IN PLACE. GROUT SHALL DEVELOP 3000 PSI IN 28 DAYS 5. STRUCTURAL STEEL AND MEET ASTM C476. A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS F. ALL CMU WALLS REQUIRE A MINIMUM OF 2-#S IN BOND BEAM ABOVE ALL DOORS AND WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH WINDOWS, AT FLOOR AND ROOF LINES, AND TOP OF PARAPETS UNLESS OTHERWISE SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM AS00, GRADE B, LATEST NOTED. EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. G. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION JOINT LOCATIONS. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT H. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH ASTM C476 GROUT FOR A DISTANCE CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OF 24" BENEATH AND A MINIMUM OF 16" EACH SIDE OF ALL BEAM REACTIONS OR OTHERWISE. OTHER CONCENTRATED LOADS UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE I. CMU SHALL BE FULLY GROUTED BELOW GRADE. LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." J. PROVIDE A THICKENED CONCRETE SLAB UNDER ALL MASONRY PARTITION WALLS. SEE D. EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF WALLS AND FOR CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A OPENINGS, ALL OF WHICH REQUIRE LINTELS. SEE LOOSE LINTEL SCHEDULE FOR AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED FRAMING OVER NON-BEARING OPENINGS IF NOT SHOWN ON STRUCTURAL DRAWINGS. EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN SEE MECHANICAL DRAWINGS FOR THOSE OPENINGS WHICH REQUIRE LINTELS. LOADS ARE NOT SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM K. ALL MULTIPLE WYTHE MASONRY WALLS SHALL BE GROUTED SOLID BETWEEN EACH WYTHE WITH ASTM C476 GROUT. AND SPAN FOR NON -COMPOSITE MEMBERS. L. WHERE MASONRY LINTELS CROSS EXPANSION CONTROL JOINTS IN MASONRY, INSTALL LINTELS SO THAT THE LINTEL MAY SLIDE ON ONE END. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -D1.1. M. PROVIDE MASONRY TIES WHERE MASONRY ABUTS CONCRETE. F. MINIMUM WELDS TO BE PER AISC TABLE 32.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. G. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY (WT -SECTIONS, ANGLES OR SHEAR PLATES). 6. NON -SHRINK GROUT A. NON -SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 10. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. E. PROVIDE ASPHALTIC MASTIC -COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL STEEL, WOOD TRUSSES. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. J. PRE -MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL HAVE ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND SHALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO. STAIRS SHALL BE DESIGNED TO SUPPORT A LIVE LOAD OF 100 PSF. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND CRITERIA. PARKIN PARKIN SECTION 3 314" =1'-0" RAILING (E)10" CONCRETE WALL X V-6" DEEP V V" SECTION 4 314" =1'-0" :POST PARKII #5 AT ' r RE: PLAN SECTION 1 3 WITH 3l4" =1'-0" .W.F. Ji1V21@(HS0lI ° 8" CMU WALL WITH #5 AT 1'-4" VERTICAL IN GROUTED CELL #5 X T-6" AT 1'4" ISOLATION JOINT (2)-#5 z 9 5" CONCRETE SLAB WITH 6X6 W1.4 X W1.4 W.W.F. SECTION AT TRASH ENCLOSURE SECTION 2 3l4" =1'-0" #5 AT 2'-0" (2)-#5 DESIGN EDGE architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 © COPYRIGHT 2020, DESIGN EDGE, P.C. ALL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE, P.C. CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION. 1 17128 DATE u DRAWN BY MPG ■ V ACO Ln, CL 0M W O fu L^W' ^ ' C) Ej C 4-' U V■ W -0 cn _� CL 0- L� O Ln fu N 1'� V N N PROJECT NO. 17128 DATE 4/14/20 DRAWN BY MPG CHECKED ACO CONSTRUCTION 4/14/20 otw hear. i �Jng D y\o� [9:I:Igmllllq GENERAL NOTES AND SECTIONS SHEET TO BE PROVDED AT TENANT IMPROVEMENT DRAWINGS I %VVI 1 1 \l AIVIII9tJ 1 Llll\ nCrLAuruminjim Z)IrrLrLAIIINU TENANT BUILT OUT AND UNIT LOCATIONS AND AS REQUIRED 1/16" = V-0" PENETRATIONS WILL BE LOCATED AS TENANTS OCCUPYSPACES �SIMPSON L90 (TYP.) — (E) 2X12 ) J l L•--------------(E)2X12 RTU PARTIAL RTU FRAMING PLAN 1/2'= l' -O' ( I` NOTE: NEW LVL FRAMING TO SPAN 1 -BAY FROM SUPPORT TO SUPPORT (STEAL BEAM OF CMU WALL) EXISTING PRECA DOWNTURN SAWCUT AND REMOVE PRECAST FLANGE FOR ROOF HATCH T-0" V.I.F. SECTION AT NEW PRECAST OPENING 11/2' =1'-0" DESIGN EDGE architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 © COPYRIGHT 2020, DESIGN EDGE, P.C. ALL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE, P.C. CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION. 915 am -J W L fu V) G Ln N 0 00 4 -JL. N _O O '4-' U V J c cn - -a CL i 4J Ln fu N N N PROJECT NO. 17128 (N)11 1/4" LVL 4/14/20 DRAWN BY MPG I ACO I � I (E) 2X12 ii (E) 2X12 I I g (N)11 1/4" LVL (E) 2X12 I I I � I I (E) 2X12 i I I I I I I (E) 2X12 I I I� (N)11 1/4" LVL l L•--------------(E)2X12 RTU PARTIAL RTU FRAMING PLAN 1/2'= l' -O' ( I` NOTE: NEW LVL FRAMING TO SPAN 1 -BAY FROM SUPPORT TO SUPPORT (STEAL BEAM OF CMU WALL) EXISTING PRECA DOWNTURN SAWCUT AND REMOVE PRECAST FLANGE FOR ROOF HATCH T-0" V.I.F. SECTION AT NEW PRECAST OPENING 11/2' =1'-0" DESIGN EDGE architecture interior design 482 S BROADWAY - SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 © COPYRIGHT 2020, DESIGN EDGE, P.C. ALL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE, P.C. CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION. 915 am -J W L fu V) G Ln N 0 00 4 -JL. N _O O '4-' U V J c cn - -a CL i 4J Ln fu N N N PROJECT NO. 17128 DATE 4/14/20 DRAWN BY MPG CHECKED ACO CONSTRUCTION 4/14/20 otw hear. l OXY TO 6'�,IdJng D� y\Cc ONTAL 1-1:Igawlllgq LOWER LEVEL/ ROOF FRAMING PLANS SHEET LV IT. LI . L -L- v L -L- I I u 111viIi.N.0 I L, .1. LOWER LEVEL FRAMING PLAN i 1/16" = V-0" 1/16"= V-0' ML 01 METS 2" X DECI 2X N, RE:4 HSS RE: F SECTION 5 314" =1'-0" L3X2X3116 CONTINUOUS WITH 518" 0 X 6" PENETRATION HILTI HIT-HY-70 EPDXY BOLTS AT T-0" ON CENTER AND 'IM' X 11/2" SDS SCREWS AT 1'-0" 2X1 2X NA 2—s—s-1 iI—S SECTION 1 3/4" =1'-0" -HSS COLUMN WITH STEEL BASE PLATE 12" X 10" X 10" WITH (4)-314" 0 X 8" ANCHOR BOLTS, RE: PLAN x —S —S 1'-6" X 1'-6" CONCRETE PILASTER WITH (4)-#5 VERTICAL AND (3)-#5 TIES RE: PLAN FOR FOOTING SIZES AND REINFOFCING EXISTING BRICKI CMU WALL HSS4X4X12 I I — J HSS4X4X12 DESIGN EDGE architecture interior design 482 S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 © COPYRIGHT 2020, DESIGN EDGE, P.C. ALL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE, P.C. CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION. HSS PROJECT NO. cn _ [2- b DRAWN BY MPG CHECKED ACO (2} 3X3X1/4 WITH 4/14/20 0" 4'-0- / 1 (4}5/8" 0 X 6" PENETRATION HILTI HIT-HY-70 EPDXY BOLTS 3'-0" X T-0" X T-0" FOOTING WITHfu HSS 4X4X12 EACH WAY Lnv SECTION2 _ (3)-#5 HSS 4X8X1/4 I I ii O 314" =1'-0" I I I 00 4 -JL--- J /� \ O W 1 '0 51.2 L. 5 S1.2 4-J (1) C) EXISTING BRICKI fu O HSS CMU WALL ,p [V 4 -Jr l V RE: PLAN V V N N 2 2 ^' W0) "^ 1'-6" X T-6" HSS4X4X12 CONCRETE r — PILASTER . Y (2}1-3=14X3 WITH (2)-518" 0 X 6" PENETRATION HILTI HSS 4XBX1/4 ILnfu N IL HIT-HY-70 EPDXY BOLTS JL_—_J LHSS4X8Xl/4 o I I 1O 'j N (kD A/ V N SECTION 3 3/4" =1'-0" 0l=PT1r%kI A A SECTION 4 3/4" =1'-0" ULL PEN. ROOF FRAMING PLAN 1/4'= V-0' 1. ROOF DECKING 2X6 T&G PONDEROSA PINE (E =1,150,00 PSI, FB =1,458 PSI) WITH SOME SIMPLE SPAN LAY UP. ALL PLANKS SHALL BE END MATCHED AND ALL PLANKS SHALL BE NAILED TOGETHER WITHIN ONE FOOT OF EACH SIDE OF END JOIST. EVERY DECK COURSE SHALL BE SLANT NAILED TO THE TONGUE OF THE ADJOINING COURSE WITH 8d NAILS AT T-0". SCREW EACH DECKING COURSE TO THE SUPPORT WITH (2) -SCREWS. WOOD DECKING SHALL BE GLUED IN THE GROVE JOINT WITH 50% GLUE COVERAGE. FOUNDATION PLAN 1/4"=1'-0" PROJECT NO. 17128 DATE 4/14/20 DRAWN BY MPG CHECKED ACO CONSTRUCTION 4/14/20 SHEET TITLE FOUNDATION/ ROOF FRAMING PLANS SHEET S1.2 DESIGN EDGE architecture interior design 482 S BROADWAY - SUITE 100 2X6 T&G DECKING DENVER, COLORADO 80209 2"X NAILERTO. BUILDING C4D REAR ROOF EDGE RE: 41S1.2 2 III' -4" TELEPHONE: (303) 260-7277 12 S1.3 711 N CASCADE AVE ------` COLORADO SPRINGS, CO 80903 5[_5 ` TELEPHONE: (719)667-1972 TOP OF STEEL HSS 4X4X3/8 1 , © COPYRIGHT 2020, DESIGN EDGE, P.C. 108'-Fi" 12 REPRODUCTIALL RIGHTS ON OF THESE DRAWING OR NGS WI OOTHER THE PRIOR WRITTEN AUTHORIZATION OF DESIGN ------------------- 5 EDGE, P.C. CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL m ``� �-' ACTION. ___________________ x a V x x a a w w GO w HSS, RE: PLAN x x (2)-L5X2X1/4X3" TOP OFSTEEL (BEARING) HSS 4X4X3/8 HSS1.5X1.5X1/4 HSS1.5X1.5X1/4 HSS1.5X1.5X1/4 HSS 4X4X3/8 103'-8" TYP HSS 4X4X3/8 SECTION 1 HSS 1.5X1.5X1/4 HSS 1.5X1.5X1/4 HSS 1.5X1.5X1/4 HSS 1.5X1.5X1/4 HSS 1.5X1.5X1/4 HSS 1.5X1.5X1/4 HSS 1.5X1.5X1/4 HSS 1.5X1.5X1/4 :;?HSS.5X1.5X1/4X15X1 BOTTOM OF STEEL BOTTOM OF STEEL 3/4" =1'-0" 98'-4" HSS 4X4X3/8 HSS 4X4X3/8 HSS 4X4X3/8 98'-4" HSS 4X4X3/8 TYR x x x x x x -(ICY RE v a a v a a O; • 13 C GROUND LEVEL AT EAST GROUND LEVEL AT NORTH SIDE AL 90'_4" 90'-0" 0 20 ELEVATION 2 ELEVATION 3 1/4"=1'-0" 1/4"=1'-0" I I I I I BUILDING D PARAPET `, h 114 BUIL -4" DING D PARAPET I 114' I 114'-4" I I I I HSS, RE: PLAN I I I TOP OF STEEL SLOPES 1113'-6" AT RIDGE ' ' ` xXax --- ' S41 .2 fu Ln /W SECTION 2 Oro 314•=1 _p 00 HSS 4X43/8 l STEEL � (� 2 L _O 51.2 Q C a.., U ' G cn 12 i cn cu ' �/ 5 , � / ) — -Q i------------- �` 51.2 HSS 1.5X1.5X114`. Y a -J TOP 103'-8O"STEEL (IBEARING) HSS4X4X3/8 ' O - O" STEEL (BEARING) HSS4X4X3/8 ONLn (13P8F 103 (u 1 W 51.3 = x PROJECT NO. 17128 (E) CMU WALL HSS 1.5X1.5X1/4 (E) CMU WALL DATE 4/14/20 w x DRAWN BY MPG CHECKED ACO HSS 1.5X1.5X1/4 CONSTRUCTION 4/14/20 HSS 4X4X3/8 HSS 4X4X3/8 I BOTTOM OF STEEL BOTTOM OF STEEL 98'_4" I 9S'-4" s" X a x a w w x otw hear. l Jng s� — - — SHEET TITLE I=III=III= III=III=III=III=III=11 1=III=III=III=III- I=III=III= III—III—III—III—III— —III—III—III—III- II=1II=1II=1II=1II=1II=1II=1II III=III=III=III=1' II=1II=1II=1II=1II=1II=1II=1II III=III=III=III=1' CANOPY DETAILS =1 11=1 I I— I I 1=1 11=1 11=1 11=1 11=1 I 1=1 11=1 11=1 11=1 �' -I 11=1 11= I I 1=1 11=1 11=1 11=1 11=1 I 1=1 11=1 11=1 11=1 �' '-1 11—II I 1-1 11=1 11=1 11=1 11=1 I I I I 1=1 11=1 11=1 �' '=1 11=1 I I I-1 11=1 11=1 11=1 11=1 I I I I 1=1 11=1 11=1 �' - -� SHEET SECTION 4 SECTION 5 S1m3 1/2'= 1'-0' 1/2'= 1'-0' DESIGN EDGE architecture interior design 482 S BROADWAY -SUITE 100 HSS 3 l4 RTU DENVER, COLORADO 80209 SC WALL TELEPHONE: (303) 260-7277 1/S1.4 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 © COPYRIGHT 2020, DESIGN EDGE, P.C. ALL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE, P.C. CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL L3X3 X B" WITH (2)-518" "HILTI KWIK BOLT HSS 3X3Xl/4 SECTION 4 AT 6'-0" MAX 314" =1'-0" 2X12 BLOCKING EACH A SIDE OF POST AND 2 WITH LATETHRBOLTS BAYS (4 TOTAL) WITH PLATE WASHERS HSS 4X 114 ALL SI SSIZE r Pp0' RE OjP U:Q 1314" X 11 1 LVL (E) 2X12 FULL SP ETWEEN A AL SUPPO 0 20 2X12 BLOCKING WITH L70 EACH SIDE A -A HSS 6X6X1/4 (4 CORNERS) SECTION 1 WITH BASE PLATE 3/8"X 1'-0" ( , X 1'-0" WITH (4)-314" X 8" 314" =1'-0" v ANCHOR BOLTS Ln fu T -1N Om O 4--J 00 O HSS 4 fu SIDES) (ALL SIDES) L N _O f O C u' U G ur) cm 0) RTU , ^ C cn mm Y 0 Ln fu N N 6" CMU VENEERN RTU CURB �ROOF CURB PROJECT NO. 17128 DATE 4/14/20 DRAWN BY MPG CHECKED ACO (3)-#4TIES AROUND CONSTRUCTION 4/14/20 EACH PAIR OF COLUMNS NEW 1314" X x _x_ —x •—x 11114"LVL (E)2X12 o•.�. : o•.�. o: o•. om:o\-81 oa.° o.. AT1'-0" OoP..O,°Ql NEW 1314" X 11 114" LVL I I�m (I IMI SIMPSON LSTA24 (4)-#5AT5" =11I— rill- AT EACH CORNER SECTION 2 (2 EACH SIDE) AT 1'-4" CONCRETE 314" =1'-0" EACH END AND a AT 12" ON CENTE EACH SIDE REMAINDER °a " FOOTING 314" PLYWOOD 0 WITH #5 AT 1 12EACH WAY `� t W hear SECTION MONUMENT SIGN 314„ =1,-0' 6,G�idJn9 Dy\oc (E) PRECAST (E) OPENING TO IN SHEET TITLE DOWNTURN MAXIMUM SIZE 2'-6" X 2'-6" MONUMENT SIGN WAS TURN -KEY WITH ROOF SECTIONS OWNER DIRECT VENDOR AND COVERED UNDER SECTION 3 314" =1'-0" SEPARATE SIGNAGE PERMIT WITH CoWR; DELETE SHEET FROM THIS PACKAGE S1.4 OUAU TY ASSURANCE 1. IF MANUFACTURER'S MATERIALOR EQUIPMENTIS LISTED IN SCHEDULES OR ON DRAWNGS, THEY ARE TYPES TO BE PROVIDED FOR ESTABLISHMENT OF SIZE, CAPACITY, GRADE AND QUALITY. IF OTHER ACCEPTABLE MANUFACTURERS ARE USED, COST OF ANY CHANGE IN CONSTRUCTION REQUIRED BY THBR USE SHALLBE BORNE BY CONTRACTOR. 2. EQUIPMENT SHALL CONFORM TO STATE AN D/OR LOCAL ENERGY CON SERVATI ON STANDARDS. IN TENT AND IN TERPRETAT ON S'. 1. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFI CATONS TO RESULT INA COMPLETE MECHANICAL INS TALLATI ON INCOMPLETE ACCORDANCE WITH ALL APPU CABLE LOCAL CODES AND ORDINANCES. 2. DRAWINGS ARE DIAGRAM MAT C IN CHARACTER AND DO NOT NEC ES SARI LY IN DI CATE EVERY REQUIRED PIPE, OFFSET TRANSITION ETC. ITEMS NOT SPECIFICALLY MEN TI ON ED IN THE SPECIFICATION OR NOTED ON THE DRAWI NGS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALLBEINCLUDED. 3. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH IF THERE ISA CONFLICT IN THE CONTRACT DOCUMENTS, THE MORE DEMANDING AND COSTLY DESIGN SHALLBE SELECTED FORBIDDING PURPOSES. THE CONTRACTOR SHALL IMMEDIATELY PRESENT THE CON FU CT FOUND IN THE CONTRACT DOCUMENTS TO THE ARCH) TECT/EN GI NEER FOR RESOLU TON IF THE RESOLUTION FAVORS A LESS COSTLY DESIGN, THE CONTRACTOR WILL BE REQUIRED TO REIMBURSE THE DIFFERENCE IN COST. 4. DRAWINGS SHALL NOT BE SCALED FOR ROUGHJN MEASUREMENTS OR USED AS SHOP DRAWNGS. WHERE DRAWINGS ARE REQUIRED FOR THESE PURPOSES OR HAVE TO BE MADE FROM FIELD MEASUREMENTS, TAKE THE NECESSARY MEASUREMENTS AND PREPARE THE DRAW NGS. 5. BEFORE ANYWORKIS INSTALLED DETERMINE THAT EQUIPMENT WILL PROPERLY ITT THE SPACE THAT REQUIRED CLEARANCES CAN BE MAINTAINED AND THAT EQUIPMENT CAN BE LOCATED WTHOUT INTERFERENCES BETWEEN SYSTEMS, VALK STRUCTURAL ELEMENTS, OR VNTH THE WORK OF OTHER TRADES JOB CONDITIONS. 1. CONFER COOPERATE AND COORDINATE WORKWITH OTHER TRADES. COORDINATE CEILING CAVITY SPACE CAREFULLY W TH ALLTRADES.I N EVENT OF CONFU CT, INSTALL MECHANI CALAND ELECTRICAL SYSTEMS WITHIN CAVITY SPACE IN FOLLOW N G ORDER OF PRIORITY A. PLUMBING WASTE AND VENT PIPING. B. ROOFDRAN PIPING. C. DUCTWORK. D. ELECTRICAL CONDUIT AND LIGHTING. E. DOMESTC HOTAND COLDWATER PIPING. F. FIRE SPRINKLERPIPING. PERMITS AND FEES. 1. ARRANGE AND PAY FOR ALLINSPECTONS,PERMITS, LICENSES, CERTFICATES, ANDFEES REQUIREDIN CONNECTION WITH WORK. SUBMITTALS AND SHOP DRAWINGS. 1. CONFORM TOREQUIREMENTS OFDIMSION I AND FOLLOWING PARAGRAPHS. 2. SUBMITTALS SHALLINCLUDE CATALOGCUT-SHEETSAND MANUFACTURER'S DATA SHEETS, 3. PRIOR TO ORDERING EQUIPMENT OR BEGINNING INSTALLATION WORK, ASSEMBLE, PREPARE, AND FURNISH SUBMITTALS AND SHOP DRAWINGS REQUIRED FOR PROJECT. FURNISH SUBMITTALS AND SHOP DRAWINGS AS REQUIRED BY INDIMDUALSECTONS OF SPECIRCATIONS. 4. CONTRACTOR SHALL THOROUGHLY CHECK SUBCONTRACTORS ORVENDORS' SUBMITTALS AND SHOP DRAWINGSAND, AFTER APPROMNG THEM, SUBMITTHEM FORREMEW. SUBMITTALSAND SHOP DRAWINGS THAT DO NOT BEAR CONTRACTORS REVIEW STAMP VALLEE RETURNED NOT REMEWED. 5. IF DISCREPANCIES BETWEEN SUBMITTALS, SHOP DRAWINGS AND CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SUBMITTALS AND SHOP DRAWIN GS ARE REVIEWED, REQUIREMENTS OF CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. SUBMITTALS AND SHOP DRAWINGS WHICH ARE SUBMITTED, BUT WHICH ARE NOT REQUIRED BY CONTRACT DOCUMENTS, VALLEE RETURNED NOT REVIEWED 0. SUBMITTALS AND SHOP DRAWINGS SHALLIDENTFY SPECIFIC EQUIPMENT VALK NUMBERS OR LETTERS IDENTICALTO THOSE LISTED OR SCHEDULED ON THE DRAWNGS OR SPECIFICATIONS. RECORDDOCUMENTS. 1. KEEPIN CUSTODY DURING ENTIRE PERIOD OF CONSTRUCTION, A CURRENT SET OF DOCUMENTS INDICATING CHANGES THAT HAVE BEEN MADE TO THE CONTRACT DOCUMENTS. 2. UPON COMPLETION OFWORK, SUBMITTHE COMPLETE SET OF RECORD DOCUMENTS TOTHEARCHITECT. PROTECTION OFEQUIPMENT. 1. PROTECT MATERIALS AND EQUIPMENT FROM PHYSICAL DAMAGE, CONSTRUCTION DIRT, ANDTHE ELEMENTS FROM TME OF SHIPMENT TO TIME INSTALLATION IS ACCEPTED BY OWNER. GUARANTEE. 1. GUARANTEE MATERIALS WORKMANSHIP ANDOPERATON OF EQUIPMENT INSTALLED FOR PERIODOF ONE YEAR FROM DATE OF ACCEPTANCE OF ENTRE WORK. REPAIR OR REPLACE ANY PART OF WORK WHICH SHOWS DEFECT DURING THAT TIME. 2. BE RESPONSIBLE FOR DAMAGE TO PROPERTY OF OWNER OR TO WORK OF OTHER CONTRACTORS DURING CONSTRUCTION AND GUARANTEE PERIOD 3. FURNISH EQUIPMENT WARRANTIES TO OWNER. MECHANICAL EQUI PMEN T WI RI NG AND CONNECTIONS 1. VOLTAGE CHARACTERISTCS SHALL BE AS IN ELECTRICAL DIVISION OF SPECIFICATIONS AND ON ELECTRICAL DRAWNGS. TEMPORARY FACULTIES'. 1. USE OF EXISTNG EQUIPMENT FOR TEMPORARY HEATNG OR COOUNG DO NOT USE NEW OR EXISTING BUILDING EQUIPMENT WITHOUT WRITTEN PERMISSION FROM OWNER. INSPECTIONS. 1. DO NOT COVER UP OR ENCLOSE WORK UNTILINSPECTED, TESTED, AND APPROVED. ANYWORK ENCLOSED OR COVERED UP BEFORE SUCH APPROVAL SHALL BE UNCOVERED, TESTED, ANDAPPROVED. ACCESS DOORS. 1. FURNISH HINGED STEELACCESS DOORS VALK CONCEALED LATCH, WHETHER SHOWN OR NOT, IN WALLS AND PLASTER OR GYPSUM BOARD CEILINGS FOR ACCESS TO CONCEALED VALVES, SHOCKARRESTERS, AIR VENTS, MOTORS, FANS, BALANCING VALVES, OR OTHER OPERATING DEVICES REQUIRING ADJUSTMENT OR SERFA CIN G. 2. ACCESS DOOR SHALL BE SIZE OF EQUIPMENT TO BE REMOVED OR 24"BY24" IF USED FOR SERFACE ONLY. SUPERFASION. 1. SUPERFASE WORK TO PROCEED IN PROPER SEQUENCE WTHOUT DELAY TO OTHER CONTRACTORS KEEP SUPERFA SOR ON PREMISES AT ALL TIMES TO ENSURE THAT INTENT OF DRAWINGS AND SPECIFICATIONS IS BEING FOLLOWED. INSTALLATION. 1. WORKMANSHIP SHALL BE FIRST QUALITY. APPEARANCE OFWORK SHALL BE OF EQUALIMPORTANCE TO ITS MECHANI CALOPERATI ON. LACK OF QUAD TY WORKMANSHI P SHALL BE REASON FOR REJECTION OF SYSTEM IN PART OR IN WHOLE. 2. INSTALL SO THATALLVALVES AND EQUIPMENT CAN BE EASILY ACCESSED AND SERVICED BY ADEQUATE CLEARANCE, INSTALLATION OF ACCESS DOORS, UNIONS IN PIPING, OR OTHER METHODS 3. COMPLETE INSTALLATION SHALL FUNCTION SMOOTHLY AND NOISELESSLY. 4. INSTALL EQUIPMENTAND MATERIALS PER MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES OR REGULATONS. 5. PLACE OR REPLACE ALL EQUIPMENT NAMEPLATES WHERE THEY CAN BE SEEN AND READ WITHOUT DIFFICULTY 0. FLUSH PIPES FREE OF FOREIGN SUBSTANCES BEFORE INSTAWNG VALVES OR MAKING FINAL CONNECTIONS. CLEAN ALL PIPING AND EQUIPMENT. COMPLETION. 1. CLEAN INSULATON COVERING, DUCTS, PIPES EQUIPMENT AND ACCESSORIES TO RECEIVE PRIME COAT OFPANT. CLEAN EQUIPMENT RECEIVED WITH PRIME COAT TO RECEIVE FINAL COAT. 2. REPLACE AR FILTERS IF UNITS WERE OPERATED DURING CONSTRUCTION. CLEAN DUCTS, BLOWERS, AND COILS IF UNITS WERE OPERATED WITHOUT FILTERS DURING CONSTRUCTION. 3. INSTRUCT OWNER IN OPERATION AND MAINTENANCE OF MECHANICAL SYSTEMS. MINIMUM PARTCIPANTS SHALLINCLUDE MECHANICAL CONTRACTOR AND CONTROLS CONTRACTOR REPRESENTATIVES. 4. AFTER TESTS AND ADJUSTMENTS HAVE BEEN MADE AND SYSTEMS PRONOUNCED SATSFACTORY FOR PERMANENT OPERATION REFINISH DAMAGED FINISH AND LEAVE EVERYTHING IN PROPER WORKING ORDER AND APPEARANCE. 5. ON COMPLETION OF WORK, REMOVE TOOLS, SCAFFOLDING, DEBRIS, ETC., FROM GROUNDS AND LEAVE PREMISES CLEAN. OPERATION AND MAINTENANCE MANUALS 1. PRIOR TO COMPLETION OF PROJECT SUBMIT THREE (3) SETS OF MAINTENANCE MANUALS COVERING OPERATION AND MAINTENANCE OF MECHANICAL EQUIPMENT VALK MOVING OR MOVABLE PARTS, INCLUDING PLUMBING SYSTEMS. INSTRUCTIONS SHALLBEIN PAMPHLET OR TYPEWRITTEN FORM IN THREE RING BINDERS. INSTRUCTIONS FOR EACH UNIT SHALLBE INDICATED BY SEPARATE TAB. 2. INCLUDE TEST AN D BALANCE REPORT. 3 INCLUDE STARTING, STOPPING, LUBRICATION, PREVENTATIVE MAINTENANCE SCHEDULE, AND ADJUSTMENT INFORMATION FOR EACH PIECE OF EQUIPMENT. 4. INCLUDE GUARANTEES AND WARRANTIES OFALLEQUIPMENT. PIPE AND PIPE FnNGS PIPE AND TUBE A. COP PER REFRI GERAN T TU BE ASTM B 28603, SEAM LE SS. B. COP PER DRAI NAGE TU B E(DRAV). ASTM 830688. PIPE AND TUBE JOINTS AND FITTNGS A. COPPER AND BRASS PIPE FITTINGS. ASME 81623, PRESSURE FITTINGS, ASME 81620, DRAINAGE FI TT NGS GENERAL A. COOLING COILCONDENSATE DRAIN PIPING MAINTAIN PIPE SLOPE I/8" DOWN PER LINEAR FOOT IN THE DI RECT ON of FLOW UNLESS OTHERWISE NOTED ON DRAWINGS. B. MAKE CON N ECTI ON S TO EQUI P M EN T WI TH U NI ON S OR FLAN GES. C. COOLING COILCONDENSATE DRAIN PIPING SHALL BE EQUAL TO OR LARGER THAN THE EXIT DIAMETER OF THE DRAIN PAN DRAIN CONNECTION. D. FLU S H EACH PI PI N G SYSTEM AN D P ROVE CLEAN. COPPER PIPE CONNECTIONS A. USE15% SI LEVER BRAT N G ALLOY AN D SI LEVER B RAO N G FLU X ON CON CEALED J OI N TS. REFRI GERAN T COPPER PI PE CONN ECTI ONS A. 2-58"O D. AND SMALLER 95% TI N, 5% AN T M ON Y LEAD FREE SOLD ER. B. 31/8"0D.AND LARGER , HOT GAS PIPING, BURIED PIPING 15% SILVER BRAONG ALLOY. C. CON TI N U OU SLY PU RGE PI PI N G VN TH DRY NI LEDGE DU RI N G SI LVER BRAD N G P ROCESS. PIPE TESTING A. TESTALL PIPING SYSTEMS. CORRECT LEAKS BY REMAKING JOINTS. REMOVE EQUIPMENT NOTABLE TO WITHSTAND TEST PRESSURE FROM SYSTEM DURING TEST. CONSULT GOVERNING CODES FOR SPECIAL SYSTEM REQUIREMENTS. B. FESTERING BEFORE BEING PERMANENTLY ENCLOSED. C. OBTAIN CERTFICATES OFAPPROVAL, ACCEPTANCE, COMPUANCEWITH REGULATIONS OFAGENCIES HAMNG JURISDICTION. SUBMITTOOWNER. D. REFRIGERANT PIPING SYSTEM TEST TEST VALK NITROGEN AT 300 PSIG ON HIGH SIDE OF SYSTEM AND AT 150 PSIG ON LOW SIDE. MAINTAIN PRESSURE FOR 4 HOURS AFTER TEST, EVACUATE PIPING VALK VACUUM PUMP FOR MINIMUM 24 HOURS OR UNTIL SYSTEM HAS BEEN COMPLETELY EVACUATED. SUPPORTS, ANCHORS, SEALS WORKINCLUDED. 1. DUCT HANGERS AND SUPPORTS. 2. EQUIPMENT BASES AND SUPPORTS. 3. FLASHING FOR MECHANICAL EQUIPMENT. 4. SLEEVING FOR MECHANICAL EQUIPMENT. REFERENCE STANDARDS. 1. PIPE SUPPORTS. ANSI B31. 1, POWER PIPING. 2. DUCT HANGERS AND REINFORCEMENT. SMACNA DUCT MANUALS. 3. FIRE BARRIER PRODUCTS. ASTME11900B,ASTMES1402,ASTM84-04, ANDUL1470. SUBMITTALS. 1. FURNISH MANUFACTURER'S SUBMITTAL DATA FOR PREFABRICATED EQUIPMENT SUPPORTS. DUCT HANGERS AND SUPPORTS. 1. HANGERS. GALVANIZED STEEL BAND, ROLLEDANGLE, OR UNI STRUT TYPE MEMBERS VN TH THREADED RODS 2. WALLSUPPORTS. GALVANIZED STEEL BAND IRON OR FABRICATED ANGLE BRACKET. 3. VERTCAL SUPPORT AT FLOOR ROLLEDANGLE. 4. RIGID ROUND DUCTWORK 1" RARE GALVANIZED STEEL STRAPS, QUANTITY, SPACING, AND GAUGE PER SMACNASTANDARDS. 5. FLEXIBLE DUCTWORK I" WIDE GALVANIZED STEEL STRAPS. MAXIMUM ALLOWABLE SAG I/2"PERFOOT. 0. SPACING AND GAUGE OF HANGERS PER INTERNATIONAL MECHANICAL CODE, SMACNASTANDARDS, AND DUCT MANUFACTURER'S RECOMMENDATIONS. 7. PROVIDE A MINIMUM OF TWO FASTENERS INTO DUCT AND INTO TOP ATTACHMENT FOR ALL DUCTS VALK LONG SIDE EXCEEDING 18". PREFABRICATED EQUIPMENT SUPPORTS. 1. EQUIPMENTBASES A. SQUID TOP EQUIPMENT BASE WITH STEPPED CANT TO MATCH ROOFINSULATON. PITCHBASETO MATCH ROOF PITCH, PROVIDE LEVELINSTALLATION. EXECUTIONANSTALLATION. 1 INSERTS A. USE INSERTS FOR SUSPENDING HANGERS FROM REINFORCED CONCRETE SLABS AND SIDES OF REINFORCED CONCRETE BEAMS. B. SETINSERTS IN POSITION IN ADVANCE OF CONCRETE WORK PROVIDE REINFORCEMENT RODIN CONCRETE FOR INSERTS CARRYING PIPE OVER4" OR DUCTS OVER 60" RARE. C. WHERE CONCRETE SLABS FORM FINISHED CEILING, FINISH INSERTS FLUSH WITH SLAB SURFACE. D. WHERE INSERTS ARE OMITTED, ORI LL THROUGH CONCRETE SLAB FROM BELOW AND PROM OE ROD WITH RECESSED SQUARE STEEL PLATE AND NUT ABOVE SLAB. OBTAIN WRITTEN PERMISSION OF LOCATION AND PROCEDURE FROM STRUCTURAL ENGINEER PRIOR TO COMMENCING WORK. 2 ANCHORS A. USE ANCHORS FOR SUSPENDING HANGERS FROM REINFORCED CONCRETE SLABS, AND SIDES OF REINFORCED CONCRETE BEAMS. B. REVIEWANCHOR LOCATIONS, DEPTHS WITH ARCHITECT AND STRUCTURAL ENGINEER BEFORE INSTALLATION. C. INSTALL PER MANUFACTURERS DESIGN CRITERIA, INSTALLATION INSTRUCTIONS. DUCT HANGERS AND SUPPORTS. 1. SUPPORT DUCTWORKIN ACCORDANCE VALK INTERNATONALMECHANICALCODE, SMACNA, ANDASHRAE REQUIREMENTS AND RECOMMENDATIONS. EQUIPMENTBASES. 1. CONCRETE BASES FOR EQUIPMENT WILL BE PROVIDED BY OTHERS ONLYIF SHOWN ON ARCHITECTURAL OR STRUCTURAL DRAWNGS. ALL OTHER BASES SHALL BE PROVIDED BY THIS CONTRACTOR. 2. BASESSHALLBE4"THICKMINIMUM,EXTENDED6" BEYOND MACHINERY BEDPLATES.THICKEN CONCRETE AT ANCHOR BOLTS IFIMBEDMENT EXCEEDS 2". 3. SIZE AND LOCATE ALL BASES. FURNISH ALL REQUIRED ANCHOR BOLTS AND SLEEVES. 4. SECURE EQUIPMENT OR VIBRATION ISOLATON DEVICES FOR EQUIPMENT TO BASES WITH ANCHOR BOLTS. ANCHOR BOLTS SHALLBE PROVIDED BY EQUIPMENT MANUFACTURER OR SPECIFIED BY EQUIPMENT MANUFACTURER AND SUPPLIED BY CONTRACTOR. BOLTS SHALLBE SECURELY IMBEDDED IN THECONCRETEBASE. GROUT MACHINERY UNDER ENTIRE BEARING SURFACE UNLESS ISOLATED FOR VIBRATION. AFTER GROUT HAS SET REMOVEALLWEDGES SHIMS JACKBOLTS. FILLSPACEWTH NONSHRINKING GROUT. PROVIDE LEAD WASHERS AT EQUIPMENTANCHOR BOLTS. 5. FABRICATE EQUIPMENT SUPPORTS OF STRUCTURALSTEEL MEMBERS OR STEEL PIPE AND FITTNGS. BRACE AND FASTEN WITH FLANGES BOLTED TO STRUCTURE. FLASHINGAND SAEING 1. WHERE EXPOSED PIPING AND DUCTWORK PASSES THROUGH WALLS, FLOORS, ROOFS, PRovIDECHROME PLATED OR STAINLESS STEELESCUTCHEON FOR PIPING AND A MINIMUM 26 GAUGE GALVANIZED ANGLE FRAME FOR DUCTWORK. ROLL FRAME TO MATCH THE DIAMETER OF ROUND DUCT. 2. PROVIDE SOUND RATED FLASHING AROUND DUCTS AND PIPES PASSING FROM EQUIPMENT ROOMS, INSTALLED PER MANUFACTURER'S DATA FOR SOUND CONTROLTO MEET THE ATTENUATION SPECIFIED ON ARCHI TECTU RALDRAWI NGS FOR THE DESIGNATED WALL 3. FLASH AND COUNTERFLASH WHERE MECHANICAL EQUIPMENT PASSES THROUGH WEATHEROR WATERPROOFED WALLS, FLOORS, ROOFS. SLEEVES 1. PROVIDE FRAMED 18 GAUGE GALVANIZED SHEET METAL SLEEVES FOR DUCTWORK. UNLESSOTHERWISE INDICATED, SLEEVES SHALL BE OF SIZE TO PROM DE FROM 1/4" T01 CLEARANCE BETWEEN BARE PIPE OR DUCTAND SLEEVE OR BETWEEN INSULATION JACKET AND SLEEVE. WHERE PIPE OR DUCT PASSES THROUGH CONCRETE FLOOR, EXTEND SLEEVE MINIMUM 1"ABOVE FINISHED FLOOR. 2. SLEEVES IN BEARING WALLS, WATERPROOF MEMBRANE FLOORS, WET AREAS SHALL BE STEEL PIPE OR CAST IRON PIPE FOR SMALL ROUND DUCTS AND PIPES, 16 GAUGE GALVANIZED SHEET METAL FOR DUCTS. SLEEVES IN NON-BEARING WALLS, FLOORS, CEI U NGS SHALL BE STEEL PIPE, CAST I RON PIPE, OR GALVANIZED SHEET METALVNTH LOCKTYPELONGITUDINAL SEAM. 3. WHERE DUCTS PENETRATE BEARING WALLS (EXCLUDING FOUNDATIONS), FIRERATEDWALLS, PARTTIONS FLOORS PACK AND SEAL ENTIRE SPACE BETWEEN DUCT AND SLEEVE WITH DOW CORNING 36548 SILICONE RTV FOAM, OPT MINIMUM THICKNESS OF 3M FIRE BARRIER, CP -25 CAULK, OR 303 PUTTY ON EACH SIDE OF OPENING. 4. WHERE DUCT PENETRATIONS OCCUR IN NON FIRE RATED FLOORS OR WALLS, PACK SPACE BETWEEN DUCT AND SLEEVE OR INSULATION INSERT AND SLEEVE ON EACH END WITH MI NERAL WOOL OR OTHER NON-COMBUSTIBLE MATERIAL. INSULATION 1. FURNISH ANDINSTALLINSUFATION FOR ALL DUCTWORK SYSTEMS. LOW PRESSURE DUCTWORKINSULATION.1" DUCTUNER. ALLEQUIPMENTINSULATION SHALL INCLUDE A VAPOR BARRIER. 2. FURNISH ANDINSTALLINSULATION FOR ALL REFRIGERANT PIPING SYSTEMS. REFRIGERANT UQUIDAND INDOOR REFRIGERATED SUCTION PIPING, ALLSIZES. 1"THICKNESS. REFRIGERANT PIPING OUTDOORS, ALL SIZES. 3/4" THICKNESS. DUCTWORK A. FLEXIBLE AR DUCT 1. LISTED UNDER UL 181 STANDARDSAS CLASS I AR DUCT MATERIAL MAXIMUM OPERATNG PRESSURE B" WC MAXIMUM WORKING VELOCITY 4,000 FPM. MATERIAL SHALLBE APPROVED BY AUTHORI TY HAVING JURISDICTION. 2. INSULATED. ALUMINUM LAMINATE INNER CORE GALVANIZED STEELHEUX, 10"W G, 1"THICK 3/4 LB. DENSITY FIBERGLASS INSULATION (MINIMUM R-8) METAL OR APPROVED METAWZED POLYESTER OR SCUFFRESISTANTFOILSCRIM OUTER JACKET (MAXIMUM VAPOR TRANSMISSION RATED 05 PERMS). B. SPIN INFITTING FLAREDINLET, MANUAL VOLUME DAMPER AND REGULATOR WHERE NOTED. C. FABRICATION 1. DUCT PRESSURE AND LEAKAGE CLASSI FI CATONS 2. FABRICATE ALL DUCTWORK PER SMACNA STANDARDS, THE IN TERNATI ONAL MECHANICAL CODE(IMC) AND THE REQUIREMENTS OF THE FOLLOWING PRESSURE CLASSIFICATONS TABLE. DUCTWORK PRESSURE CHART STATIC PRESSURE CLASSIFICATION (W C) MIN. DUCTPRESSURE MIN. LEAKAGE DUCTWORK CHECKED RRR CFASSIFICATION(WC) CLASSIFICATON FROM TERMINAL UNIT ii SUPPLYDUCTWORK 1" 12 Q) TO AIR DEM CES O RETURN DUCTWORK 70m -1" 12 L. FROM AIR DEFACES ^N ^,, L 0 EXHAUST DUCTWORK 4-' Lf) 1" 6 0 TO FAN INLET FROM FAN OUTLET 70/ _ 0. 1/2" 0 TO DISCHARGE POINT U-) D. MINIMUM LEAKAGE CLASSIFICATION IS AS DEFINED IN THE LATEST EDITION OF THE ASHRAE FUNDAMENTALS HANDBOOK, DUCT DESIGN CHAPTER. E. MAKE EQUIVALENT DUCT SIZE CHANGES FROM ASHRAE TABLE OF EQUIVALENT RECTANGULAR AND ROUND DUCTS. NO VARIATION OF DUCT CONFIGURATION OR SIZES PERMITTED EXCEPT BY WRITTEN PERMISSION. F. CROSS BREAK OR BEAD ALL DUCTS IN EXCESS OF 18". G. LAP METAL DUCTS IN DIRECTION OF AR FLOW. HAMMER DOWN EDGES AND SUPS TO LEAVE SMOOTH DUCT INTERIOR. PROVIDE CORNER CLOSURES. H. BRANCH CONNECTIONS IN RECTANGULAR DUCTWORK SHALL BE 45 DEGREE ENTRY TYPE VALK 4"MINIMUM CONNECTOR LENGTH. I. CONSTRUCT TEES BENDS ELBOWS VALK MINIMUM CENTER UNE RADIUS I-1/2" TMES WIDTH OF DUCT. WHERE NOT POSSIBLE AND WHERE RECTANGULAR ELBOWS USED, PROVIDE TURNING VANES. J. INCREASE DUCT SIZES MAXIMUM 15 DEGREE DIVERGENCE WHEREVER POSSIBLE. MAXIMUM DIVERGENCE. 20 DEGREE UPSTREAM OF EQUIPMENT, 30 DEGREE DOWNSTREAM. K RIGIDLY CONSTRUCT METAL DUCTS VALK JOINTS MECHANICALLY TGHT, AIRTIGHT, BRACED AND STFFENED. L SEAFALLDUCTWORK(USING ITCHES ,MASTICS ,ORGASKETS , AS APPLICABLE) PER THE FOLLOWNG TABLE. DUCTWORK SEALING CHART STATIC PRESSURE CLASSIFICATION (W C) REQUIRED SEALING 2"AND LESS TRAVERSE AND LONGITUDINALJOINTS M. JOINTS IN RECTANGULAR DUCTWORK MAY BE MADE WITH DUCTMATE SYSTEM, NEXUS 4 BOLT DUCT CONNECTION SYSTEM, OR IDC. N. WORK INCLUDES ACCESS DOOR, BALANCINGDAMPER, FLEXIBLE CONNECTION ANDTURNINGVANES. 0. ACCESS DOORS SHALL BE UL LABELED. FABRICATE PER ASHRAE AND SMACNA FURNISH MANUFACTURER'S SUBMITTAL DATA FOR THE ACCESS DOORS, BALANCING DAMPERS, FLEXIBLE CONNECTIONS AND TURNING VANES P. ACCESS DOOR SHALL RATED FOR SAM E S TATI C PR ES SU RE AS DU CTWORK AN D SIT ALL BE FRAM ED,HINGED , GAS KETED TYPE WITH SAS LOCKS, FULLY INSULATED. Q. P ROVIDE ACCESS DOORS FOR I N S PE CTI ON AN D CLEAN I N G BE FORE AN D AFTER FI LTE RS, COI ITS FAN S, AU TOMATI C DAM PE RS, R RE OR COM BI NAT ON FlREPS MO KE DAM P ERS, AN D ELS EWH ERE AS I N DI CATED. REVIEW LOCATIONS VALK ARCHITECT PRIOR TO FABRICATION. PROVIDE XO" QUICK OPENING ACCESS DOORS FOR INSPECTION AT BALANCING DAMPERS AND TURNING VANES. R. VOLUME DAMPER SHALLBE MULTIPLE OPPOSED BLADE TYPE, CLOSEFITTEDIN DUCTS, SUITABLE FOR STATIC PRESSURE IN DUCTWORK AT INSTALLED LOCATION. DAMPERS 12" OR LESS IN HEIGHT SHALL HAVE SINGLE BLADE. DAMPER BLADES SHALL BE STAMPED 16 GAUGE GALVANIZED STEEL, MAXIMUM LENGTH 48". SHAFT SPACING SHALL NOT EXCEED O". BEARINGSSHALLBE MOLDEDSYNTHETC. POSITIONING DEFACE SHALL BE LOCKNG LEVERAND QUADRANT TYPE, LEVER PARALLEL TO BLADE, LOCKED TO QUADRANT WITH THUMBSCREW ORVNNG NUT, END OF SHAFT NOTCHED PARALLEL TO DAMPER POSITION. CONSTRUCT DAMPER BLADES FOR MEDIUM AND HIGH PRESSURE SYSTEMS VALK END BEARINGS OR OTHER SEALING DEVICE. SUPPLYLOCKNG TYPEHANDLES. S. NOTALLBALANCING DAMPERS REQUIRED FOR THE BALANCINGWORKARE SHOWNON THEDRAVNNGS PROVIDE BALANCING DAMPERS AT POINTS ON LOW PRESSURESUPPLY, RETURN, EXHAUST SYSTEMS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS AND AS REQUIRED FOR AIR BALANCING. COORDINATE WITH BALANCING CONTRACTOR AND PROVIDE ANYADDITIONAL BALANCING DAMPERSREQUIRED. INSTALL DAMPERS INACCESSIBLE LOCATION. T. FLEXIBLE CONNECTION SHALLBE NEOPRENE COATED,3DOZ. FIBERGLASS FABRIC,6 WIDE, TGHTLY CRIMPED INTO METAL EDGING STRIP, ATTACHEDTO DUCTING AND EQUIPMENT BY SCREWS OR BOLTS AT B" INTERVALS, PLENUM RATED WHERE REQUIRED. FLEXIBLE CONNECTIONS EXPOSED TO WEATHER SHALLBE COATED VALK DEWPOI NT HYPALON. U. TURNING VANES SHALL BE INSTALLED IN SUPPLY RETURN AND EXHAUST MITERED ELBOWS. THEY SHALL BE FORMED SINGLE WALL (36 MAXIMUM LENGTH) OR DOUBLE WALL (GREATER THAN 30" LENGTH) GALVANIZED STEELBLADES. FORMETAL DUCTWORK OTHER THAN STEEL USE SAME TYPE MATERIAL AS DUCT. TURNING VANES INSTALLED IN UNEQUAL ELBOWS. ADJUSTABLE TYPE THAT REMAINS ALIGNED TO AIRSTREAM IN ALL POSITIONS. V. ALL DUCTVORK SHALL BE GALVANIZED SHEET METALVNTH INSULATION PER SPECIFICATIONS.FLEXDUCTS SHALLBEUL181USTED CLASS I FACTORY PRE INSULATED I-1/2 WITH INNER LINER AND STEEL HEUX. FLEX DUCTS SHALL N OT BE MORE THAN 5 0" LONG. W. PANTALLDUCTWORKABOVE CBUNG RETURN GRILLESFLATBLACK. X. STATIC FIRE DAMPER 1. STATIC FIRE DAMPERS WITH CURTAIN STYLE BLADES MEETING REQUIREMENTS OFULSTANDARD 555 SIXTH EDITION, GALVANIZED STEEL OR PRIME COATED STEEL PROVIDE REINFORCEMENT IN CORNERS TO PROVIDE MAXIMUM RESISTANCE TO RACKING. 2. FIRERESISTANCP. DAMPERS SHALL HAVE A UL 555 FIRE RESISTANCE RATING OF I-1/2HOURS. 3. FIRE CLOSURE TEMPERATURE. EACH FIRE DAMPER SHALL BE EQUIPPED WITH A FACTORYINSTALLED HEAT RESPONSIVE DEFACE (FUSIBLE UAL) RATED TO CLOSE THE DAMPER WHEN TEMPERATURE AT THE DAMPER REACHES 165 F. 4. FIRE DAMPERS SHALL HAVE BLADES RETAINED IN A RECESS SO FREE AREA OF CONNECTING DUCTWORK IS NOT REDUCED (TYPE B). DUCTWORK (CONTINUED) V. DYNAMIC FIRE DAMPERS 1. DYNAMIC FIRE DAMPERS VALK STEEL 3V BLADES MEETING REQUIREMENTS OF UL STANDARD 555 SIXTH EDITION. GALVANIZED STEEL OR PRIME COATED BLACK STEEL PROVIDE REINFORCEMENT TO CORNERS TO PROVIDE MAXIMUM RESISTANCE TO RACKING. 2. FIRE RESISTANCE. DAMPERS SHALL HAVE UL 555 FRE RESISTANCE RAZING OF I-1/2HOURS . 3. FIRE CLOSURE TEMPERATURE. EACH FIRE DAMPER SHALL BE EQUIPPED WITH A FACTORY INSTALLED HEAT RESPONSE DEVICE (FUSIBLE UAL) RATED TO CLOSE THE DAMPER WHEN TEMPERATURE AT THE DAMPER REACHES 165 F. 4. DIFFERENTIAL PRESSURE. DAMPERS SHALL HAVE A MINIMUM UL 555 DIFFERENTAL PRESSURE RATNG OF4INCHES W G. 5. VELOCITY. DAMPERS SHALL HAVE A MINIMUM UL 555 VELOCITY RATING OF 3000 FPM. Z. COMBINATION SMOKE AND FIRE DAMPER 1. COMBINATION FIRE SMOKE DAMPERS WITH STEEL 3V BLADES MEETING REQUIREMENTS OF UL STANDARD 555, SIXTH EDITION AND UL STANDARD SSSS, FOURTH EDITION. ACTUATED BY FUSIBLE U NK OR THERMOSTAT AND SMOKE DETECTOR. B INCH MAXIMUM BLADE WELL GALVANIZED STEEL OR PRIME COATED BLACK STEEL REINFORCE CORNERS TO MAXIMIZE RESISTANCE TO PACKING 2. LEAKAGERATNG CLASS ((DUCT STATIC PRESSURE EXCEEDS 2" WC)ORCFASSII(DUCTSTATIC PRESSURELESS THAN 2" WC) 3. FIRERESISTANCP DAMPERS SHALL HAVE A UL 555 FIRE RESISTANCE RATING OF I-1/2HOURS. 4. FIRE CLOSURE TEMPERATURE. EACH COMBINATION FIRE SMOKE DAMPER SHALL BE EQUIPPED WITH FUSIBLE U N K OR THERMOSTAT TO CLOSE THE DAMPER AT 165 F. 5. DIFFERENTIAL PRESSURE. DAMPERS SHALL HAVE A MINIMUM UL SSSS DIFFERENTIAL PRESSURE RATING OF4INCHES W G. 8. VELOCITY. DAMPERS SHALL HAVE A MINIMUM UL SSSS VELOCITY RATING OF 3000 FPM. 7. OPERATNGSHAFT. 00 DEGREES BETWEEN CLOSED AND OPEN SUITABLE FOR FINDING TO AND OPERATION BY DAMPER OPERATOR, WITH END SWITCH TO SIGNAL FULLOPEN POSITION. 8. ACTUATORS. TYPE'. ELECTRIC, 120VOLTAC, 60HZ, 2POSITON, FAILCLOSE EXTERNALMOUNTED. AA. PROVIDE FIRE OR COMBINATION FlRE/SMOKE DAMPERS AT LOCATIONS SHOWN AND WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION. TEMPERATURE CONTROL SYSTEMS 1. ALL CONTROLS TO BE PROM OED BY AN I NDEPENDANT CONTROLS CONTRACTOR .MATCH EXISTNG TEMPERATURE CONTROL MANUFACTURER. 2. PROM OE ALL CONTROLS FOR A COMPLETE OPERATIONAL SYSTEM. PROVIDE ALLINTERLOCKS TO EQUIPMENT AS INDICATED ORAS REQUIRED FOR PROPER OPERATION OF THE EQUIPMENT. 3. CONCEALVNRING WITHIN BUILDING CONSTRUCTION EXCEPTIN MECHANICAL ROOMS AND AREAS WHERE OTHER CONDUIT AND PIPING ARE EXPOSED. INSTALL CON TROLWI RI NG SYSTEM IN CONDUIT WHERE EXPOSED OR SUBJECT TO DAMAGE. THE USE OF WIREMOLD SHALL NOT BE PERMITTED. 4. ALL CONTROLVNRING SHALL BE INSTALLED INA NEAT AND WORKMANLIKE MANNER PARALLEL TO BUILDING JNESWTH ADEQUATE SUPPORT. BOTH CONDUIT AND PLENUM WIRING SHALL BE SUPPORTED FROM OR ANCHORED TO STRUCTURAL MEMBERS. CONDUIT OR PLENUM WIRING SUPPORTED FROM OR ANCHORED TO PIPING, DUCT SUPPORTS, THE CBUNG SUSPENSION SYSTEM, OR THE ELECTRICAL CONDUITS IS NOT ACCEPTABLE. 5. U LPLENUM RATED CABLE SHALL BE ALLOWABLE IN AR PLENUMS AS APPROVED BY LOCAL CODES. 0. INSTALLSYSTEMS, COMPONENTS AND MATERIALS IN ACCORDANCE VALK MANUFACTURER'S INSTRUCTIONS. 7. TME CLOCKS REQUIRED TO COMPLETE THE TEMPERATURE CONTROL SEQUENCES SHALLBE 7DAY ,24-HOUR ELECTRONIC TYPE. EQUIP TIME CLOCKS VALK BATTERY BACKUP TO MAINTAIN PROGRAMMING IN CASE OF POWER FAILURE. 8. INSTRUCT OWNER'S PERSONNELIN OPERATION AND MAINTENANCE OF ELECTRIC CONTROL SYSTEMS. TESTING AND BALANCING 1. WORK INCLUDES TESTING AND BALANCING OF ENFARONMENTAL SYSTEMS AND AN DISTRIBUTION SYSTEMS AND EQUIPMENT. TESTNG AND BALANCING SHALL BE THE RESPONSIOUTY OF ONE FIRM MINIMUM STANDARDS. CHAPTER36 1999 EDITION OFASHRAE HVACAPPUCATONS HANDBOOK. 2. TESTNG AND BALANCING WORK SHALL BE DIRECTLY SUPERFASED AND RESULTS ATTESTED TO FLA NEFF CERTFIED BALANCER WHO SHALL REPRESENT THE TESTNG AND BALANCING FIRM IN PROGRESS MEETINGS AS REQUESTED, AND SHALL BE AVA TABLE FOR INTERPRET N G MATERIAL IN BALANCE REPORT. 3. DO NOT BEGIN TESTNG AND BALANCING WORK UNTIL SYSTEM HAS BEEN COMPLETED AND IS IN FULL WORKING ORDER. PUT SYSTEMS AND EQUIPMENTINTO FULL OPERATION AND CONTNUE OPERATION DURING EACH WORKING DAY OF TESTING AND BALANCING. ASCERTAIN PREU MI NARY TAB REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK THROUGH REVIEW OF AVAILABLE DRAWINGS AND SPECIFICATIONS MAKE VISUAL OBSERVATIONS AT SITE DURING CONSTRUCTION TO DETERMINE LOCATION AND SUI TABI U TY OF REQUIRED BALANCIN G DEVI CES. 4. BEFORE AR BALANCE WORKIS STARTED CHECK SYSTEM FOR DUCT LEAKAGE UNIMPEDED RETURN AIR PATH CLEAN FILTERS INSTALLED, CORRECT FAN ROTATION, EQUIPMENT VIBRATION, PROPER OPERATION OF AUTOMATIC DAMPERS VOLUME CONTROL DAMPERS AND AR DEVICES OPEN. REPORTANY DEFICIENCIES TO CONTRACTOR FOR CORRECTION OR RESOLUTION 5. BALANCE AR SYSTEMS VALK PATH PRESENTING GREATEST RESISTANCE TO THE FLOW FULLY OPEN AND UNOBSTRUCTED. MAKE ALL NECESSARY SHEAVE REPLACEMENTS TO ACHIEVE ABOVE.DONOTUSE BALANCING DEVICES IN LIEU OF SHEAVE REPLACEMENT TO ACHIEVE DESIGN AIR FLOW. 0. ADJUST AFFAIR DEVICES FOR OPTIMUM ,DRAFT -FREE AR DISTRIBUTION PATTERN. ADJUST LINEAR CBUNG DIFFUSERS FOR HORIZONTAL DISCHARGE ALONG THE CBUNG AND/OR VERTICAL DISCHARGE ALAN OUTSIDE WALL 7. INSPECT TEMPERATURE CONTROL SYSTEM FOR PROPER SEQUENCE OF OPERATION AND APPROXIMATE CAUBRATON. REPORT ANY DEFICIENCIES TO CONTRACTOR IMMEDIATELY. 8. BALANCE AFFAIR FLOWS WITHIN 10PROFDESIGN. MEASURE AND RECORD DIFFUSER NECK, ARQUANTITIES FOR EACH AR DEVICE', AIR HANDUNG UNITS MANUFACTURER AND MODEL NUMBER, SUPPLY, RETURN, MIXED, AND OUTSIDE AIR TEMPERATURES AND FAN DATA INCLUDING CFM, STAT C PRESSURE, RPM, MOTOR RUNNI N G AND FULL LOAD AMPERAGE BEFORE AND AFTER FINAL BALANCE. 0. SUBMIT TWO (2) BOUND COPIES OF FINAL TESTING AND BALANCING REPORT PRIOR TOCONTRACTOR'S REQUEST FOR FI NALI N SPECTI ON, SIGNED BY SUPERVISING ENGINEER AND AFFIXED VALK HIS CERTIFICATION SEAL 10. PROVIDE TEST AND BALANCE REPORT TO INSPECTOR AT TIME OF HEATING BNALINSPECTION. 11. SETUP AND CALIBRATE THERMOSTATS. SET THERMOSTAT AT 74 DEG ELF 2DEGF. 12. UPON COMPLETION OFWORK, SUBMIT DOCUMENTATION TO OWNER ITEMIZING AND DATING ALLPROBLEMS DISCOVERED AND REPORTED TO OWNER'S MAINTENANCE STAFF, AND TME AND DESCRIPTION OF SOLUTION. 1 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL PLUMBING CODE 2018 INTERNATIONAL FUEL GAS CODE 2017 NATIONAL ELECTRIC CODE DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLIENT CENTRIC CONSULTING BB1100� 1P0 L/0�� S 36751 a 4-14-20 4 e s �FSSCONAL W DATE 4/14/20 U AKJ CHECKED RRR L() 1-i ii IN 00W Q) O 70m L L. ^N ^,, L 0 C 4-' Lf) U G 0 W 70/ _ 0. CIE 4-/ U-) (10 V N N � MEP PR03ECT NO. 20102 DATE 4/14/20 DRAWN BY AKJ CHECKED RRR SHEET TITLE MECHANICAL SPECIFICATIONS AND LEGEND SHEET W001 MR GENERAL NOTES 1. CONTRACTOR TO VERIFY ABANDONED ROOF EQUIP MEN T ABANDONED EQUIPMENT INCLUDES HVAC EQUIPMENT, FLUES AND EXHAUST TERMINATIONS. NOT ALL ROOF EQUIPMENT OR PENETRATIONS ARE SHOWN. 2. LOCATIONSARE SHOWN APPROXIMATE. CONTRACTOR TOVERIFY EQUIPMENT. 3. GCAND MECHANICAL CONTRACTOR SHALLCOORDINATE NEW ROOFTOP EQUIPMENTWIL NEWTENANT IMPROVEMENT DRAWNGS AND USE EXISTING PENETRATIONS AS TECHNICALLY FEASIBLE. MECHANICAL ROOF PLAN SCALE 1/10"=1'-0'• DRAWING NOTES 3. EXISTING ROOF TOP UNITIS OPERATIONALAND SHALLREMAIN IN PLACE CONTRACTOR TO COORDINATE TENANT IMPROVEMENT DRAW NGS FOR ANY CHAN GES BEFORE REMOAI N G AN D REPAIRING ROOF. 4. EXISTING CONDENSING/EVAPORATIVE UNITIS OPERATIONALAND SHALLREMAIN IN PLACE. CONTRACTOR TO COORDINATE TENANTIMPROVEMENT DRAWINGS FOR ANY CHANGES BEFORE REMOVINGAND REPAIRING ROOF 5. EXISTING CONDENSING/EVAPORATIVE UNITISABANDONED. 0. EXISTING KITCHEN GREASE EXHAUST FAN, FAN NEEDS TO BE CLEANED. 7. EXISTING MAKEUP AIR UNITIS OPERATIONALAND SHALL REMAIN IN PLACE. CONTRACTOR TO COORDINATE TENANT IMPROVEMENT DRAW NGS FOR ANY CHANGES BEFORE REMOVING AND REPAIRING ROOF. 8. EQUIPMENT ON GROUND LEVEL EXISTING EXHAUST FAN SERVING BOWLING ALLEY SPACE. CONTRACTORTO CONFIRM IF FAN IS OPERATIONAL OR ABANDONED. IF ABANDONED CONTRACTOR SHALL REMOVE AND REPAIR WALLAS NECESSARY. 0. EQUIPMENT ON GROUND LEVEL CONTRACTOR TO VERIFYIF MAKEUP AR UNIT IS OPERATIONAL OR ABANDONED. IF ABANDONED CONTRACTOR SHALL REMOVE AND REPAIR WALLAS NECESSARY. 10. EQUIPMENT ON GROUND LEVEL CONTRACTOR TOVERIFYIF CONDENSING UNITIS OPERATIONALOR ABANDONED. IF ABANDONED CONTRACTOR SHALL REMOVE AND REPAIR WALLAS NECESSARY. DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLJENT CEN IC C SLLTING /100 �i�Q0 L/0�� f 36751 a S% 4-14-20 i e s �FSSCONAL O iii/ W 20102 DATE V DRAWN BY AKJ (� RRR u) Q o 4=J 00 o 70m L N O C� Lf) U G un 70 _ 0.CIE Y +J (10 V N N MEP PR03ECT NO. 20102 DATE 4/14/20 DRAWN BY AKJ CHECKED RRR OE XN .ti U SHEET TITLE MECHANICAL ROOF PLAN SHEET W110 DIVISION 220000 - PLUMBING SPECIFICATIONS BASIC MECHANICAL REQUIREMENTS QUALITY ASSURANCE: 1. IF MANUFACTURER'S MATERIAL OR EQUIPMENT IS LISTED IN SCHEDULES OR ON DRAWINGS, THEY ARE TYPES TO BE PROVIDED FOR ESTABLISHMENT OF SIZE, CAPACITY, GRADE, AND QUALITY. IF OTHER ACCEPTABLE MANUFACTURERS ARE USED, COST OF ANY CHANGE IN CONSTRUCTION REQUIRED BY THEIR USE SHALL BE BORNE BY CONTRACTOR. 2. EQUIPMENT SHALL CONFORM TO STATE AND/OR LOCAL ENERGY CONSERVATION STANDARDS. 3. COMPLYWITH RULES AND REGULATIONS OF LOCAL UTILITY COMPANIES. INCLUDE COSTOF VALVES, VALVE BOXES, METER BOXES, METERS, ACCESSORY EQUIPMENT REWIRED FOR PROJECT. INTENT AND INTERPRETATIONS: 1. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO RESULT IN A COMPLETE MECHANICAL INSTALLATION IN COMPLETE ACCORDANCE WITH ALL APPLICABLE LOCAL CODES AND ORDINANCES. 2. DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE EVERY REWIRED PIPE, OFFSET, TRANSITION, ETC. ITEMS NOT SPECIFICALLY MENTIONED IN THE SPECIFICATION OR NOTED ON THE DRAWINGS, BUT WHICH ARE NECESSARY TO MAKE COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED. 3. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. IF THERE ISA CONFLICT IN THE CONTRACT DOCUMENTS, THE MORE DEMANDING AND COSTLY DESIGN SHALL BE SELECTED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL IMMEDIATELY PRESENT THE CONFLICT FOUND IN THE CONTRACT DOCUMENTS TO THE ARCHITECTIENGINEER FOR RESOLLMON. IF THE RESOLUTION FAVORS A LESS COSTLY DESIGN, THE CONTRACTOR WILL BE REQUIRED TO REIMBURSE THE DIFFERENCE IN COST. 4. DRAWINGS SHALL NOT BE SCALED FOR ROUGH -IN MEASUREMENTS OR USED AS SHOP DRAWINGS. WHERE DRAWINGS ARE REQUIRED FOR THESE PURPOSES OR HAVE TO BE MADE FROM FIELD MEASUREMENTS, TAKE THE NECESSARY MEASUREMENTS AND PREPARE THE DRAWINGS. 5. BEFORE ANY WORK IS INSTALLED, DETERMINE THAT EQUIPMENT WILL PROPERLY FIT THE SPACE, THAT REQUIRED CLEARANCES CAN BE MAINTAINED AND THAT EQUIPMENT CAN BE LOCATED WITHOUT INTERFERENCES BETWEEN SYSTEMS, WITH STRUCTURAL ELEMENTS, OR WITH THE WORK OF OTHER TRADES. 6. IF CONFLICTS ARE DISCOVERED IN CONTRACT DOCUMENTS AS WORK PROGRESSES, SUBMITA SET OF DRAWINGS MARKED WITH RED PENCIL SHOWING RECOMMENDED MODIFICATIONS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 7. CONTRACTOR SHALL COORDINATE WITH ALL OWNER SUPPLIED EQUIPMENT MIORTO ROUGHIN. ENSUREALL EQUIPMENT CONNECTIONSARE PROVIDED FORAND THATTHE INSTALLATION WILL MEEFALL LOCAL AND NATIONAL CODE REQUIREMENTS. JOB CONDITIONS: CONFER COOPERATE, AND COORDINATE WORK WITH OTHER TRADES. COORDINATE CEILING CAVITY SPACE CAREFULLY WITH ALL TRADES. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AS WELL AS COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, UNLESS THE CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. PERMITS AND FEES: 1. ARRANGE AND PAY FOR ALL INSPECTIONS,PERMITS,LICENSES, CERTIFICATES, AND FEES REQUIRED IN CONNECTION WITH WORK SUBMITTALS AND SHOP DRAWINGS: 1. CONFORM TO REQUIREMENTS OF DIVISION 1 AND FOLLOWING PARAGRAPHS. 2. SUBMITTALS SHALL INCLUDE CATALOG CUTSHEETS AND MANUFACTURERS DATA SHEETS, 3. PRIOR TO ORDERING EQUIPMENT OR BEGINNING INSTALLATION WORK ASSEMBLE, PREPARE, AND FURNISH SUBMITTALS AND SHOP DRAWINGS REQUIRED FOR PROJECT. FURNISH SUBMITTALS AND SHOP DRAWINGS AS REQUIRED BY INDIVIDUAL SECTIONS OF SPECIFICATIONS. 4. CONTRACTOR SHALL THOROUGHLY CHECK SUBODNTRACTORS'OR VENDORS SUBMITTALS AND SHOP DRAWINGS AND, AFTER APPROVING THEM, SUBMITTHEM FOR REVIEW. SUBMITTALS AND SHOP DRAWINGS THAT DO NOT BEAR CONTRACTOR'S REVIEW STAMP WILL BE RETURNED NOT REVIEWED. 5. IF DISCREPANCIES BETWEEN SUBMITTALS, SHOP DRAWINGS, AND CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SUBMITTALS AND SHOP DRAWINGS ARE REVIEWED, REQUIREMENTS OF CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. SUBMRTALSAND SHOP DRAWINGS WHICH ARE SUBMITTED, BUT WHICH ARE NOT REQUIRED BY CONTRACT DOCUMENTS, WILL BE RETURNED NOT REVIEWED. 6. SUBMITTALS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC EQUIPMENT WITH NUMBERS OR LETTERS IDENTICAL TO THOSE LISTED OR SCHEDULED ON THE DRAWINGS OR SPECIFICATIONS. RECORD DOCUMENTS: 1. KEEP IN CUSTODY DURING ENTIRE PERIOD OF CONSTRUCTION, A CURRENT SEF OF DOCUMENTS INDICATING CHANGES THAT HAVE BEEN MADE TO THE CONTRACT DOCUMENTS 2. UPON COMPLETION OF WORK SUBMIT THE COMPLETE SET OF RECORD DOCUMENTS TO THE ARCHITECT. PROTECTION OF EQUIPMENT: 1. PROTECT MATERIALS AND EQUIPMENT FROM PHYSICAL DAMAGE, CONSTRUCTION DIRT, AND THE ELEMENTS FROM TIME OF SHIPMENT TO TIME INSTALLATION IS ACCEPTED BY OWNER. GUARANTEE: 1. GUARANTEE MATERIALS,WORKMANSHIP, AND OPERATION OF EQUIPMENT INSTALLED FOR PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF ENTIRE WORK REPAIR OR REPLACE ANY PART OF WORK WHICH SHOWS DEFECT DURING THAT TIME. 2. BE RESPONSIBLE FOR DAMAGE TO PROPERTY OF OWNER OR TO WORK OF OTHER CONTRACTORS DURING 3. FURNISH EQUIPMENTWARRANTIES TO OWNER MECHANICAL EQUIPMENT WIRING AND CONNECTIONS: 1. VOLTAGE CHARACTERISTICS SHALL BEAR IN ELECTRICAL DIVISION OF SPECIFICATIONSAND ON ELECTRICAL DRAWINGS. TEMPORARY FACILITIES: 1. USE OF EXISTING EQUIPMENT FOR TEMPORARY HEATING OR COOLING: DO NOT USE NEW OR EXISTING INSPECTIONS: 1. DO NOTCOVER UP OR ENCLOSE WORK UNTIL INSPECTED, TESTED, AND APPROVED. ANYWORK ENCLOSED OR COVERED UP BEFORE SUCH APPROVAL SHALL BE UNCOVERED, TESTED, AND APPROVED. ACCESS DOORS: 1. FURNISH HINGED STEEL ACCESS DOORS WITH CONCEALED LATCH, WHETHER SHOWN OR NOT, IN WALLS AND PLASTER OR GYPSUM BOARD CEILINGS FORACCESS TO CONCEALED VALVES, SHOCKARRESTERS, AIR VENTS, MOTORS, FANS, BALANCING VALVES, OR OTHER OPERATING DEVICES REWIRING ADJUSTMENT OR SERVICING. 2. ACCESS DOOR SHALL BE SIZE OF EQUIPMENT TO BE REMOVED OR 24' BY 24' IF USED FOR SERVICE ONLY. INSTALLATION: 1. WORKMANSHIP SHALL BE FIRST QUALITY. APPEARANCE OF WORK SHALL BE OF EQUAL IMPORTANCE TO ITS MECHANICAL OPERATION. LACK OF QUALITY WORKMANSHIP SHALL BE REASON FOR REJECTION OF SYSTEM IN PART OR IN WHOLE. 2. INSTALL SO THAT ALL VALVES AND EQUIPMENT CAN BE EASILY ACCESSED AND SERVICED BY ADEQUATE CLEARANCE, INSTALLATION OF ACCESS DOORS, UNIONS IN PIPING, OR OTHER METHODS. 3. COMPLETE INSTALLATION SHALL FUNCTION SMOOTHLY AND NOISELESSLY. 4. INSTALL EQUIPMENT ANO MATERIALS PER MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES OR REGULATIONS. 5. PLACE OR REPLACE ALL EQUIPMENT NAMEPLATES WHERE THEY CAN BE SEEN AND READ WITHOUT DIFFICULTY. 6. FLUSH PIPES FREE OF FOREIGN SUBSTANCES BEFORE INSTALLING VALVES OR MAKING FINAL CONNECTIONS. CLEAN ALL PIPING AND EQUIPMENT. COMPLETION: 1. CLEAN INSULATION COVERING. PIPES. EQUIPMENT, AND ACCESSORIES TO RECEIVE PRIME COAT OF PAINT. CLEAN EQUIPMENT RECEIVED WITH PRIME COAT TO RECEIVE FINAL COAT. 2. INSTRUCT OWNER IN OPERATION AND MAINTENANCE OF PLUMBING SYSTEMS. MINIMUM PARTICIPANTS SHALL INCLUDE PLUMBING CONTRACTOR AND CONTROLS CONTRACTOR REPRESENTATIVES. 3. AFTER TESTS AND ADJUSTMENTS HAVE BEEN MADE AND SYSTEMS PRONOUNCED SATISFACTORY FOR PERMANENT OPERATION, RERNISH DAMAGED FINISH AND LEAVE EVERYTHING IN PROPER WORIONG ORDER AND APPEARANCE. 4. ON COMPLETION OF WORK, REMOVE TOOLS, SCAFFOLDING, DEBRIS, ETC., FROM GROUNDS AND LEAVE PREMISES CLEAN. OPERATION AND MAINTENANCE MANUALS: 1. PRIOR TO COMPLETION OF PROJECT SUBMIT OPERATION AND MAINTENANCE MANUALS FOR MECHANICAL EQUIPMENT WITH MOVING OR MOVABLE PARTS, INCLUDING PLUMBING SYSTEMS, PER IECC. INSTRUCTIONS SHALL BE IN PAMPHLET, TYPEWRITTEN OR PDF FORM. INSTRUCTIONS FOR EACH PIECE OF EQUIPMENT SHALL BE INDICATED BY A SEPARATE TAB. 2. INCLUDE STARTING, STOPPING, LUBRICATION, PREVENTATIVE MAINTENANCE SCHEDULE, AND ADJUSTMENT INFORMATION FOR EACH PIECE OF EQUIPMENT. PIPE AND PIPE FITTINGS QUALITYASSURANCE A WELDING MATERIALS AND LIBOR SHALL CONFORM TO ASME CODE FOR PRESSURE PIPING AND APPLICABLE STATE LABOR REGULATIONS. B. USE WELDERS FULLY QUALIFIED AND LICENSED BY STATE AUTHORITIES. FURNISH CERTIFICATION FROM APPROVED TESTING AGENCY OR NATIONAL CERTIFIED PIPE WELDING BUREAU THAT WELDERS PERFORMING WORK ARE CERTIFIED. C. ALL PIPING MATERIALS SHALL COMPLY WITH LOCAL CODES. UNIONS AND COUPLINGS A 20ANDSMALLER: 125 PSI CAST IRON FORTHREADED FERROUS PIPING; BRONZE FOR COPPER OR BRASS PIPE, SOLDERED JOINTS. B. 2-12' AND LARGER: 150 PSI FORGED STEEL FLANGES, RAISED FACE WITH WELDING NECK FOR FERROUS PIPING; BRONZE FLANGES FOR COPPER OR BRASS PIPING. GASKETS FOR WATER PIPING TO 140 F EQUAL TO GARLOCK PREMIUM GRADE STYLE 22 RED RUBBER 111V THICK. GASKETS FOR NATURAL GAS EQUAL TO GARLOCK BLUE -GAD STYLE 3000 SYNTHETIC FIBER WITH NITRILE BINDER 1/H6' THICK. GASKETS FOR CONDENSATE, AND WATERABOVE 140 F AS MANUFACTURED BY FLEXITALLIC. C. DIELECTRIC UNIONS AND FLANGES: EPCOOR EQUAL HAVING PROPERGASKETMATERAL FOR EXECUTION A VERIFY LOGATION(S)OF ALL AIR PLENUMS. ALL PIPING AND SUPPORT MATERIALS INSTALLED IN AIR PLENUMS SHALL BE PLENUM -RATED. DO NOT INSTALL SPECIFIED N@LPLENUMRATED MATERIALS IN AIR PLENUMS; USE PLENUMRATED OPTIONS. B. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN PROPER SLOPE. C. CONCEAL PIPING IN WALLS OR ABOVE CEILING UNLESS OTHERWISE NOTED. D. MAINTAIN FOLLOWING PIPE SLOPES UNLESS OTHERWISE NOTED ON DRAWINGS: • COOLING COIL CONDENSATE DRAIN PIPING 1/81 DOWN PER LINEAR FOOT IN THE DIRECTION OF FLOW. • SANITARY WASTE 2-12'AND SMALLER: 114' DOWN PER i'-0' INDIRECTION OF ROW. • SANITARY WASTE T AND LODGER: 1180 DOWN PER T-0' IN DIRECTION OF FLOW. • GREASE WASTE: 11V DOWN PER 1'-0' IN DIRECTION OF ROW. • SANITARYVENT PIPING, ALL SIZES: GRADED AND CONNECTED AS TO DRIP BACK BY GRAVITYTO THE DRAINAGE PIPE ITSERVES. • STORM DRAIN PIPING, ALL SIZES: ire' DOWN PER 1'-0' IN DIRECTION OF FLOW. E. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE OR CONNECTED EQUIPMENT. F. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND FORACCESS TO VALVES, AIR VENTS, DRAINS, UNIONS. G. INSTALL SAME TYPE PIPING MATERIAL SPECIFIED FOR INSIDE BUILDING TO S-0' OUTSIDE BUILDING. H. MAKE CONNECTIONS TO EQUIPMENT WITH UNIONS OR FLANGES. A 20 AND SMALLER -THREADED; 2-120 AND LARGER -WELDED. B. DO NOT USE MITERED AND WELDED ELBOWS IN LIEU OF FITTINGS. C. DIE CUT THREADED JOINTS WITH FULL CUT STANDARD TAPER PIPE THREADS WITH 112' WIDE WHITE TEFLON PIPE JOINT SEALANT TAPE APPLIED TO MALE THREADS ONLY. D. USE ONLY MALLEABLE IRON THREADED PIPE FITTINGS FOR GAS PIPING. E. USE BUTT WELD FITTINGS FOR WELDED STEEL PIPES. USE OXYACETYLENE OR ELECTRIC ARC PROCESS. CAST IRON PIPE CONNECTIONS A JOINTS FOR BELL AND SPIGOT PIPES: NEOPRENE GASKETING SYSTEM WITH T'SEAV WATER SOLUBLE LUBRICANT. B. JOINTS FOR PLAIN END PIPEABOVE GRADE: STAINLESS STEEL BAND TYPE GASKETAND CLAMP MECHANICAL FASTENER C. USE HUBLESS PIPING ABOVE GRADE ONLY. COPPER PIPE CONNECTIONS A 2.10ANDSMALLER USE 15% SILVER BRAZING ALLOY ANDSILVER BRAZING FLUX ON BELOWnGRADE JOINTS. USE 95% TIN, 5% ANTIMONY LEAD-FREE SOLDER AND ASTM B813-91 NONCORROSIVE STM 1.0 FLUX ON JOINTS. APPLY FLUX ON CLEANED END OF PIPE AND INSIDE FFFFINGS WITH SMOOTH EVEN COATS. B. TANDLARGER: USE 15% SILVER BRAZING ALLOYAND SILVER BRAZING FLUX. APPLY FLUX ON CLEANED END OF PIPE AND INSIDE FITTINGS WITH SMOOTH EVEN COATS. APPLICATION OF PIPING SYSTEMS: SERVICE MATERIAL EQUIPMENT DRAINS COPPER TYPE M AND OVERFLOWS OR DWV, HARD DRAWN SANITARY DRAIN AND VENT COPPER, TYPE DWV, HARD DRAWN; CAST IRON; SCH 40 PVC ABOVE SLAB -ON -GRADE (PVC NOT ALLOWED IN ANY RETURN AIR PLENUM) SANITARY DRAIN AND VENT, BELOW CAST IRON; SCHEDULE 40 PJC SLAB -ON -GRADE INSIDE BUILDING (PVC NOT ALLOWED IN ANY RETURN AIR PLENUM) STORM DRAIN CAST IRON; SCHEDULE 40 PJC INSIDE BUILDING (PVC NOT ALLOWED IN ANY RETURN AIR PLENUM) DOMESTICWATER COPPER RTY OLI'�D DRAWN UNBURIED AM FM FOR DOMESTIC HOT AND COLD WATER DOMESTIC WATER CRC0391JN%D POLI'RLENE PE)() BURIED AM FM FOR DOMESTIC HOT AND COLD WATER DOMESTIC WATER SEAMLESS BRASS PIPE, EXPOSED AT FUTIURES CHROME PLATED GAS PIPING SCHEDULE 40 BLACKSTEEL CAST IRON PIPING AND FITTINGS: A CAST IRON PIPING SHALL BEM THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND LISTED BY NSF INTERNATIONAL.. B. HURLERS STANDARD DUTY DART IRON PIPE AND FITTINGS SHALL CONFORM TO CISPI 310AND LISTED BY NSF INTERNATIONAL. A PROTECT STEEL PIPE INSTALLED BELOW GRADE AND TO MINIMUM r ABOVE GRADE WITH FACTORY APPLIED COVERING, PRO 00 FELT AND PIPE LINE ENAMEL NO.4 DOUBLE WRAP ORX-TRUCOAT PLASTIC COATING. PROTECT FIELD JOINTS ON STEEL PIPE BY WITH TAPECOAT COMPANY PRIME COATAND ONE LAYER OF TAPECOAT #2D HEAT APPLIED, 62 MILTAPE PER MANUFACTURER'S RECOMMENDATIONS. B. PROVIDE THRUST BLOCK ATALL DIRECTION CHANGES ON PRESSURE PIPE. C. BURYALL OUTSIDE WATER PIPING MINIMUM 5'-0' BELOW GRADE TO TOP OF PIPE D. BURYALL OUTSIDE GAS PIPING MINIMUM I'S' BELOW GRADE TOTOP OF PIPE. SUBMITTALS A. FURNISH MANUFACTURER'S SUBMITTAL DATA FORVALVES. B. VALVES SHALL BE OF SAME MANUFACTURERWHERE POSSIBLE. VALVE SEATS AND MATERIALS SHALL BE SUITABLE FOR SERVICE INTENDED. ACCEPTABLE MANUFACTURES A. BALLVALVE: APOLLO, KITL,NIBCO. B. GAS VALVE: DEZURIK. RATINGS A. UNLESS OTHERWISE INDICATED, VALVES SHALL BE SUITABLE FORM PSIG WOG AND 250 SHUTOFF VALVE A. BALLVALVE, ALL SOT$: TWO-PIECE BRONZE OR FORGED BRASS BODYWTITH PTFE SEATS, PRESSURE RATED TO 150 SWP/M WOG, FULL PORT, BLOWOUT -PROOF STEM AND POSITIVE SHUT-OFF. PACKING GLAND WITH PTFE PACKING. STEM EXTENSION WHERE INSULATED, LOCKABLE HANDLE. BALANCINGVALVE A FULL PORTED BALL VALVE WITH BALANCING STOPS. CHECKVALVE A 2'ANDSMALLER: BRONZE, SWING DISC, SOLDER ORTHREADED ENDS. B. 2-12 AND LARGER: IRON BODY, BRONZE TRIM, SWING DISC, RENEWABLE DISC AND SEAT, FLANGED ENDS. C. SPRING LOADED, SILENT TYPE, CAST IRON BODY WITH BUNA-N SEATS SUITABLE FOR 250F. WAFER AND DISCS OF ALUMINUM, BRONZE, OR DUCTILE IRON. SHAFT AND SPRINGS TYPE 316 STAINLESS STEEL GAS VALVE D. IRON OR FORGED BRASS BODY INDOORS, BRONZE OR FORGED BRASS BODY OUTDOORS. E. FORGED BRASS BALLVALVE. CERTIFIED TO CSA, ASME BIG.33, AND UL FOR GAS PIPING SYSTEMS. DRAINVALVE A BALLVALVE WITH NIPPLE, CAP, HOSE THREAD. INSTALLATION A PROVIDE VALVES SUITABLE TO CONNECTTO ADJOINING PIPING AS SPECIFIED FOR PIPE JOINTS. USEPIPE SIZE VALVES. B. 20 AND SMALLER: THREADED OR SOLDERED. C. 2-12 AND LARGER: FLANGED. D. SOLDER OR SCREW TO SOLDER ADAPTERS FOR COPPER TUBING. E. PROVIDE DRAIN VALVES AT MAIN SHUT-OFF VALVES, LOW POINTS OF PIPING AND APPARATUS. F. USE SPRING LOADED CHECK VALVES AT PUMPS AND WHERE INSTALLED IN VERTICAL POSITION. SUPPORTS, ANCHORS, SEALS REFERENCE STANDARDS A. PIPE SUPPORTS: ANSI B31.1, POWER PIPING. INSERTS A. MALLEABLE IRON CASE, GALVANIZED STEEL SHELL, EXPANDER PLUG FOR THREADED CONNECTION WITH LATERALADJUSTMENT, TOP SLOT FOR REINFORCING RODS, LUGS FORATTACHING TO FORMS. USE INSERTSAND ANCHORS SUITABLE FOR TYPE OF STRUCTURAL CONDITIONS AND COMPONENTS. A. HANGERS, PIPE SIZES TO 1-1120: ADJUSTABLE STEEL RING ONSULATED PIPE) OR HAND(UNINSULATED PIPE). B. HANGERS, HOT PIPE SIZES 2'TO4' AND ALL COLD PIPE SIZES: ADJUSTABLE STEEL CLEVIS. C. WALL SUPPORT, PIPE SIZES TO 3': CARBON STEEL HOOK. D. WALL SUPPORT, PIPE SIZES 4' AND OVER WELDED STEEL BRACKETAND PIPE STRAP. ADJUSTABLE STEELYOKE PIPE ROLL OR ROULERCHAIR FOR HOT PIPE SIZES S AND OVER E. VERTICAL SUPPORT: STEEL RISER CLAMP. F. FLOOR SUPPORT, HOT PIPE SIZES TO 4' AND ALL GOLD PIPE SIZES: CARBON STEEL, ADJUSTABLE PIPE SADDLE, LOCKNUT NIPPLE, FLOOR FLANGE, CONCRETE PIER OR STEEL SUPPORT SIZED FOR PIPE ELEVATION. G. FOR PIPE SIZES I-12'AND SMALLER, PROTECT INSULATED HORIZONTAL PIPE AT POINT OF SUPPORT BY 180 DEGREE, IT LONG SHEET METAL SHIELD. NO HANGER SHALL PENETRATE OR CRUSH INSULATING MATERIAL. H. FOR PIPE SIZES 2'AND LARGER PROTECT INSULATED HORIZONTAL PIPE AT POINT OF SUPPORT BY 180 DEGREE, IT LONG GALVANIZED SHEET METAL SHIELD SURROUNDING 180 DEGREE INSERT OF HIGH DENSITY CALCIUM SILICATE INSULATION OF SAME THICKNESS AS ADJOINING PIPE INSULATION. ON COLD PIPING, EXTEND INSULATION INSERT V BEYOND SHEET METAL SHIELD AT EACH END. OVERSIZE HANGERS TOACCOMMODATE SHIELDED INSERTS. NO HANGER SHALL PENETRATE OR CRUSH INSULATING MATERIAL. AT CONTRACTORS OPTION, PRE -MANUFACTURED THERMAL HANGERSHIELDS WITH INTEGRAL VAPOR BARRIER EQUIVALENTTO VALUE ENGINEERED PRODUCTS PRO -SHIELD OR PRO -SHIELD NIT, MAY BE UTILIZED. FOR EXTERIOR INSTALLATIONS USE WEATHER SHIELD WITH ALUMINUM JACKET. I. PROVIDE COPPER PLATED HANGERS AND SUPPORTS FOR COPPER PIPING WHERE PIPING AND HANGER ARE IN DIRECT CONTACT WITH ONE ANOTHER PIPE HANGER RODS A. THREADED STEEL A. SUPPORT HORIZONTAL PIPING AS FOLLOWS: NOMINAL MAXIMUM HANGER SPACING HANGER ROD STEEL COPPER SCHEDULE 40 WC PIPE SIZE DIAMETER 1-12'AND 0-01 0-0' 4'-0' 3/B' SMALLER 1' 1.17 AND LARGER 1.5m DOMESTIC HOT WATER RECIRCULATION 2'T04' 1O-0' 1O4' 4'-0' SIB' S TO B• 1O4' 1O4' 4'-0' 12' A. INSTALL HANGERS TO PROVIDE MINIMUM 12' CLEAR SPACE BETWEEN FINISHED COVERING AND ADJACENT WORK, EXCEPT WHERE UL LISTING FOR FIRE RATED CEILING REQUIRES 4' MINIMUM SEPARATION. B. SUPPORT HORIZONTAL CAST IRON HUB AND SPIGOT PIPE WITHIN I1-0" OF EACH HUB AND WITH 5'-0' MAKIMUM SPACING BETWEEN HANGERS, EXCEPT THAT PIPE EXCEEDING 5'-0' IN LENGTH SHALL BE SUPPORTED AT INTERVALS NO GREATER THAN 10'-0'. SUPPORT HORIZONTAL NO -HUB CAST IRON PIPE RUNS AT EACH FITTING AND AT EACH LENGTH OF PIPE LESS THAN 4'-0' WITH AT LEAST ONE HANGER SUPPORT HORIZONTAL NO -HUB PIPES LONGER THAN 4'-0' ON BOTH SIDES OF EACH JOINT. C. PLACE HANGER WITHIN I'S' OF EACH ELBOW OR TEE. D. SUPPORTVERTICAL PIPING AT EVERY FLOOR. SUPPORTVERTICAL SOIL PIPE AT EACH FLOORAT HUB. SUPPORT NO -HUB PIPE SO WEIGHT IS CARRIED FROM PIPE TO SUPPORT AND NOT FROM JOINT TO SUPPORT. SUPPORT 2' AND SMALLER PIPES MIDWAY BETWEEN FLOORS WITH RESTRAINTS ADEQUATE TO PREVENT PERPENDICULAR AXIAL MOVEMENT. E. SUPPORT EACH BRANCH PIPE TO EQUIPMENT AT TAKE -OFF AND WITHIN 12m OF TERMINATION. F. PRDWDE GALVANIZED STEEL INSULATION PROTECTION SADDLES AT ALL SUPPORT POINTS FOR INSULATED PIPES ON TRAPEZE HANGERS. G. ANCHOR ALL SUPPORTING LUGS OR GUIDES TO BUILDING STRUCTURE. H. ANCHOR AND SUPPORT WATER CONNECTIONS TO PLUMBING FDOURES IN PIPE CHASES OR WALLS, TO FUTTURE CARRIERS OR WASTE AND VENT PIPING. SUPPORTS SHILL BE SIMILAR TO ADJUSTOSPACER SYSTEM AS MANUFACTURED BYTHOMAS INDUSTRIES. PLACE ADJUSTOSPACERS EVERY id -0' ON VERTICAL PIPE AND EVERY 5'-0" ON HORIZONTAL PIPE. INSULATE PIPE AREA IN CONTACT WITH AOIUSTOSPACERS WITH DUCTTAPE, FELT LINER OR PLASTIC LINER MATERIAL. FLASHING AND SAFING A. WHERE EXPOSED PIPING PASSES THROUGH WALLS, FLOORS, ROOFS, PROVIDE CHROME PLATED OR STAINLESS STEEL ESCUTCHEON FOR PIPING. B. FLASH AND COUNTERFLASH WHERE MECHANICAL EQUIPMENT PASSES THROUGH WEATHER -OR WATER-PROOFEDWAELS, FLOORS, ROOFS. C. PROVIDE PRE -MANUFACTURED PIPE BOOT FORVENTAND/OR WASTE STACKS PASSING THROUGH ROOF. SECURE BOOTTO PIPE WITH STAINLESS STEEL BAND CLAMP OR OTHER CLAMPING DEVICE AS APPROVED BY ROOFING MANUFACTURER, RE: ARCHITECT. SLEEVES A. PROVIDE PIPE SLEEVES TO APPLICABLE TRADES WITH PRECISE ROUGH -IN LOCATIONS FOR PIPES PASSING THROUGH CONCRETE OR MASONRY CONSTRUCTION. UNLESS OTHERWISE INDICATED, SLEEVES SHALL BE OF SIZE TO PROVIDE FROM 1H' TO 1' CLEARANCE BETWEEN BARE PIPE AND SLEEVE. WHERE PIPE PASSES THROUGH CONCRETE FLOOR EXTEND SLEEVE MINIMUM VABOVE FINISHED FLOOR B. SLEEVES IN BEARING WALLS, WATERPROOF MEMBRANE FLOORS, WE F AREAS SHALL BE STEEL PIPE OR CAST IRON PIPE. SLEEVES IN NON-BEARING WALLS, FLOORS, CEILINGS SHALL BE STEEL PIPE ORCAST IRON PIPE. C. WHERE UNINSULATED PIPES PENETRATE BEARING WALLS (EXCLUDING FOUNDATIONS), FIRE RATED WALLS, PARTITIONS, FLOORS, PACK AND SEAL ENTIRE SPACE BETWEEN PIPE AND SLEEVE WITH DOW CORNING 35548 SILICONE RTV FOAM, OR 1' MINIMUM THICKNESS OF 3M FIRE BARRIER CP -25 CAULK OR 303 PUTTY ON EACH SIDE OF OPENING. D. ENCASE ALL INSULATED PIPES PENETRATING FIRE WALLS AND FLOORS IN 360 DEGREE METALSHIELDED INSULATION INSERTS AS MANUFACTURED BYVALUE ENGINEERED PRODUCTS. PACKAND SEAL SPACE BETWEEN SHIELD AND SLEEVE PER PRECEDING PARAGRAPH. EXTEND INSULATION INSERT ON ALL DOMESTIC WATER LINES In BEYOND SHEET METAL SHIELD. E. PIPE TO SLEEVE CLOSURE FOR PIPES PENETRATING FOUNDATIONS, WATERPROOFING MEMBRANE FLOORS, WE F AREAS SHALL BE'UNKSEAL.' METERS AND GAUGES SUBMITTALS A FURNISH MANUFACTURER'S SUBMITTAL DATA FOR THERMOMETERS, PRESSURE GAUGES, FLOW MEASURING DEVICES, TEST PLUGS. PORTABLE INSERTION TYPE THERMOMETERS A 5' STEMS, ACCURATE WITHIN I%OVER DIAL RANGE, HERMETICALLY SEALED. B. MERCURY FREE THERMOMETER: S' ALUMINUM CASE, NON-TOXIC HEAT TRANSFER MEDIUM -FILLED TUBE, SEPARABLE SOCKET CONNECTION, EXTENSION NECKTO CLEAR INSULATION, SWIVEL ANGLE STEM, FULLY ADJUSTABLE, ACCURATE WITHIN 1% OVER DIAL RANGE. PORTABLE INSERTION TYPE PRESSURE GAUGES C. 4-12' DIAL, PHOSPHOR -BRONZE BOURDON TUBE, STAINLESS STEEL MOVEMENT, ACCURATE WITHIN 12% OVER SCALE RANGE. CONSTANT READ PRESSURE GAUGES A 4Al2' OR VDIAL, STANDARD BLACKCASE, BRASS PRESSURE SNUBBERAND NEEDLE VALVE. ACCURATE WITHIN 1% OVER MIDDLE HALF OF SCALE RANGE, 2% OVER REMAINDER. ROW MEASURING DEVICE A ORIFICE ORVENTURI TYPE, FACTORY ASSEMBLED WITH 300 PSIG RATED BALLVALVE OR 125 PSIG RATED AND CAPS WITH PORT EXTENSIONS. CHAINED METAL TAG INDICATING LOCATION, GPM, AND METER READING. INSTALLATION A MOUNT THERMOMETERS TO BE EASILY READ FROM FLOOR B. INSTALL FLOW MEASURING DEVICES PER MANUFACTURERS RECOMMENDATIONS. C. FURNISH METERING STATION WITH PERMANENT METAL TAG MARKED WITH STATION DESIGNATION, GPM, METER READING FOR GPM. MECHANICAL IDENTIFICATION PIPE IDENTIFICATION A IDENTIFY EACH PIPING SYSTEM AND INDICATE DIRECTION OF RCWWRH BAND -SECURED OR SNAP-ON PRINTED LABELS IN MECHANICAL ROOM AND OTHER EXPOSED AREAS AND PRESSURE SENSITIVE, SELF-MHESNE LABELS IN CONCEALED AREAS. APPLY MARKINGS AFTER PAINTING AND CLEANING OF PIPING AND INSULATION IS COMPLETED. B. APPLY LEGEND AND FLOW ARROWS AT VALVE LOCATIONS, AT POINTS WHERE PIPING ENTERS OR LEAVES VALVE OR METER BOX, AT NOT LESS THAN EVERY W-0- OF RUN OR AT LEAST ONCE IN EVERY EXPOSED LOCATION. LOCATE MARKINGS FOR MAXIMUM VISIBILITY. C. WORDINGKOLOR COMBINATIONS SHALL MEET ANSI SPECIFICATIONS UNLESS COLORS ARE SPECIFIED OTHERWISE. 0. SIZES OF LETTERING AND FLOW ARROWS SHALL BE AS FOLLOWS: OUTSIDE DIAMETER OF PIPE OR COVERING (INCLUSIVE) SIZE OF LETTER MINIMUM LENGTH OF FLOW ARROW 5180 TO 2' VY 2-12' 2-1/YANDLARGER 1' 4' MECHANICAL INSULATION GENERAL A ADHESIVES AND INSULATION MATERIALS: COMPOSITE FIRE AND SMOKE HAZARD RATINGS MAXIMUM 25 FOR FLAME SPREADAND 53 FOR SMOKE DEVELOPED. ADHESIVES SHALL BE WATERPROOF. PIPE INSULATION A HEAVY DENSITY ONE-PIECE FIBERGLASS, FACTORYAPPLIED VAPOR BARRIER JACKET, DOUBLE SURFACE ADHESIVE SELF-SEALING LAP, 'K7 FACTOR 0.23 AT 75 F MEAN TEMPERATURE. INSULATION EXPOSED TO WEATHER: PROTECT INSULATION WITH WEATHERPROOF METAL JACKET. JACKET SHALL BE FACTORY WITH 12' WIDE STAINLESS STEEL BANDS. INSULATE FITTINGS WITH MITERED SECTIONS OF SAME MATERIAL. SEAL JOINTS WITH SEALING COMPOUND AND PREFORMED ALUMINUM BANDS. INSTALLATION A INSULATION SHALL BE CONTINUOUS THROUGH INSIDE WALLS. PACKAROUND PIPES WITH FIREPROOF SELF-SUPPORTING INSULATION MATERIAL, FULLY SEALED. B. FINISH INSULATION NEATLY AT HANGERS,SUPPORTS, OTHER PROTRUSIONS, AND WHERE THE INSULATION BREAKS FOR SERVICE OR ACCESS REQUIREMENTS. C. DO NOT COVER PIPING UNTIL TESTED. D. REMOVE AND REAPPLY INSULATION IF, IN OPINION OF ARCHITECT, IT HAS NOT BEEN INSTALLED IN FIRST E. REPAIR SEPARATION OF JOINTS OR CRACKING OF INSULATION DUE TO THERMAL MOVEMENT OR POOR WORKMANSHIP. INSTALLATION OF PIPE INSULATION A SEAL LONGITUDINAL LAPS WITH VAPOR BARRIERADHESIVE OR WITH FACTORYAPPLIED DOUBLE SURFACE PRESSURE SENSITIVE ADHESIVE SYSTEM. SEAL END JOINTS WITH 3' WIDE BUTT STRIPS SECURED WITH VAPOR BARRIERADHESIVE. SEALALL SEAMS ON COLD WATER PIPING WITH BENJAMIN FOSTER 3635 SEAL FAST MASTIC. INSTALLATION OF INSULATION ON FITTINGS AND VALVES A INSULATE FITTINGS AND VALVES WITH FIRMLYCOMPRESSED FOIL -FACED FIBERGLASS BIANKETAND 25150 UL RATED PVC FIRING COVERS (ZESTON OR EQUAL). B. WHERE INSTALLATION OF PVC FIT TING COVERS IS PROHIBITED BY LOCAL AUTHORITIES, INSULATE FIBERGLASS BLANKET. SECURE IN PLACE WITH 2O GAUGE CORROSION RESISTANTWIRE ANDAPPLY SMOOTHING COAT OF INSULATING CEMENT. FINISH WITH LAYER OF GLASS CLOTH EMBEDDED BETWEEN TWO COATS OF VAPOR BARRIER MASTIC. LAP GLASS FABRIC 2' ONTO ADJACENT INSULATION. C. INSULATION ON FITTINGS AND VALVES SHALL BE SAME THICKNESS AS ON PIPE. INSULATION SCHEDULE: SERVICE PIPESIZE THICKNESS ABBREVIATIONS SMALLER THAN I-12 NOT REQUIRED DOMESTIC GOLDWATER ABOVE FINISHED FLOM ME FINISHEDFLOMELEVATIN 1-12'AND LARGER NOT REQUIRED DOMESTIC HOTWATER, SMALLER THAN I-112' 1' 1.17 AND LARGER 1.5m DOMESTIC HOT WATER RECIRCULATION ROOF DRAIN, OVERFLOW DRAIN PIPING ACCEBS PANEL OC (VERTICAL LEADER FROM DRAIN BOWLS, ALL 12' AND ALL HORIZONTAL) BACKFLOW PHEVENMR IE ROOF DRAIN, OVERFLOW DRAIN BOWL ALL 1' TESTING AND BALANCING STATUS OF SYSTEMS A DO NOT BEGIN TESTING AND BALANCING WORK UNTIL SYSTEM HAS BEEN COMPLETED AND IS IN FULL WORKING ORDER. B. PUT SYSTEMS AND EQUIPMENT INTO FULL OPERATION AND CONTINUE OPERATION OF SAME DURING EACH WORKING DAY OF TESTING AND BALANCING. ASCERTAIN PRELIMINARY TAB REQUIREMENTS PRIOR TO COMMENCEMENT OF WORKTHROUGH REVIEW OF AVAILABLE DRAWINGSAND SPECIFICATIONS. MAKE VISUAL OBSERVATIONS ATSITE DURING CONSTRUCTION TO DETERMINE LOCATION AND SUITABILITY OF REWIRED BALANCING DEVICES. REQUIREMENTS OF WORK A DOMESTIC CIRCULATING HOT WATER e. ADJUST MANUAL BALANCING VALVES IN SYSTEM SO ALL HOT WATER OUTLETS RECENEADEQUATE SUPPLY OF HOT WATER. b. WHEN BALANCING IS DONE, MWKVALVES IN BALANCED POSITION, SET LOOKING RINGS. GENERAL PIPE TESTING A TEST ALL PIPING SYSTEMS. CORRECT LEAKS BY REMAKING JOINTS. REMOVE EQUIPMENT NOT ABLE TO WITHSTAND TEST PRESSURE FROM SYSTEM DURING TEST. CONSULT GOVERNING CODES FOR SPECIAL SYSTEM REQUIREMENTS. B. TEST PIPING BEFORE BEING PERMANENTLY ENCLOSED. C. OBTAIN CERTIFICATES OF APPROVAL, ACCEPTANCE, COMPLIANCE WITH REGULATIONS OF AGENCIES HAVINGJURISDICTION. SUBMRTOOWNER CHLORINATION OF DOMESTIC WATER LINE A STERILIZE DOMESTICWATERSYSTEM AFTER PRESSURE TESTS HAVE BEEN COMPLETED. FLUSHENTIRE SYSTEM, INTRODUCE CHLORINE OR HYPOCHLORITE TO NOT LESS THAN 50 PPM RESIDUAL CHLORINE. LET STAND FOR 24 HOURS MINIMUM. B. RUSH SYSTEM WITH CLEAN WATER UNTIL CHLORINE CONTENT IS REDUCED TO I PPM AT POINT FURTHEST FROM WHERE CHLORINE WAS INTRODUCED. SYSTEM TESTS A HYDROSTATIC TEST -WATER PIPING (NEW PIPING ONLYk HAND PUMP SYSTEM TO GREATEROF 100 PSIG OR 150% OF OPERATING PRESSURE. MAINTAIN PRESSURE UNTIL SYSTEM HAS BEEN INSPECTED FOR LEAKS BUT NOT LESS THAN FOUR HOURS. B. COMPRESSED AIR OR NITROGEN TEST FOR NATURAL GAS PIPING: SUBJECT PIPING SYSTEM TO REQUIRED GAS PRESSURE WITH OIL FREE AIR OR NITROGEN. SYSTEM SHALL MAINTAIN PRESSURE FOR DURATION OF SOMI' WATER TEST OF EACH JOINT. TEST PRESSURE OF 100 PSIG FOR 4 HOURS OR TEST PRESSURE OF 60 PSIG OR ABOVE FOR 24 HOURS SHOWING NO PRESSURE DROP EXCEPT THAT CAUSED BY TEMPERATURE CHANGES. DO NOT USE FLAME OROTHER LIQUID FORTESTING. DO NOT REPAIR DEFECTS IN GAS PIPING OR FFTINGS; REMOVE AND REPLACE WITH SOUND MATERIAL. C. WASTE, DRAIN, VENT PIPING: FILL SYSTEM WITH WATER TO POINT OF OVERFLOW BUT NOT LESS THAN W-0' HEAD. MAINTAIN WATER LEVEL FOR HOURS. PLUMBING LEGEND TPLICABLE CODE STANDARDS DATE 10151NTERNATI0YAL BUIUXNG FADE ABBREVIATIONS 10151NTE14NATNXUL FIRE WIDE 81151NTERNATIONALPLUMBNGCODE A151NIEANATONALFUMMOWE AFF ABOVE FINISHED FLOM ME FINISHEDFLOMELEVATIN NIC NOT IN CONTRACT ARO ABOVE FINISHED GRADE FPC FIRE P110T. 00NCAACTO11 NO NOPMALLYMEN AP ACCEBS PANEL OC GENERALGJONIRACTON NTS NOTT)SON-E BFP BACKFLOW PHEVENMR IE INVERT ELEVATION SCO SURFACECLEANWT ONZ DOMXPOUTNOZZLE LOO LINE CLEAN WT TYP TYPICAL (E) EXISTING MC MECHANICAL CONTR4CTdt WR VENT THROUGH ROOF EC ELECTRIC4LOMT OR MH MANHOLE WOO WALLCLEANOUT EL ELEVATON (N) NEW N co L FW FLOORCLEANOUT NC NORMALLYCLOSED TPLICABLE CODE STANDARDS DATE 10151NTERNATI0YAL BUIUXNG FADE M151NTERNATIONALMECHAMMDODE M151NTEANATOWENERGYMNSERVATMOME 10151NTE14NATNXUL FIRE WIDE 81151NTERNATIONALPLUMBNGCODE A151NIEANATONALFUMMOWE cLo M17NATONUBECTRccWE DESIGN EDGE m•chHmc um In dor da l9n 482 S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303)280-7277 711 N CASCADE AVE COLORADO SPRINGS, CO WINDS TELEPHONE: (719) 667-1972 ®Cp Off=A D QNEm1EP.F NLRICaI18 RCSERVED. NiYC NGMGINER REFRCCUCIION OF TNESE DMM WYm THEPRmi MTTFRAURnR mmofomlma EDGEP.G.RYBTNlF95VN MMCF Dw *a U ANDWURESUREDTWU A m. i /®� ■ � •=F= ENGINEERING INC. dIE CENTRIC CCIN LTMVC r, 1I C 36751 a 9S, 4-14-20 �4�e s ,FSS/ONAL FHGI 111 viii AF MEP PROJECT NO. 19536 DATE 4/14/20 U MAB CHECKED cLo _ r a O ma ca L +r O 0 5cu (fin _I Im G) _cn C coY (IO� N co L (/ MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY MAB CHECKED RRR SHEET TITLE PLUMBING SPECIFICATIONS AND LEGEND SHEET P-001 R� m W HEAVY DUTY GASTIGHT CAST IRON MANHOLE COVER &RING, NON-RDCKING DESIGN; NEENAH ALL CONSTRUCTION SHALL CONFORM R-1706 OR EQUAL, TOP SHALL BE FLUSH WITH TO AASHTO H-20 BRIDGE LOADING FINISHED GRADE. TYPICAL OF 2. FINISHED GRADE PRECAST REINFORCED CONCRETE SOO IIYP) MANHOLE RINGS. TYPICALOF2. c..d ,.. .. VERIFY INVERT ELEVATION, RE PLANS 3w VENTS ------ ---- 4' RE: PLW3 ------ 38'MIN. P. ou[ 40 WATER LEVEL t 17 — — — 4, BS 4' 2/3 1Q RE: PLANS 4' 6' 4- PRECAST REINFORCED CONCRETE BASIN IN IT 9, 12' ACCORDANCE WITH ASTM G78 95% COMPACTED SAND BEDDING MATERIAL GRAVITY GREASE INTERCEPTOR DIAGRAM NOTTOSCALE 221319.05 EXTEND VENT ABOVE SNOW LINE BOOT BY DIVISION 07, ONE PIPE PER BOOT INSULATION BY PIPE CLAMP ON ROOF DECK DIVISION 07 ARNAPOR BARRIER SEAL TO PIPE BY DIVISION 07 VENT THROUGH ROOF DIAGRAM NOT TO SCALE 220500.14 TO GAS FIRED EQUIPMENT MAX 5-0' TO EQUIPMENT S' DIRT LEG RE: PLANS FOR SIZES SHUT-OFFVALVE MAIN ON ROOF ROOF EQUIPMENT GAS PIPING DIAGRAM NOTTOSCALE 231123.07 HEAVY CAST IRON FINISHED GRADE & RING COVER 8 RING SEE SPECIFICATIONS //\ //\\\/\ \\�//,\/\\\/ //\\\\\\/j�\�/�\ G�/6\�j/ / // NNN On DEEP CONCRETE �\ \\/j� PAD, VBEYOND /// ////\� ALL SIDES OF \ OUT BODY. MULTIPLE CLEANWT3 INSTALLED SIDE BY\�\/\\\/ SIDE SHALL BE IN //•�//•\//•7/i.< l/�/i.\/i.Y/.< :\ . /.7//.�//.\//.\! SINGLE CONCRETE CAST IRON CLEANOUT FER- PAD RULE WIRAISED HEAD BRASS PLUG. LUBRICATE PLUG THREADS W/GREASE AFTER INSTALLATION. TOP OF CLEANOUT SHALL BE 2-12' COMBINATION Y& MAX BELOWTOP OF COVER. 115 BEND FITTING, TYP. FLOW FLOW 2 -WAY SURFACE CLEANOUT NOTTOSCALE 221319.09 PROVIDE STRAP TO SECURE PIPE TO STAND. INSTALL STRAP TO ALLOW PIPE TO EXPAND AND CONTRACT FREELY. GAS PIPING ON ROOF SEE PLANS END VIEW SIDE VIEW ADHERE STAND TO - ADHERESTANDTO = ROOF PER MFR - ROOFPERROOFMFR. - r ROOF ROOF PIPING ON ROOF SUPPORT DIAGRAM NOTTOSCALE 231123.03 DIDL3CUl:19:I1: BOOT BY DIVISION 07, ONE PIPE PER BOOT INSULATION BY PIPE CLAMP ON ROOF DECK DIVISION 07 AIRNAPOR BARRIER SEAL TO PIPE BY DIVISION 07 PIPE ROOF PENETRATION DIAGRAM NOT TO SCALE 220500.12 ADJUSTABLE TYPE CLEANOUT FINISHEDFLOOR WASTENENT PIPING 4/14/20 1-12' MAXIMUM TO MAB FINISHED WALL SURFACE Ii 1/8 BEND FITTING WALL PLATE, CHROME PLATED FLOW (SEE SPECS) (FCO) WALL OPENING SHALL BE 1' LARGERTRAN PLUG DIAMETER 221319.10 THREADED BRASS ROD OR MACHINE SCREW I I _I CLEANOUTTEEWRAPER l J THREADED BRASS PLUG WALL CLEANOUT (WCO) NOT TO SCALE 221319.07 EXTEND VENT ABOVE SNOW LINE BOOT BY DIVISION 07, ONE PIPE PER BOOT INSULATION BY PIPE CLAMP ON ROOF DECK DIVISION 07 ARNAPOR BARRIER SEAL TO PIPE BY DIVISION 07 VENT THROUGH ROOF DIAGRAM NOT TO SCALE 220500.14 TO GAS FIRED EQUIPMENT MAX 5-0' TO EQUIPMENT S' DIRT LEG RE: PLANS FOR SIZES SHUT-OFFVALVE MAIN ON ROOF ROOF EQUIPMENT GAS PIPING DIAGRAM NOTTOSCALE 231123.07 HEAVY CAST IRON FINISHED GRADE & RING COVER 8 RING SEE SPECIFICATIONS //\ //\\\/\ \\�//,\/\\\/ //\\\\\\/j�\�/�\ G�/6\�j/ / // NNN On DEEP CONCRETE �\ \\/j� PAD, VBEYOND /// ////\� ALL SIDES OF \ OUT BODY. MULTIPLE CLEANWT3 INSTALLED SIDE BY\�\/\\\/ SIDE SHALL BE IN //•�//•\//•7/i.< l/�/i.\/i.Y/.< :\ . /.7//.�//.\//.\! SINGLE CONCRETE CAST IRON CLEANOUT FER- PAD RULE WIRAISED HEAD BRASS PLUG. LUBRICATE PLUG THREADS W/GREASE AFTER INSTALLATION. TOP OF CLEANOUT SHALL BE 2-12' COMBINATION Y& MAX BELOWTOP OF COVER. 115 BEND FITTING, TYP. FLOW FLOW 2 -WAY SURFACE CLEANOUT NOTTOSCALE 221319.09 PROVIDE STRAP TO SECURE PIPE TO STAND. INSTALL STRAP TO ALLOW PIPE TO EXPAND AND CONTRACT FREELY. GAS PIPING ON ROOF SEE PLANS END VIEW SIDE VIEW ADHERE STAND TO - ADHERESTANDTO = ROOF PER MFR - ROOFPERROOFMFR. - r ROOF ROOF PIPING ON ROOF SUPPORT DIAGRAM NOTTOSCALE 231123.03 DIDL3CUl:19:I1: BOOT BY DIVISION 07, ONE PIPE PER BOOT INSULATION BY PIPE CLAMP ON ROOF DECK DIVISION 07 AIRNAPOR BARRIER SEAL TO PIPE BY DIVISION 07 PIPE ROOF PENETRATION DIAGRAM NOT TO SCALE 220500.12 ADJUSTABLE TYPE CLEANOUT FINISHEDFLOOR FLUSH WIFINISHED FLOOR 4/14/20 SEE SPECIFICATIONS. MAB COMBINATKINY& cLo 1/8 BEND FITTING ROW FLOW FLOOR CLEANOUT (FCO) NOTTO SCALE 221319.10 FLOOR - SUPPORT (TYP.) DISCHARGE PIPE SHALL BE SIZED FOR TWO PIPE DIAMETERS LARGER THAN THE DOMESTIC WATER SERVICE PIPING OFFSET AND DISCHARGE WITH NR GAP AT FLOOR SINK, SEE PLANS (TYP.) FINISHED GRADE SEE PLANS FOR REQUIRED PIPE SIZES, INSTALL ACCORDINGLY FLOOR SINK WITHTRAP GUARD ANDTRAPPRIMER ANCHOR N� TO FLOOR THRUST RESTRAINT DOMESTIC WATER ENTRY DIAGRAM NOTTOSCALE 221119.11 FOR FREEZE PROTECTION 1}I BY CIVIL CON7RACTORJ TO WATER MAIN Roo AND SUER PER NFPA (TYP) TO AUTOMATIC SPRINKLERS W/ BALL DRIP — GATE VALVE SUPERVISED, TYP. DOUBLECHECK BACKFLOW PREVENTER SHUT OFF VALVE,TYP. PROVIDE SUFFICIENT COVER FOR FREEZE PROTECTION IE: CIVIL THRUST RESTRAINT BY CIVIL FIRE ENTRY DIAGRAM (VERTICAL) NOT TO SCALE 21DDDO.02 DESIGN EDGE smhlWc um II rIGF cl slgG 482 S BROADWAY -SURE 100 DENVER, COLORADO 80209 TELEPHONE: (303)250-7277 711 N CASCADE AVE COLORADO SPRINGS, CO B09D3 TELEPHONE: (719) 667-1972 ®Wp Off=A GE&GN EMI P.F NLRICaI18 RCSERVED. NiYC NGMGIVER REFRmlcnox oTTNERE DMMW WRNGGT TNEPMMWRMMamnR MMGFDEGIM EDGEP.G.DIXBGIID AW MMDF Gs *E UWMDWURERUR Wleis n m. i /®� ■ � •=F= ENGINEERING INC. dIE CENTRIC CON LTMVC C 36751 95, 4-14-20 ie FSS/ONAL EHGT 111 MEP PROJECT NO. 19536 DATE 4/14/20 U MAB CHECKED cLo _ r Q wimmill CID a)ma O ca 0 co � o C LU G � as N _� Y ca (IO� N co L (/ MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY MAB CHECKED MAB �D=Nlht ia c m PLUMBING DIAGRAMS P-003 z 0 a W. 26TH AVENUE GENERAL NOTES 1. BASEMENT FINISHED FLOOR ELEVATION = 69.23'. 2. UPPER LEVEL FINISHED FLOOR ELEVATION = 80.03'. 3. SEE CIVIL PLANS FOR MORE INFORMATION. 4. COORDINATE PIPING INSTALLATION WITH CIVIL PLANS. SEE CIVIL OVERALL UTILITY PLAN, SHEET C13. PLUMBING CONTRACTOR SHALL DETERMINE EXTENT OF PLUMBING PIPING TO BE INSTALLED. 5. CONTRACTOR SHALL PROVIDE UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION. 6. CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER SERVICES IN ITS ENTIRETY DURING AND AFTER CONSTRUCTION. PLUMBING SITE PLAN SCALE: 1"=3(Y -(r 17'-0' ------------ I I 1{� I GREASE INTERCEPTOR DIMENSION DATA NOT TO SCALE 0 DRAWING NOTES 1. 5000 GALLON GREASE INTERCEPTOR GI -1. SEE DIAGRAM. 2. SEE CIVIL PLANS FOR SAN PIPING DESIGN AND ADDITIONAL INFORMATION. 3. SEE CIVIL PLANS FOR DOMESTIC WATER AND FIRE SERVICE PIPING TO MAINS AND METERS. 4. EXISTING GAS SERVICE AND METER FOR BUILDING A AND PORTION OF BUILDING B. CONTRACTOR SHALL COORDINATE GAS LOAD REQUIREMENTS WITH XCEL ENERGY PRIOR TO THE START OF CONSTRUCTION. SEE BUILDING A TOTAL CONNECTED GAS LOAD SCHEDULE. MODIFICATIONS TO THE GAS SERVICE AND METER SHALL BE PERFORMED BY XCEL ENERGY. MAINTAIN EXISTING GAS METER SETUP. XCEL ENERGY SHALL INSTALL A NEW GAS SERVICE IF REQUIRED, AND RECONNECT GAS METERS TO MAINTAIN EXISTING TENANT GAS SERVICE. EXISTING GAS SERVICE AND METER SETUP TO REMAIN ACTIVE. 5. NEW GAS SERVICE AND METER DEDICATED TO BUILDING B. SEE BUILDING B TOTAL CONNECTED GAS LOAD SCHEDULE. MODIFICATIONS TO THE GAS SERVICE AND METER SHALL BE PERFORMED BY XCEL ENERGY. EXISTING GAS SERVICE AND METER SETUP TO REMAIN ACTIVE. 6. EXISTING GAS SERVICE AND METER FOR BUILDING C. CONTRACTOR SHALL COORDINATE GAS LOAD REQUIREMENTS WITH XCEL ENERGY PRIOR TO THE START OF CONSTRUCTION. SEE BUILDING C TOTAL CONNECTED GAS LOAD SCHEDULE. MODIFICATIONS TO THE GAS SERVICE AND METER SHALL BE PERFORMED BY XCEL ENERGY. MAINTAIN EXISTING GAS METER SETUP. XCEL ENERGY SHALL INSTALL A NEW GAS SERVICE IF REQUIRED, AND RECONNECT GAS METERS TO MAINTAIN EXISTING TENANT GAS SERVICE. EXISTING GAS SERVICE AND METER SETUP TO REMAIN ACTIVE. 7. EXISTING GAS SERVICE AND METER FOR BUILDING D. CONTRACTOR SHALL COORDINATE GAS LOAD REQUIREMENTS WITH XCEL ENERGY PRIOR TO THE START OFCONSTRUCTION. SEE BUILDING D TOTAL CONNECTED GAS LOAD SCHEDULE. MODIFICATIONS TO THE GAS SERVICE AND METER SHALL BE PERFORMED BY XCEL ENERGY. MAINTAIN EXISTING GAS METER SETUP. XCEL ENERGY SHALL INSTALL A NEW GAS SERVICE IF REQUIRED, AND RECONNECT GAS METERS TO MAINTAIN EXISTING TENANT GAS SERVICE. EXISTING GAS SERVICE AND SETUP TO REMAIN ACTIVE. w (DESIGN EDGE architecture interior design 482 S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT20M. DESIGN EDGE, P.C. TLL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE, P.C. CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION. w- ENGINEERING INC. CLIENT C6VTRIC CONSULTING ///i ,,�o�p00 L/: S 36751 1, 4-14-20 �4 �'/ONM ���'f'i W 19536B DATE U DRAWN BY MAB CHECKED RRR ASI 8-12-2020 ASI 11-14-2020 RFI #65 01-28-2021 00 02-08-2021 RFI #68 O %moo � O 0 a) Ccu U G U \J J ) Q1 _N I.J. O Lr) Co N co (/ N MEP PROJECT NO. 19536B DATE 7/15/20 DRAWN BY MAB CHECKED RRR ASI 8-12-2020 ASI 11-14-2020 RFI #65 01-28-2021 RFI #70 02-08-2021 RFI #68 02-08-2021 h of w at �i SHEET TITLE PLUMBING SITE PLAN SHEET P-100 ca u i r� Z �Z Z a �a a �m cni m LOWER LEVEL PLUMBING PLAN - BUILDING C SCALE: 1/16"= 1' 0" GENERAL NOTES 1. COORDINATE ALL PLUMBING PIPING SYSTEMS WITH CIVIL PLANS, PRIOR TO THE START OF CONSTRUCTION. 2. CONTRACTOR SHALL PROVIDE UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION 3. CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER SERVICES IN ITS ENTIRETY DURING AND AFTER CONSTRUCTION. 4. CONTRACTOR SHALL FIELD VERIFY ACTUAL LOCATION, INVERT ELEVATION AND DIRECTION OF FLOW OF EXISTING BELOW SLAB ON GRADE WASTE PIPING PRIOR TO THE START OF CONSTRUCTION. 0 DRAWING NOTES 1. NEW 2" DOMESTIC COLD WATER SERVICE. SEE CIVIL FOR CONTINUATION. 2. REMOVE EXISTING DOMESTIC COLD WATER SERVICE PIPING, BACKFLOW PREVENTER AND ASSOCIATED PIPING AND EQUIPMENT. REMOVE EXISTING DOMESTIC COLD WATER PIPING THRU EXTERIOR WALL. 3. NEW 2" DOMESTIC COLD WATER SERVICE ENTRANCE. SEE DIAGRAM. INSTALL WATER ENTRY IN LOCATION AS EXISTING DOMESTIC WATER ENTRY. 4. CONNECT TO AND BACK FEED EXISTING DOMESTIC WATER SYSTEM. FIELD VERIFY. 5. EXISTING PLUMBING FIXTURES, SYSTEMS AND EQUIPMENT TO REMAIN, NO CHANGE. 6. SEE PLUMBING SITE PLAN FOR CONTINUATION AND MORE INFORMATION. 7. CONNECT TO EXISTING WASTE RISER IN THIS AREA. FIELD VERIFY. 8. VERIFY EXISTING STRUCTURAL FOOTINGS PRIOR TO THE START OF CONSTRUCTION. 9. ROUTE 3" VENT UP THRU UPPER FLOOR AND PROVIDE 3"VTR. ROUTE VENT UP NEAR EXISTING WALL, COLUMNS FOR FUTURE FURRING. FIELD VERIFY. COORDINATE LOCATION WITH LANDLORD WORK FOR TENANT SPACE ABOVE. 10. CONTRACTOR SHALL LOCATE EXISTING WASTE PIPING. EXTEND PIPING TO NEW WASTE PIPING. FIELD V E FY. 11. EXTEND EXISTING 4" SANITARY WASTE AND CONNECT TO NEW SANITARY MAIN IN ALLEYWAY. SEE PLUMBING SITE AND CIVIL PLANS. (DESIGN EDGE architecture interior design 482 S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT20M. DESIGN EDGE, P.C. TLL RIGHTS RESERVED. ANY COPYING OR OTHER REPRODUCTION OF THESE DRAWINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE, P.C. CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION. ENGINEERING INC. CLIENT G6VTRIG CONSULTING L cf' J � 36751 1, . �4-14-2041 9` ZONAL E�� / / 1♦ �i / / h of w at �i SHEET TITLE LOWER LEVEL PLUMBING R PLAN B iG D SHEET I a 4iould W.61IN 0��� U C� L' 00 o m 0 0 Cu aa) o C / U G to vm) (1)C!) -v Lr) Co COn (/ N N MEP PROJECT NO. 19536B DATE 7/15/20 DRAWN BY MAB CHECKED RRR ASI 8-12-2020 ASI 11-14-2020 RFI #65 01-28-2021 RFI #70 02-08-2021 RFI #68 02-08-2021 h of w at �i SHEET TITLE LOWER LEVEL PLUMBING R PLAN B iG D SHEET I a 4iould W.61IN 0��� LOWER LEVEL PLUMBING PLAN - BUILDING D SCALE: LB"=1'-0' I LL 482 S BROADWAY -SUITE 100 DATE DENVER, COLORADO 80209 BUILDING SYSTEMS. 1 GENERAL NOTES 2 DESIGN EDGE smhUac um II rIGF tlmmlgG <C> DRAWING NOTES01100' 1. NEWT DOMESTIC COLDWATERSERVICE SEE CIVIL FOR CONTINUATION. 2. NEW 8' FIRE SERVICE. SEE CML FOR CONTINUATION. 3. MAINTAINS.01 BETWEEN DOMESTIC GOLD WATER AND FIRE SERVICE. 4. REMOVE EXISTING DOMESTIC COLD WATER SERVICE PIPING, BACKFLOW PREVENTER AND ASSOCIATED PIPING AND EW IPMENT. REMOVE EXISTING DOMESTIC COLD WATER PIPING THRU EXTERIOR WALL. 5. NEW T DOMESTIC COLD WATERSERVICE ENTRANCE. SEE DIAGRAM. INSTALLWATER ENTRY IN LOCATION AS EXISTING DOMESTIC WATER ENTRY. 6. EXISTING PLUMBING FIXTURES, SYSTEMS AND EQUIPMENT TO REMAIN, NO CHANGE. 7. SEE PLUMBING SITE PLAN FOR CONTINUATION AND MORE INFORMATION. CONNECT TO EXISTING 482 S BROADWAY -SUITE 100 DATE DENVER, COLORADO 80209 BUILDING SYSTEMS. TELEPHONE: (303)280-7277 GENERAL NOTES VERIFY EXISTING STRUCTURAL FOOTINGS PRIOR TO THE START OF CONSTRUCTION. 711 N CASCADE AVE 1. COORDINATE ALL PLUMBING PIPING SYSTEMS WITH CML PLANS, PRIOR TO THE START OF COLORADO SPRINGS, CO BOGG3 CONSTRUCTION. TELEPHONE: (719) 667-1972 2. CONTRACTOR SHALL PROVIDE UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION. ®GGT Off=A o QN EMD P.G VERIFY. NLRICaI18 RCSERVED. NiYC NGMGIVER 3. CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER SERVICES IN ITS ENTIRETY DURING AND REFRawcnox oETMERE DRAMW vm AFTER CONSTRUCTION. mEPmm m�mmmoEmma COLUMNS FOR FUTURE FURRING. FIELD VERIFY. EDGEP.G.CmBDRR AVN MMGF CCP 0I IAWMDWURERURrorlOIRYL 4. CONTRACTOR SHALL FIELD VERIFY ACTUAL LOCATION, INVERT ELEVATION AND DIRECTION OF FLOW OF n m. <C> DRAWING NOTES01100' 1. NEWT DOMESTIC COLDWATERSERVICE SEE CIVIL FOR CONTINUATION. 2. NEW 8' FIRE SERVICE. SEE CML FOR CONTINUATION. 3. MAINTAINS.01 BETWEEN DOMESTIC GOLD WATER AND FIRE SERVICE. 4. REMOVE EXISTING DOMESTIC COLD WATER SERVICE PIPING, BACKFLOW PREVENTER AND ASSOCIATED PIPING AND EW IPMENT. REMOVE EXISTING DOMESTIC COLD WATER PIPING THRU EXTERIOR WALL. 5. NEW T DOMESTIC COLD WATERSERVICE ENTRANCE. SEE DIAGRAM. INSTALLWATER ENTRY IN LOCATION AS EXISTING DOMESTIC WATER ENTRY. 6. EXISTING PLUMBING FIXTURES, SYSTEMS AND EQUIPMENT TO REMAIN, NO CHANGE. 7. SEE PLUMBING SITE PLAN FOR CONTINUATION AND MORE INFORMATION. CONNECT TO EXISTING 11 oQaoO L7c t 1 4' \ mr 36751 9i \ 9S, 4-14-20 ri e 1 �,r �•r •� FSS/OVAL FNG\� 111 DATE 4/14/20 BUILDING SYSTEMS. MAB 8. VERIFY EXISTING STRUCTURAL FOOTINGS PRIOR TO THE START OF CONSTRUCTION. 9. CONNECT NEW 4'WASTE TO EXISTING 4' WASTE. FIELD VERIFY. 10. CONTRACTOR SHALL LOCATE EXISTING WASTE PIPING. EXTEND PIPING TO NEW WASTE PIPING. FIELD VERIFY. 11. ROUTE 2' VENT UP THRU UPPER FLOOR AND PROVIDE 3"VTR ROUTE VENT UP NEAR EXISTING WALL, COLUMNS FOR FUTURE FURRING. FIELD VERIFY. U (u LID Q C) 0 ca `0 (u a°Di 0 C �U G � rn0 � a � Y ca IN L IO� N MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY MAB CHECKED RRR SHEET TITLE LOWER LEVEL PLUMBING PLAN - BUILDING D SHEET P-11 OD R� m BUILDING A BUILDING B GENEML NOTES A DOWNSPOUTS FOR STORM WATER BUILDING C NOTE: ALL ROOFTOP GAS LINE WORK SHALL BE PREFORMED UNDER TENANT DOCUMENTS. HVAC EQUIPMENT SHALL BE PER TENANT IMPROVEMENT DRAWINGS N ROOF LEVEL PLUMBING PLAN SCALE: 1118'=1-0' 0 DRAWING NOTES 1. EA"NG ROOFTOP UNIT. SEE MECHANICAL PLANS. 2. EMSONG EVAPORATIVE COOLING UNR. SEE MECHANICAL PLANS. T8 BREW REEF, BABIETS TI IE MAIN ANSI W. RENEW ENIFFINS BRAINABE MRITEM BABIET' IRH REEF.FIRPYBUFF BUILDING D DESIGN EDGE mfchlWc um In dor da l9n 482 S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303)280-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 0Offm D QN EMF-P.F NLRICaI18 RCSERVED. Rife NGMMER REFRawcnox OF 1N uMMW vm fNEPmmem�mmofomlma EDGEP.G.GmBTNlF9.VN MMCF CCP 0I IAWMDWURERURKTlOIRYL R m. r, C 36751 9S, 4-14-20 •4�e s FSS/ONAL EHG7 111 W DATE 4/14/20 U MAB CHECKED (ILo Q C) No ca O 0 Ccu G � as N teaN_/ Y ca Lo �IO� Lo N L MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY MAB CHECKED RRR SHEET TITLE LEVEL PLUMBING PLAN SHEET P-111 Isc CALCULATION - 3 PHASE Isc= se,400 f= 11]32 f= 1 73 f= 1115 M = iDiT) M 0913 Iso= _c Isc(prev)xM Fs = 28,088 f= 11]32 f= 1 73 f= 3809 M= 1/(1TO M 0 214 Isc= Isc(prev)xM sc= s,om CIA LOAD (V OLT AM PS) I BRAS E RENAME EXISTING UNMARKED PANEL, PROVIDE TABLE ON PANEL INDICATING IT PANEL 300 KVA TRANSFORMER BANK 120/208V, 3PH, 4W X length X Isc(prCA] / IImns Xwire factor Xvoltage] X 50 X 59400 / 1 X 22,185 X 208 X length X Isc(prCA] / IImns Xwire factor Xvoltage] X 140 X 28988 / 1 X 8 924 X 208 400/3 DISCONNECT -SERVICE LOAD CALC PANEL (EXISTING) FLUSH SURFACE X H MAIN BUS 15012 150A 10 VOLTAGE MLO FEED THRU 120 1 240 V 1 0 3 AIC 10,000A W TYPE DESCRIPTION BKR CIA LOAD (V OLT AM PS) I BRAS E 7395 CIA BKR DESCRIPTION TYPE AC BC M (EXISTING)ALLB0 1532 1 4180 1040 LOA x125 = 2 100 (EXISTING) 10001 PANEL LRG M SITE/PANEL 10091 - 2 3 TOTALPANELLOAD = 1139 4180 8210 4 2- LRG L W.SITE LIGHTING 2W1 5a 400 250 C7 0 Ba 2011 S.SITE LIGHTING L L N.SITE LIGHTING 2W1 5b 500 250 PC 2011 S.SITE LIGHTING L G IRRIGATION CONTROL 2W1 1a BE BE 500 250 Ba 2011 MONUMENT SIGN L L BLDG. MNTD. LTG 2W1 1b 000 250 Bb 2011 MONUMENT SIGN L LOADTYPE 12soo CONNECTED WA 12oao TOTAL FACTOR DEMAND WA TOTAL AO e0 ALLPHASES AO e0 ALLPHASES LIGHTING 1 1.4 31 125% 21 18 30 RECEPTACLE(10KVA OR LESS) 23 25 40 100% 23 25 40 RECEPTACLE (OVER 10KVA 00 0.0 00 50% 0.0 00 00 HVAGMOTOR 42 4.2 83 100% 4.2 42 83 MOTOR(IARGEST) 00 0.0 00 125% 0.0 00 00 KITCHEN EQUIPMENT 00 0.0 00 65% 0.0 00 00 MISCELLANEOUS 44 4.0 84 100% 4.4 40 84 TOTAL WA 126 120 246 TOTAL WA TOTAL AMPS 130 124 254 1 1085 1 1032 1 1085 LEGEND L- LIGHTING R- RECEPTACLE M=HVACIMOTOR K- KITCHEN G=MISCELLANEOUS RENAME EXISTING UNMARKED PANEL, PROVIDE TABLE ON PANEL INDICATING IT PANEL 300 KVA TRANSFORMER BANK 120/208V, 3PH, 4W X length X Isc(prCA] / IImns Xwire factor Xvoltage] X 50 X 59400 / 1 X 22,185 X 208 X length X Isc(prCA] / IImns Xwire factor Xvoltage] X 140 X 28988 / 1 X 8 924 X 208 400/3 DISCONNECT -SERVICE LOAD CALC V� EXISTING HOUSE-SITEUGHTING = 10 OVA PANEL 10041 = 393 OVA PANEL 10051 = 7815 OVA PANEL 10061 = 1032 OVA PANEL 10060 = 7395 OVA PANEL 10011 = 1088 OVA PANEL 'IT/PANEL 10091 = 21 8 OVA PANEL 10080 - 1532 OVA Existing Total = 8152 LOA x125 = 1094 LOA NEW LOAD ) � DISCONNECT SITE/PANEL 10091 - 36 LOA TOTALPANELLOAD = 1139 LOA _W 70 313 AMPS 2015 INTERNATIONAL BUILDING CODE (10041) (10051) (10061) (10011) (10091) PANEL PANEL PANEL PANEL PANEL ISCa1 1 OD2 MCR o R0OFT T 7 I I I (DEMO)) MAIN LEVEL LOWER LEVEL (DEMO) j V� EXISTING U TIMECLOCK LTJ GCT CHECKED (10080) (10080) (4500 KCMILCUD 3"C. (DEMO) _—i g(4 500 CONDUITUSEDAS GROUND) 3"C. 30/2 / PANEL (DEMO); PJ 0 0 I M I 3oA I 60/2 -R CU _FRN T2MAN(�� O (DEMO)iSERVCE O /N G ) � DISCONNECT unuTv rn METER (DEMO) acw, UTILITY METER UTUTY METER PARTIAL EXISTING ELECTRICAL ONE -LINE DIAGRAM SCALE NONE PANEL UnuTY UOLNY UTUTY METER METER METER (3u1/o CU,1-a3 CU GND) 2" EXISTING RTU UTIury Isca3 METER M NEMA 3R OjPANEL IT 150/2 MCB • i 60/2 lomz (SI TE UGH IT N G) TO EXISTING GROUNDING QDRAWING NOTES ELECTRODE SYSTEM 1. EXISTING PANEL MARK AND LABEL PANELAS'IT PROVIDE UPDATED CIRCUIT DIRECTORY. 2. CONTRACTOR TO VERIFY GROUNDING. DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRALVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLJEN1D CEN IC CON5LLEEING ///iii ( �(ioQppp_AEG�SfF - -' 24037 8/12/20 \— M, OVALE'\) 11 F W 19536B NEMA3R U DRAWN BY GCT CHECKED (10080) (10080) 8-12-2020 PANEL CN 0 PANEL 0 0 ^ `i W0 M 60/2 CU L O N O /N G ) � Unu TY rn a � _W 70 METER O U m r C7 0 O Z Z O O BE BE BE BE TO EXISTING GROUNDING QDRAWING NOTES ELECTRODE SYSTEM 1. EXISTING PANEL MARK AND LABEL PANELAS'IT PROVIDE UPDATED CIRCUIT DIRECTORY. 2. CONTRACTOR TO VERIFY GROUNDING. DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRALVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLJEN1D CEN IC CON5LLEEING ///iii ( �(ioQppp_AEG�SfF - -' 24037 8/12/20 \— M, OVALE'\) 11 F W 19536B DATE U DRAWN BY GCT CHECKED Ei 11^^ V/ 8-12-2020 Q CN 0 M 0 0 ^ `i W0 CU L O N O C G ) � rn rn a � _W 70 O N CU N r > (/ N MEP PROJECT NO. 19536B DATE 7/15/20 DRAWN BY GCT CHECKED Ei ASI 8-12-2020 =Nh aria U m SHEET TITLE ELECTRICAL ONE -LINE DIAGRAM AND LEGEND SHEET E -001A DIVISION 26 ELECTRICAL SPEAR CATONS 1. THE GENERAL CONDITIONS OF THE CONTRACT, SUPPLEMENTARY CONDITIONS OFTHE GENERALCONTRACT,AND REQUIREMENTS OF OTHER DIVISIONS APPLY TO WORK UNDER THIS DIVISION. PROVIDE LABOR, MATERIALS, TEMPORARY FACILTIES, EQUIP MEN T AND SERVICES TO INSTALL ELECTRICAL SYSTEMS AS INDICATED OR REQUIRED, WHICHIN CLUDES BUT IS NOT LIMITED T0, MASONRY, EXCAVATION AND BACKFILL, CONCRETE, CARPENTRY PANTING CONDUIT SLEEVES AND SUPPORTS, ANCHORS, AERATION AND SOUND ISOIATON,ACCESS DOORS, CUTTING AND PATCHING, AND SIMILAR WORK. PROVIDE TEMPORARY ELECTRICITY FOR ELECTRI CAL WORK AND THE WORK OF OTHER TRADES. 2. THE MANUFACTURER'S MATERIAL OR EQUIPMENT LISTED FIRST IN THE SPECIFICATIONS OR ON THE DRAWINGS ARE TYPES TO BE PROVIDED FOR ESTABLISHMENT OF SIZE, CAPACITY, GRADE AND QUALITY. ADDITIONAL MANUFACTURERS MATERIALS OR EQUIPMENT LISTED ARE CONSIDERED TO BE "OTHER ACCEPTABLE" MANUFACTURERS, AND THE COST OF CHANGES IN CONSTRUCTION REQUIRED BY THBR USE SHALL BE BORNE BY THIS CONTRACTOR. 3. ITIS THEINTENT OF THESE DRAWINGS AND SPECIFICATIONS TO RESULT IN A COMPLETE ELECTRICALINSTALLATION IN COMPLETE ACCORDANCE WITH APPLICABLE CODESAND ORDINANCES. 4. NEITHER THE PROFESSIONALACTIATIES OF THE ENGINEER NOR THE PRESENCE OF THE ENGINEER OBITS EMPLOYEES AND SUBCONSULTANTS ATA CONSTRUCTIONAROJECT SITE SHAFLREUEVE THE CONTRACTOR CELTS OBLIGATIONS, BUTES, AND HESPONSIBIUTES INCLUDING, BUT NOT LIMITED T0, CONSTRUCTION MEANS, METHODS, SEQUENCE TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING, AND COORDINATING THE WORK I N ACCORDANCE WILL THE CONTRACT DOCUMENTS. 5. DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE EVERY REQUIRED JUNCTION BOX, PULLBOX, ELL, ETC. ITEMS NOT SPECIFICALLY MENTIONED IN THE SPECIFICATION OR NOTED ON THE DRAWINGS, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALLBE INCLUDED. 8. DRAWN GS AND SEED FI CAT ONS ARE COMPLEMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH. THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. 1. DRAWINGS SHALL NOT BE SCALED FOR ROUGH IN MEASUREMENTS OR USED AS SUBMITTALS. WHEREDRAWNGS ARE REQUIRED FOR THESE PURPOSES OR HAVE TO BE MADE FROM FIELD MEASUREMENTS, TAKE THE NECESSARY MEASUREMENTS AND PREPARE THE DRAWINGS. 8. PRIOR TO ORDERING EQUIPMENT DETERMINE THAT EQUIPMENT SHALLADEQUATELY PASS THROUGH BUILDING OPENINGS AND PASSAGEWAYS PROVIDING UNOBSTRUCTED ACCESS TO FINAL EQUIPMENT LOCATION. EQUIPMENT SHALL BE MANUFACTURED AND SHIPPED IN SECTORS FOR ASSEMBLY IN FINAL EQUIPMENT LOCATION WHEN INADEQUATE BUILDING OPENINGS AND PASSAGEWAYS LIMIT ACCESS. SUBMITTALS SHALLI NDI CATE SECTIONALIZED MANUFACTURE OF EQUIPMENT. 0. BEFORE ORDERING EQUIPMENTAND BEFORE WORK IS INSTALLED DETERMINE THAT EQUIPMENT SHALL PROPERLY R T THE SPACE, THAT REQUIRED CLEARANCES CAN BE MA NTAI NED AND THAT ELECTRICAL EQUIPMENT CAN BE LOCATED WITHOUT INTERFERENCES BETWEEN SYSTEMS, WITH STRUCTURAL ELEMENTS OR WITH THE WORK OF OTHER TRADES. 10. IF CONFLICTS ARE DISCOVERED IN CONTRACT DOCUMENTS AS WORK PROGRESSES, A SET OF PRINTS MARKED WILL RED PENCIL SHOVING RECOMMENDED MODIFICATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 11. THE DRAWINGS INDICATE THE GENERALARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES, PANELBOARDS AND OTHER WORK. HOWEVER, REARRANGEMENT AND RECIRCUITING SHALL NOT BE PERMITTED WITHOUT SPECIFIC ACCEPTANCE. 12. INCIDENTAL EQUIPMENT SUCH AS TOOLS, SCAFFOLDING, CONSUMABLE ITEMS TESTING EQUIPMENT, APPUAN CES AND THE LIKE SHALLBE PROVIDED WHETHER LISTED OR NOT. LABOR, FEES, LICENSES , START-UP AND CHECKOUT SERVICES SHAFLALSO BE PROVIDED. 13. INSTRUCTIONS SUCH AS "PROVIDE THE OUTLETS_" SHALLMEAN THE SAME AS THOUGH THE WORDS THIS CONTRACTOR SHALL" PRECEDED EACH INSTRUCTION . "PROVIDE" SHALLMEAN "FURNISH AND INSTALL." WHERE THEWORDS ACCEPTED OR ACCEPTABLE AREUSED SUCH ACCEPTED OR ACCEPTABLE ACTIONBYTHE ARCHITECT DENOTES THAT THE WORK OR EQUIPMENT ITEM IS IN CONFORMANCE WILL THE DESIGN CONCEPT OF THEPROJECTAND, IN GENERAL, COMPILES WITH THE PERTINENT INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. 14. IN THE EVENT THAT DISCREPANCIES EXIST OR REQUIRED ITEMS OR DETAILS HAVE BEEN OMITTED, NOTIFY THE ARCHITECTIN WRITING OF SUCH DISCREPANCY OR OMISSION AT LEAST FIVE DAYS PRIOR TO BID DATE. FAILURE TO DO SO SHALL BE CONSTRUED AS WILLINGNESS TO SUPPLY NECESSARY MATERIALS AND LABOR REQUIRED FOR THE PROPER COMPLETION OF THIS WORK. FOR DISCREPANCIES WHICH ARE NOT REPORTED BY CONTRACTOR THE MOST STRINGENT REQUIREMENT SHAFLAPPLY. 15. IN THE EVENT THAT ADDI TI ONALI NFORMAT ON IS REQUIRED DURING CONSTRUCTION REQUEST SUCH INFORMATION FROM THE ARCHITECT IN WRITING PRIOR TO PERFORMING RELATED WORK. THE REQUEST FOR INFORMATION SHALLINCLUDE AN EXPLANATION OF THE INFORMATION REQUIRED INCLUDING REFERENCES TO RELATED PORTIONS OF THE DOCUMENTS AND CONTRACTOR'S RECOMMENDATIONS. 18. EXAMINE THE PREMISES AND BECOME FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING. NOALLOWANCE SHALL SUBSEQUENTLY BE MADE FOR NOT FOLLOWING THIS PROCEDURE. R. PROIECTWORK,MATERIALS, AND EQUIPMENTAGANST THEFT INJURY OR DAMAGE UNTLIT HAS BEEN INSTALLED, TESTED, AND ACCEPTED. 18. BE RESPONSIBLE FOR DAMAGE TO THE PROPERTY OF THE OWNER OR TO THE WORK OF OTHER TRADES DUE TO THE ELECTRI CAL WORK DURING THE CONSTRUCTION AND WARRANTY PERIOD. 10. ERRORS AND OMISSIONS IN THE CONTRACT DOCUMENTS DO NOT RELIEVE THE CONTRACTOR FROM PROVIDING THE WORK I N ACCORDANCE WITH REGULATORY REQUIREMENTS. 20. EXECUTE AND INSPECT WORK IN ACCORDANCE WITH UNDERWRITERS LOCALAND STATE CODES HULESAND REGULATIONS APPLICABLE TO THE TRADE AFFECTED ASA MINIMUM BUT IF THE PLANS OR SPECIFICATIONS CALL FOR REQUIREMENTS THAT EXCEED THESE RULES AND REGULATIONS, THE GREATER REQUIREMENT SHALLBE FOLLOWED. FOLLOW REQUIREMENTS OF IBC, IMC, IFC, IECCNFPA, NEC, OSHA, NEMA, ANSI, UI EINTIA, AND APPUCABLESTATE, LOCAL OR FEDERAL SPECIFICATIONS. 21. CONFORM TO GUIDELINES AND REQUIREMENTS OF LOCAL UTILITY COMPANIES. 22. OBTAIN PERMITS REQUIRED FOR THE ELECTRICALWORK ON THIS PROJECT. PAY FEES, INCW DING SERFACE INSTALLATION AND CONNECTION CHARGES, PERMIT FEES. NO WORK SHALLBE STARTED PRIOR TO OBTAINING NECESSARY PERMITS AND PAYMENT OF REQUIRED FEES. WORKINSTAIIED PRIOR TO OBTANING PROPER PERMITS SHALL, IF REQUIRED BY PERMITTING AUTHORITY, BE REDON E I N COMPLIANCE W TH REQUIREMENTS. NOTATIONS MADE ON PERMIT OR REMEW DOCUMENTS SHALL BE OBSERVED. ADDITIONAL REQUIREMENTS NOTED BY JURISDI CT ONALAUTHORI TY SHALL BE MADE PART OF THE REQUIREMENTS FOR CONSTRUCTION OF THE PROJECT. ADDITIONAL COSTS FOR IMPLEMENTING JURISDICTIONALAUTHORITY'S REQUIREMENTS, IF ANY, SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION FOR REMEW. 23. SUBSTITUTIONS A. MATERIALAND EQUIPMENT USED IN BIDS SHALL BE AS SPECIFIED. PROPOSED SUBSTITUTIONS SHALL BE REMEWER AFTER AWARD OF CONTRACT DURING SUBMITTAL REMEW. PROPOSED SUBSTITUTES SHALL BE CLEARLY LABELED ASA SUBSTTUTE. SUBMITTALS SHALLINCLUDE DATA NECESSARY FOR COMPLETE EVALUATION OF THE PROPOSED SUBSTTUTION. SUBSTITUTION MATERIALS AND EQUIPMENT USED IN BIDS SHALL BEAT CONTRACTOR'S RISK, AND AS SUCH ARE SUBJECT TO REJECTION DURING SUBMITTALREVIEW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FEES FOR REDESIGN INCURRED BY THE ENGINEER RESU LT N G FROM THE USE OF SUBSTITUTION MATERIALS. SUCH EXTRA FEES SHALLBE DEDUCTED FROM PAYMENT TO THE CONTRACTOR. B. WHERE" OTHERACCEPTABLE" MANUFACTURERS ARE NAMED, THEIR PRODUCTS MAYBE USED PROVIDED THEY TOTALLY MEET THE SPECIFICATIONS AND ARE DIMENSIONALLY SUITABLE AND OPERATIONALLYIDENTCAL TO THE SPECIFIED ITEM. THE DECISION AS TO WHETHER OR NOT SUCH ITEMS ARE EQUAL TO THE SPECIFIED ITEMS SHALL BE MADE BY THE ARCHITECT DURING SUBMITTAL REMEW 24. SUBMITTALS A. THE PURPOSE OF SUBMITTALS IS TO ENSURE THAT CONTRACTOR UNDERSTANDS DESIGN REQUIREMENTS AND DEMONSTRATES UNDERSTANDING BY INDICATING AND DETAILING INTENDED MATERIALS, METHODS, AND PROPER INSTALLATION PRACTICES. IF DISCREPANCIES BETWEEN SUBMITTALS AND CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SUBMITTALS AREREVIEWED, REQUIREMENTS OF CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE SUBMITTALS WHICH ARE SUBMITTED, BUT WHICH ARE NOT REQUIRED BY CONTRACT DOCUMENTS, SHALLBE RETURNED NOT REVIEWED B. REMEW OF SUBMITTALS AND ACTION RECOMMENDED AS RESULT OF REVIEW IS A COURTESY EXTENDED TO CONTRACTOR BY ENGINEER. THIS REVIEW IS INTENDED TO MINIMIZE DELIVERY TO JOB SITE AND INSTALLATION OF MATERIALS AND EQUIPMENT THAT DO NOT MEETINTENT OF CONSTRUCTION DOCUMENTS. SUBMISSION OF MATERIAL FOR REVIEW DOES NOT ALTER CONTRACTOR'S OBUGATON TO FOLLOW INTENT OF CONSTRUCTION DOCUMENTS, NOR CONTRACTOR'S RESPON SI BI U TY TO COMPLY THEREWITH REGARDLESS OF ACTI ON NOTED IN ENGINEERS REMEW. C. PRODUCT DATA SUBMITTALS SHALLINCLUDE CATALOG CUT- SHEETS, MANUFACTURER'S DATA SHEETS, WRITTEN DESCRIPTIONS, SPECIFICATION SHEETS DETAILING THE ASSOCIATED PRODUCT, ITEM, ASSEMBLY AND INSTALLATION. HIGHLIGHT CHARACTERISTICS AND FEATURES WITHIN PRODUCT DATA SUBMITTALS WITH A YELLOW HIGHLIGHTING MARKER TO IDEALLY COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS . INDICATE CHARACTERISTICS AND FEATURES WHICH ARE MISSING OR VARY FROM THE DRAWINGS AND SPECIFICATIONS. SUBMITTALS SHALLINCLUDE DETAILS, INSTALLATION DRAWINGS, ASSEMBLY DRAWINGS, FABRICATION DRAWINGS, DIAGRAMS, ETC., WHICH SHOW ADAPTATION OR INSTALLATION OF CONTRACTORFURNISHEDPRODUCTS OR MATERIALS FOR OVERALLPROJECT. D. PRIOR TO ORDERING EQUIPMENT OR BEGINNING INSTALLATION WORK, ASSEMBLE, PREPARE, AND SUBMIT SHOP DRAWINGS REQUIRED FOR PROJECT. SUBMIT SUBMITTALS AS REQUIRED BY INDIVIDUAL SECTORS OF SPECIFICATIONS. ASA MINIMUM, PROVIDE PRODUCT DATA SUBMITTALS FOR EQUIPMENT INDICATED ON THE DRAWINGS WHETHER MENTIONED IN THESE SPECIFICATIONS OR NOT E. CONTRACTOR SHALL THOROUGHLY CHECK SUBCONTRACTORS ORVENDORS' SUBMITTALSAND, AFTER APPROVING SUBMITTALS, PROVIDE SUBMITTALS FOR REVIEW. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE REVIEWED BY THE ARCHITECT AND WILLBE RETURNED NOT REVIEWED. SUBMITTALS THAT DO NOT BEAR CONTRACTOR'S REVIEW STAMP SHALL BE RETURNED NOT REMEWED F. EACH SET OF SUBMITTALS SUBMITTED OR RE -SUBMITTED SHALL BEAR A UNIQUE CONTRACTOR'S SUBMITTAL NUMBER. AFTER REMEW, SUBMITTALS SHALL BE RETURNED TOGETHER WITH SUBMITTAL REMEW SHEET WHICH INDICATES COMMENTS ON SUBMITTALS WILL SPECIFIC ACTIONS SUCH AS NO EXCEPTION TAKEN, MAKE CORRECTIONS NOTED, RESUBMITTALNOT REQUIRED, MAKE COHHECTONS NOTED, RESUBMITTALREQUIRED, REJECTED, NOT REVIEWED. CONTINUE TO RE -SUBMIT SUBMITTALS UNTIL NO EXCEPTION TAKEN OR MAKE CORRECTIONS NOTED, RESUBMITTALNOT REQUIRED ACTION I S I NDI CATER. PROVIDE A COPY OF THE ORIGINAL SUBMITTAL REMEW COMMENTS FOR RESUBMITTED ITEMS G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXTRA FEES INCURRED BY THE ENGINEER RESULTING FROM SUBSEQUENT REMEW(S) OF SUBMITTALS WHICH FAILTO MEET THE REQUIREMENTS HEREIN. SUCH EXTRA FEES SHALL BE DEDUCTED FROM PAYMENT TO THE CONTRACTOR. 25. KEEP IN CUSTODY DURING ENTIRE PERIOD OF CONSTRUCTION A CURRENT SET OF DOCUMENTS INDICATING CHANGES THAT HAVE BEEN MADE TO THE CONTRACT DOCUMENTS CHANGES TO BE NOTED ON THE DOCUMENTS SHALLINCLUDE BUT SHALL NOT BE LIMITED T0, PANELBOARD, LUMINAIRE, EQUIPMENT, AND OTHER SCHEDULES, CIRCUITING EQUIPMENT, LUMINA RES, OR CONDUIT LOCATED MORE THAT 2 FEET (0 61 METERS) FROM WHERE SHOWN ON DRAWINGS', ELECTRICAL EQUIPMENT RATINGS, MODIFICATIONS TO SPECIFICATIONS. INCORPORATE ADDENDA, ACCEPTED ALTERNATES, CHANGE ORDERS, AND OTHER DOCUMENT EFFUSIONS WHICH OCCURRED AFTER THE AWARD OF THE GENERAL CONTRACTOR THE START OF CONSTRUCT ON ACTIVITIES INTO THE RECORD DOCUMENTS. NOTATIONS AND CHANGES SHALLBE DONE INA NEAT AND LEGIBLE MANNER. UPON COMPLETION OF WORK, SUBMIT THE COMPLETE SET OF RECORD DOCUMENTS TO THEARCHITECT. 28. MAKE PROVISIONS FOR RECEIVING AND STORING MATERIALS, INCLUDING OWNER FURNISHED MATERIALS TO BE INSTALLED UNDER THIS FUSION CAREFULLY MARK AND STORE MATERIALS. CAREFULLY CHECK AND INSPECT MATERIALS FURNISHED FOR INSTALLATION, AND FURNISH A RECEIPT ACKNOWLEDGING ACCEPTANCE OF DELIVERY AND CONDITION OF THE MATERIALS RECEIVED. DO NOT USE RECEIVED MATERIALS WHICH CONTAN CRACKS, DENTS, ABRASIONS, OR 0TH ER DEFECTS. MARK SUCH MATERIALS REJECTED AND REMOVE FROM SITE OR RETURN TO SUPPLER FOR REPLACEMENT. 21. PROTECT MATERIALS AND EQUIPMENT FROM PHYSICAL DAMAGE, CONSTRUCTION DIRT, ANDTHE ELEMENTS FROM THE TIME THEY ARE DELIVERED UNTIL FINAL ACCEPTANCE. THE CONTRACTOR INSTALLING THE EQUIPMENT OR MATERIALS SHALLBE RESPONSIBLE FOR THBR PROTECTION. 28. SCHEDULE WORK TO COORDINATE WITH THAT OF OTHER TRADES TO MINIMIZE DELAYS. COORDINATEWITH OWNER AND UTW TY COMPANIES OUTAGES DUE TO INTERFACING ELECTRICALEQUIPMENT. OUTAGES MUST BE SCHEDULED AT LEAST FIVE DAYS IN ADVANCE AND SHALL BE AT A TIME AND DURATION ACCEPTABLE TO THE OWNER OUTAGES AT A TIME OTHER THAN NORMAL WORKI NG HOURS, SHALL NOT ENTITLE THE CONTRACTOR TO ADDITIONAL OVERTIME OR COMPENSATION BEYOND THAT IN THE BID. 20. LOCATIONS OF DEFACES, OUTLETS ETC ASSHOWN ON THE DRAWINGS ARE APPROXIMATE UNLESS IMENSIONED OR OTHERWISE NOTED. WHERE LOCATIONS OF DEVICES, OUTLETS, ETC., ARE DIMENSIONED OR NOTED ON THE DRAWINGS, VERIFY LOCATION WITH ARCHITECT'S REPRESENTATIVE OR WITH EQUIPMENT TO BE SUPPLIED. EXACT LOCATIONS OF DEFACES, OUTLETS, ETC., SHALLBE COORDINATED WITH FIELD CONDITIONS. ENSURE THAT SWITCHES OR OTHER ELECTRICAL DEFACES ARE MOUNTED SUCH THAT THEY ARE NOT"TRAPPED" BEHIND OPENED DOORS OR OTHERWISE RENDERED INACCESSIBLE, REGARDLESS OF LOCATIONS INDICATED ON DRAWINGS 30. PRIOHTOROUGHJN FOR SERVICE TO EQUIPMENT FURNISHED OR PROVIDED BY OTHERS, COORDINATEWITH OTHER TRADES AND OWNER TO VERIFY ROUGH IN LOCATIONS, CONNECTION REQUIREMENTS, ELECTRICAL SERVICE TO EQUIPMENT SIZE AND CHARACTERISTICS, AND OBTAN A SCHEDULE OF EQUIPMENT ELECTRICAL LOADS. SCHEDULES SHALLBE FOR VERIFYING ELECTRICAL SERVICES, CONTROLS, DISCONNECTS, FUSES, AND OVERLOAD PROTECT ON. COORDINATEWITH ARCHITECT AUTHORITY HAM N G JUHI SDI CT ON, AND OTHER APPROPRIATE DIVISIONS AS NEEDED. 31. VERIFY THE PHYSICAL DIMENSIONS OF EACH ITEM OF ELECTRICAL EQUIPMENT TO FIT THE AVAILABLE SPACE AND PROMPTLY NOTIFY THE ARCHITECT PRIOR TO ROUGHING IN IF CONFLICTS APPEAR. BE RESPONSIBLE FOR COORDINATION OF EQUIPMENT TO THE AVAILABLE SPACE AND TO THE ACCESS ROUTES THROUGH THE CONSTRUCTION. CONFER AND COOPERATE WITH OTHER TRADES AND COORDINATE THE WORK IN PROPER REIAT ON W IH THB RS. COORDINATE CEILING CAM TY SPACE CAREFU FLY WI TH OTHER TRADES. 32. ALL ELECTRICAL EQUIPMENT SHALL BE LISTED AND LABELED WITH THE UNDERWRITERS LABORATORY TAG OR OTHER U STING AS APPROVED BY THE LOCALJU RI SDI CTI ONALAU TH ORI TY. CUSTOM DESIGNED ITEMS SHALL BE FABRICATED OF ULAPPROVED MATERIALS AND FITL STED ASA COMPLETE ASSEMBLY AS REQUIRED 33. THROUGHOUT SPECIFICATIONS, VARIOUS MATERIALS EQUIPMENT APPARATUS, ETC., ARESPECIFIEDBY MANUFACTURER, BRAND NAME, TYPE OR CATALOG NUMBER. SUCH DESIGNATIONS ARE TO ESTABLISH STANDARDS OF DESIRED QUAIL TYAND CONSTRUCT ON AND SHALLBE THE BASIS OF THE BID. SUBSTTUTIONS SHALL BE ALLOWED ONLY AS SPECIFIED HEREIN. 34. MAKEUP THE OPERATING AND MANTENANCE MANUALS AS SPECIFIED AND SUBMIT NO LATER THAN 1WEEKS PRIOR TO THE COMPLETION OF THE PROJECT. INFORMATION CONTAINED IN THE OPERATNG AND MANTENANCE MANUALS CONSIST OF SUBMITTAL MATERIALS REFLECTING EQUIPMENTAS SUPPLED AND INSTALLED, TEST REPORTS, WARRANTIES, DESCRIPTION OF REQUIRED TESTING AND TESTING METHODS, DESCRIPTION OF ROUTINE MANTENANCE, CLEANING, ADJUSTMENTS, AND SERFACE REQUIRED, SUGGESTED FREQUENCY OF TESTING AND MAINTENANCE, AND RECOMMENDED REPLACEMENT PARTS WITH A UST OF NAMES, ADDRESSES, ANDIELEPHONE NUMBERS OF SERVICE ORGANIZATIONS THAT CARRY STOCK OF SUCH REPLACEMENT PARTS. AN INDEX SHALL BE PROVIDED WHICH SHALL UST CONTENTS IN AN ORDERLY MANNER. SUBMIT ONE ELECTRONIC COPY OF THE MANUAL TO THE ARCHITECT FOR REVIEW PRIOR TO PREPARATION OF FINAL COPIES. AFTER REVIEW, MAKE CHANGES AS NOTED AND PREPARE 2 FINAL HARD BOUND COPIES OF MANUAL TO BE TURNED OVER TO THE OWNER. 260100- BASIC ELECTRICAL REQUIREMENTS- EXECUTION 1. WORKMANSHIP SHALL BE FIRST QUALITY THROUGHOUT AND SHALL BE IN COMPLETE ACCORDANCE WITH THE APPLICABLE CODES. THE APPEARANCE OF THE WORK SHALLBE OF EQUALIMPORTANCE TO ITS OPERATION . LACK OF QUAUTY WORKMANSHIP SHALLBE CONSIDERED SUFFICIENT REASON FOR REJECTION OFA SYSTEM IN PART OHINWHOLE. 2. AFLGROUND OR FLOOR- MOUNTED ELECTRICAL DISTRIBUTION EQUIPMENT, INCLUDING SWITCHBOARDS, DISTRIBUTION PANELS, MOTOR CONTROL CENTERS, TRANSFER SWITCHES, GENERATORS, AND TRANSFORMERS, SHALL BE INSTALLED AND FIRMLYANCHOHED TO A 4INCH HIGH (10.16 CM) CONCRETE HOUSEKEEPING PAD. PAD SHALLEXTEND NO MORE THAN 2INCHES BEYOND THE EQUIPMENT FOOTPRINT. 3. SUPERVISE WORK SO IT SHALL PROCEED IN PROPER SEQUENCE WITHOUT DELAY TO OTHER TRADES THE SUPERINTENDENT SHALL BE ON THE PROJECT SITE FOR THE DURATION OF THE PROJECT TO ENSURE THAT CONTRACT DOCUMENTS ARE BEING FOLLOWED. 4. DEMOLITION A. PROVIDE LABOR, MATERIALS EQUIPMENT AND SERFACES FOR EXISTING ELECTRICAL EQUIPMENT WHICH IS TO BE REMOVED, ABANDONED, OR RELOCATED. COMPLY WI TH STATE AND FEDERAL REGULATIONS FOR THE REMOVAL, HAULING AND DISPOSAL OF MATERIALS. B. VERIFY THAT FEEDERS AND BRANCH CIRCUITS HAVE BEEN DISCONNECTED AND SAFELY CAPPED FROM EQUIPMENT TO BE RELOCATED, DEMOLISHED OR REMOVED. C. REMOVE ELECTRICAL EQUIPMENT TO BE RELOCATED AND ENSURE THAT SUCH EQUIPMENTIS IN ACCEPTABLE CONDITION FOR REUSE. THESE ITEMS SHALLBE TAGGED, PROTECTED FROM DAMAGE, AND STORED AS DIRECTED BY THE OWNER. D. LAMPS,BALLASTS, AND OTHER ELECTRICAL EQUIPMENT WHICH CONTAIN HAZARDOUS MATERIALS SHALL BE PROPERLY REMOVED AND DISPOSED. PAY FEES FOR DISPOSAL REPORT THE EXISTENCE OF HAZARDOUS MATERIALS UNRELATED TO ELECTRICAL EQUIPMENT TO THE ARCHITECT IMMEDIATELY. E. THE LOCATIONS OF EXISTING EQUIPMENT,CIRCUITING, ETC. SHOWN ON THE DRAWINGS HAVE BEEN OBTAINED FROM FIELD SURVEYS AND ARE THEREFORE DALLAS ACCURATE AS THATINFORMATION. EXISTING CONDITIONS SHALL BE FIELD VERIFIED WITH NECESSARYADJUSTMENT BEING MADE TO THE DRAWNGINFORMATON. F. WHERE CORE DRILLING OR CONCRETE DEMOLITION IS REQUIRED AS WORK OF THIS TRADE OR OTHER TRADES, DETERMINE THE LOCATION OF EXISTING ENCASED OR BURIED CONDUITS AND CIRCUITS IN THE AREA OF THE WORK USING METAL DETECTORS, CIRCUIT TRACERS AND JUDGMENT PRIOR TO COMMENCEMENT OF DRILLING OR DEMOLITION. TURNOFF ALL CIRCUITS WHICH MIGHT FEED THROUGH CONDUITS AND WIRING IN THE AREA OF THE WORK. G. WHERE ITEMS ARE INDICATED ON THE DRAWINGS TO BE REMOVED, REMOVAL OF THE ITEM SHALL INCLUDE REMOVAL OF POWER CIRCUITS, CONTROL CIRCUI TS, OVERCU RRENT DEM CES, GROUNDING, ACCESSORY DEVICES, RACEWAY AND HARDWARE UNLESS NOTED OTHERWISE ENSURE THAT THE CONTINUITY OF FEED THROUGH CIRCUITS IS MAINTANED. H. WHERE CIRCUITS TO BE REMOVED ARE EXPOSED DURING CONSTRUCTION, COMPLETELY REMOVE VIRE, CONDUIT, AND SUPPORTS AS REQUIRED. WHERE CIRCUITS TO BE REMOVED ARE CONCEALED OREMBEDDEDIN CONCRETE, REMOVE WIRING BACK TOJUNCTON POINT. I. ABANDONED CONDUIT, LEFTINPIACE, SHALL HAVE PULL TAPE INSTALLED AND SHALL BE LABELED AT C. OTHER COMMU NI CAT ONS SYSTEMS RACEWAYS AND CABLE SUPPORTS. PROVIDE A COMPLETE GCT EACH END IDENTIFYING ORIGIN DESTINATION AND ABANDONMENT. LABELS SHALLBE Cu SYSTEM OF RACEWAYS, CABLESUPPORTS, AND OUTLETS FOR THE FUTURE INSTALLATION OFA L SEMI-PERMANENT. COMMU NI CAT ONS SYSTEMS. WALL OUTLETS SHALL BE STANDARD DOUBLE GANG BOXES WITH _ 0. 0 SINGLE GANG TRIM RINGS AND COVER PLATE OF SAME DESIGN AND FINISH AS SPECIFIED HEREIN. J. REMOVALAND RELOCATION OF ELECTRICAL EQUIPMENT SHALLINCLUDE PATCHING AND PANTING AS ^�/ W CABLESUPPORTSIN QUANTITY AND ROUTING INDICATED SHALL BE 2 INCH DIAMETER GALVANIZED O REQUIRED TO REFINISH BUILDING SURFACES. COORDINATE PATCHING AND REPAINTING WITH VIDE BASE CABLECAT J -HOOKS AS MANUFACTURED BY CADDY. PROVIDE CABLE SUPPORT MOUN T N G L ARCHITECT. O ACCESSORIES AS REQUIRED. COMMUNICATION SYSTEM HACEWAYAND CABLE SUPPORT ROUTING N 0 C SHALLMAINTAN 18INCHES OFCLEARANCE FROM LUMINAIRES WHILE CROSSING PERPENDICULAR TO 5. EQUIPMENT MODIFICATION ) � FIGHTING CIRCUITRY, MANTAIN 12INCHES CLEARANCE FROM POWER FEEDERS AND BRANCH 0 70N CIRCUITS, AND MANTAIN 4 FEET CLEARANCE FROM MOTORS AND TRANSFORMERS. CONDUITS SHALL A. WHERE EXISTING EQUIPMENT IS TO BE MODIFIED, FURNISH MATERIALS AND LABOR NECESSARY TO 11111111111I� BE SIZED AS INDICATED OR REQUIRED WILL 3/4 INCH ASA MINIMUM AND INCLUDE Ak200 NYLON PULL 0L MODIFY OR ADD TO THE EQUIPMENT. MODIFICATIONS SHALLBE DONE NEATLY WITH FACTORY PARTS Y CORD. CONDUIT RUNS SHALL NOT HAVE MORE THAN THE EQUIVALENT OF THREE 00 DEGREE BENDS AND ASSEMBLIES APPROVED FOR THE APPUCATON. PROVIDE EQUIPMENT SUPPLIER WILL CU BETWEEN OUTLETS OR PULL BOXES. CONDUITS SHALL BE BUSHED. INFORMATION OF EXI ST N G EQUIPMENT, INCLUDING SERIAL NUMBER, DATE OF MANUFACTURE AND (/ N SPECIAL REQUIREMENTS. MODIFICATION SHALLIN NOWAY JEOPARDIZE THE COMPLIANCE OF D. WIRING FOR EQUIPMENT FURNISHED BY OTHERS. PROVIDE ELECTRICALSERVICES TO EQUIPMENT EXISTING EQUIPMENT WILL GOVERNING CODES, UNDERWRITERS USTNGS OR OTHER REGUTATONS. FURNISHED BY OTHERS. PROVIDE FINAL CONNECTIONS UNLESS OTHERWISE NOTED. WHERE FlNAL CONNECTIONS ARE TO BE MADE BY OTHERS, INSTALL OUTLET BOX AND PULLIN CONDUCTORS B. ALL REWARD MODIFIED ELECTRICAL EQUIPMENT, SUCH AS SWITCHBOARDS, PANELBOARDS, LEAMNG 8 INCH PIGTALS FOR EACH CONDUCTOR. CONDUCTORS SHALL BE TAPED AND APPROPRIATE INDUSTRIAL CONTROL PANELS, METER SOCKET ENCLOSURES, AND MOTOR CONTROL CENTERS, THAT COVER PLATE INSTALLED OVER BOX. CONTROLAND ALARM WIRING FOR SUCH EQUIPMENT SHALL BE ARE IN OTHER THAN DWELLING OCCUPANCIES, AND ARE LIKELY TO REQUIRE EXAMINATION PROVIDED BY THE EQUIPMENT SUPPLIER OR TRADE PROVIDING EQUIPMENT UNLESS 0TH ERW SE ADJUSTMENT, SERMCING, OR MAINTENANCE WHILE ENERGIZED SHALLBE FIELD MARKED TO WARN NOTED. QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. THE MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, E. UNLESS OTHERWISE NOTED, PROVIDE 120 VOLT WIRING TO NEAREST PANELBOARD,INCLUDING ADJUSTMENT, SERMCING, OR MAINTENANCE OF THE EQUIPMENT PER NEC 2011, ARTI CLE 110.18. CIRCUIT BREAKER, CONDUIT, WIRE, AND CONNECTIONS FOR MAGNETIC DOOR HOLDERS, FlRE SMOKE DAMPERS AND FIRE ALARM SYSTEM REMOTE POWER SUPPLIES. PROVIDE CONTROL CIRCUITRY 8. CUTTING ,PATCHING ,OPENINGS , SLEEVES, INSERTS AND HANGERS FROM THE FIRE ALARM CONTROL PANEL COORDINATE QUANTITYAND LOCATION OF FIRE SMOKE DAMPERS WITH DIVISION 23. A. FURNISH AND INSTALL SLEEVES AND BOXES REQUIRED FOR OPENINGS IN THE STRUCTURE FOR I N S TAIIAT ON OF FILE CTRI CAL WOR K. B E RES PON SI B LE FOR P ROP ER PLACEM EN T OF SITE EVES AN D 1. PANTING BOXES A. SCRATCHED CHIPPED OR OTHERWISE MARRED ELECTRICAL EQUIPMENT SHALL BE REPAINTED TO B. PROVIDE INSERTS AND HANGERS REQUIRED TO SUPPORT CONDUIT, CABLES, BOXES, FIXTURES, ETC. MATCH ORIGINAL FINISH AT NO ADDITIONAL COST TO THE OWNER. PROVIDE INDEPENDENT SUPPORT FOR ALL ELECTRICAL EQUIPMENT. B. EQUIPMENT RECEIVED FROM MANUFACTURER WITH A PRIME COAT OF PANT SHALL BE CLEANED, C. P ROP ER LY SI ZE AN D LOCATE H CITES AN D CHAS ES REQ UI RED FOR WORK U N D ER TH S DI VI SI ON AS SANDED AND FURNISHED WITH A FINAL COAT OF PANT. CON S TRU C110N PROGRESSES. BEFORE BE GI NNI N G SLEEVI NG OR I NSTALLATI ON WORK, CAREFULLY STUDY CONTRACT DRAWINGS AND CHECK CONDUIT, BOXES AND EQUIPMENT LOCATIONS FOR C. ALL S U PEACE M OUT N TED CON D UI T SH ALL B E PA N TED TO MATCH TH E ADJACEN T SU RFACE U N LE SS INTERFERENCE WITH OTHER TRADES .I F CONFLICTS ARE DISCOVERED IN DRAM NGS OR AS WORK OTHEEGA SE DI RE CLEF BY TH E ARCH TE CT PROGRESSES,A SET OF PRINTS MARKED WITH RED PENCIL SHOWING RECOMMENDED INSTALLATION M ETH ODS SH ALL B E S U BMI TIED TO TH E ARCH I TE CT FOR REM EW P RI OR TO I N STALLATI ON.CUTTING, 10. QUAIL TY AS S U RAN CE REPARING AND REQUIRED STRUCTURAL REINFORCING FOR INSTALLATION OF THIS WORK SHALLBE DONE IN CONFORMANCE WITH THE ARCHITECT'S DIRECTIONS. CUTTING SHALL NOT BE DONE A. ARRANGE AND OVERSEE INSPECTIONS BY GOVERNING AUTHORITIES. UPON COMPLETION OF THE WITHOUT THE ARCHITECT'S APPROVAL WORK, REITVER CERTIFICATES OF INSPECTION AND RN AL APP ROVAL TO THEARC HITEC T. D. CU TTI N G OF CON CRE TE OR OUT ER BUI TDI N G MATE RI ALS S HALL B E AVOIDED WILL ERE PO SSI FILE HAVE B. TE STI N G OF ELECTRI CAL SYS TEM S SHALL BE I N ACCOR DAN CE W TH TH E MAN U FACTU PER'S A WORKMAN QUALIFIED IN THE ELECTRICAL TRADE PRESENTAT THE POURING OF CONCRETE OR THE RECOM M EN FALL ON S AND IN ACCORDANCE WITH MEPIT CABLE CODES AND STANDARDS FOR THAT B TDI NG OF MASONRY CON TA NI N G FILE CTRI CAL WORK TO AVOI D CU TH NG OF CON CRETE OR 0TH ER SYSTEM AS REQUIRED AND AS REFERENCED IN THIS SPECIFICATION PROJECT SITE TESTING OF BUILDING MATERIAL EQUIPMENT PRIOR TO INSTALLATION, WHERE CALLED FOR IN THE SPECIFICATIONS, SHALL I N CLU OE PERFORMANCE TESTING TO ESTABLISH THE APPUCABIUTY OF EQUIPMENT FOR ITS INTENDED E. SITE EVES AN D CH AS ES ARE P ROH I BI TED I N STRU CTU RAL M EM B ERS EXCHE T WILL ERE AP PROVED BY PURPOSE. THE ARCHITECT IN WRI T N G IF OPENINGS NECESSARY FOR THIS WORK ARE NOT INSTALLED AT THE TIME OF CONSTRUCTION, OR IRAN OPENING IS REQUIRED IN EXISTING CONSTRUCTION ,PROVIDE THE C. TE STI N G OF ELECTRI CAL SYS TEM S I NVO LVI N G COM PIT AN CE TO SP ECI R C STAN FARES ,INCLU DING OPENING. BUT NOT LIMITED TO IBC, IFC, I ECC, ANSI, NFPA, I CEA, NEC, IEEE LPI, NETA, AND OSHA SHALL REQUIRE THE SUBMITTAL OF A COMPLETED TEST REPORT, CERA FI ED BY THE INSTALLER, TESTING AGENCY OR F. PATCHING IN EVERY INSTANCE CONSISTS OF COMPLETING THE WORK TO MATCH AND BLEND IN WITH MANUFACTURER. TE ST RE PO RTS S HALL B E COM FILE TE AN D I N ACC CREAN CE WI TH TH E APP ROP RI ATE THE AFT OI NI NG EXISTING WORK INSOWN AS METHODS, MATERIALS AND COLORS, AND STANDARD. WORKMANSHIP ARE CONCERNED. PATCHES WHICH ARE NOT PROPERLY BLENDED SHALLBE REJECTED AND ORDERED REDONE. EXECUTE PATCHING IN FULL COMPLIANCE WITH THE PROVISION D. INSTALLATION OF WORK SHALLBE OBSERVED BY THE ARCHITECT. WORK FOUND TO B E I N OF THE SPECIFICATIONS HEIAT N G TO THE TYPE OF WORK INVOLVED BY CRAFTSMEN QUALIFIED AND NON -COMPUAN CE WILL THE SPECIFICATIONS SHALL BE REDONE. THE ARCHITECT SHALL BE SKI FLED I N THE PAR TI CU FAR TYPE OF WORK INVOLVED. CONSULTED FOR DIRECTION FOR QUESTIONS REGARDING SUI TABI U TY OF THE INSTALLED WORK. THE ARCHITECT SHALLBE NOTIFIED AT LEAST ONE WEEK PRIOR TO THE COVERING UP OF WORK SO THAT G. OPENINGS FOR EFEC FRI CAL WORK SHALL BE CARE FU FLY CAULKED OR GROUTED AS REQUIRED. OBSERVATION OF WORK MAY BE SCHEDULED. WORK SHALL N OF BE COVERED UP OR ENCLOSED SPARE CONDUITS SHALLBE TIGHTLY CAPPED. UNTILWON K HAS BEEN TESTED BY CONTRACTOR AND HAS BEEN OBSERVED BY PROPER AU TH ow TI ES I NCLU DI NG STATE/LOCAL N SPECTOP S AND ARC HI TEC. SHOULD WORK BE COVERED UP H. HOLES AND VOIDS CREATED TO EXTEND ELECTRICAL SYSTEMS THROUGH FIRE RATED FLOORS, OR ENCLOSED BEFORE SUCH OBSERVATION OR TEST, IT SHALL BE UNCOVERED, TESTED AND WALLS, AND CEILINGS SHALLBE SEALED WITH AN INTUMESCENT MATERIAL REVIEWED AND SHALLBE RESTORED BY CONTRACTOR TO FINISHED CONDITION AT CONTRACTORS OWN EXPENSE. I. COSTS OF CUTTING AND PATCHING CAUSED BY IMPROPER COORDINATION SHALL BE PAID FOR BY THE CONTRACTOR REGARDLESS OF THE HESPONSIBIUTIES SET FORTH IN THESE CONTRACT DOCUMENTS 11. COMPLETION FOR NEW WORK. A. TEST SYSTEMS AND PLACE IN PROPER WORKING ORDER PRIOR TO DEMONSTRATNG SYSTEMS TO 1. EQUIPMENT IDENTIFICATION OWNER. A. LABELS SHALL BE ETCHED LAMACOID TAGS, BLACK WILL WHITE CORE. LETTERING SHALL BE 114 INCH B. INSTRUCT OWNER'S REPRESENTATIVE(S)ONCE, IN THE PRESENCE OF THE ARCHITECT ,ONTHE UPPERCASE, UNLESS OTHERWISE NOTED. ATTACH LABELTAGS TO EQUIPMENT WITH SHEET METAL PROPER OPERATION, TESTING, AND MAINTENANCE OF THE ELECTRICAL SYSTEMS. ASA MINIMUM, SCREWS. PARTICIPANTS SHALLINCLUDE CONTRACTOR AND MAJOR EQUIPMENT MANUFACTURERS' REPRESENTATIVES. NOT LESS THAN A TOTAL OF FOUR HOURS SHALL BE ALLOWED FOR AN B. POWER DISTRIBUTION EQUIPMENT FURNISHED UNDER FUSION 26 INCLUDING, BUTNOTUMITEDTO, INSTRUCTION PERIOD. USE FINALVERSION OF OPERATNG AND MANTENANCE MANUALASA ENGINE GENERATOR SYSTEMS, TRANSFER SWITCHES, TRANSFORMERS, SW TCH GEAR, TRAI NI N G A D. INSTRUCTION DATES AND TIMES SHALL BE COORDINATED WITH THE OWNER. SWITCHBOARDS PANELBOARDS MOTOR CONTROL CENTERS AND DISCONNECTS ARE LABELED TO INSTRUCTION SHAFLASA MINIMUM INCLUDE ITEMS CONTANED IN THE OPERATING AND MANTENANCE INCLUDE NAME, AMPERE, VOLTAGE, PHASE, AND AI C RATI NG. MANUAL C. MAINANDBRANCH DISCONNECTS FOR SWITCHBOARDS DISTRIBUTION PANELBOARDS ,AND MOTOR C. AFTER TESTS AND ADJUSTMENTS HAVE BEEN MADE AND SYSTEMS PRONOUNCED SATISFACTORY FOR CONTROL CENTERS SHALL BE CLEARLY I DENTI FI ED AS TO SERMCE FRAME SIZE, CIRCUIT BREAKER PERMANENT OPERATION, FINISH AND LEAVE EVERYTHING IN PROPER WORKING ORDER AND OF THE TRIP SETT N G OR FUSE SIZE AND TYPE. INTENDED APPEARANCE AT THE FINAL COMPLETION OF THE CONTRACT. D. LABELJUNCTION, SPLICE AND TERMINAL BOX INTERIORS AND COVERS. LABELING SHALL BE BY WAY D. ON COMPLETION OF WORK, REMOVE TOOLS, SCAFFOLDING DEBRIS, ETC., FROM THE GROUNDS AND OF PERMANENT MARKING PEN AND INCLUDE PANEL NAME AND CIRCUIT NUMBER. LABELS SHALL BE LEAVE THE PREMISES PERFECTLY CLEAN. EQUIPMENT AND FACILITIES SHALLBE THOROUGHLY LOCATED ON THE BACK INTERIOR SURFACE OF BOXES IN FINISHED AREAS LOCATE LABELS ON THE CLEANED INSIDE AND OUTAND RESIDUE REMOVED. EQUIPMENT SHALLBE TURNED OVER TO THE INTERIOR SURFACE OF COVERS. ON JUNCTION BOXES ABOVE CEILINGS OR IN UNFINISHED AREAS OWNER IN PERFECT UNBLEMISHED CONDITION. REMOVE TEMPORARY LABELS AND STICKERS. LOCATE LABELS ON THE EXTERIOR SURFACE OF COVERS. E. LOAD BALANCE TEST THE DISTRIBUTION SYSTEM. UNBALANCE BETWEEN PHASES SHALL NOT EXCEED E. LABEL OUTLET BOXES. LABELING SHALL BE BY WAY OF PERMANENT MARKING PEN AND INCLUDE 10% WITH FULL JGHTNG AND MECHANICALLOADS. CORRECT UNBALANCED LOAD CONDITIONS PANEL NAME AND CIRCUIT NUMBER. LOCATE LABELS ON THE BACKINTERIOR SURFACE OF OUTLET EXCEEDING THIS OMIT. CORRECTIONS SHALL BE INDICATED ON RECORD DRAWINGS. BOXES 12 PROJECT CLOSE-OUT F. UNLESS OTHERWISE INDICATED, WIRES AND CABLES OF EACH COMMUNICATION SYSTEM SHALL HAVE UNIQUE COLORS WHICH FOLLOWA COLOR CODING DOCUMENTED WITHIN THE HEAD END EQUIPMENT A. UPON WRITTEN REQUEST FROM THE CONTRACTOR CERTFYING THAT THE WORKIS COMPLETE AND OF EACH SYSTEM. READY FOR INSPECTION, THE ARCHITECT SHALL PREPARE PUNCHUST OF ITEMS DETERMINED TO BE INCOMPLETE OR 0TH ERW SE NOT I N COMPLIANCE WITH INTENT OF CONTRACT DOCUMENTS. G. WIRE AND CABLE IDENTFICATION SHALL BE INSTALLED AT POINTS OF TERMINATION IN DISTRIBUTION EQUIPMENT, JUNCTION BOXES, SPLICE BOXES, TERMINAL BOXES, OUTLETS BOXES, AND LOAD B. WHEN REQUIRED, SUBSEQUENT VISIT TO REVIEW COMPLETION OF PUNCHUST WORK SHALL BE MADE CONNECTIONS SUCH IDENTIFICATION SHALL BE BY MEANS OF CLOTH, SPILT SLEEVE OR TUBING TYPE AFTER RECEIPT OF WRITTEN STATEMENT FROM CONTRACTOR INDICATING PUN CHU ST WORK IS LABELS. FEEDER LABELS SHALLINCLUDE NAME OF EQUIPMENT FROM WHICH FEEDER ORIGINATES COMPLETE. INCLUDE COPIES OF INTERMEDIATE OBSERVATION REPORTS AND FI NALPUN CHU STS NAME OF EQUIPMENT WHICH FEEDER SERVES, AND GAUGE OF CONDUCTOR. WIRE AND CABLES FOR WILL I NDI A DUALI TEMS INITIALED BY CONTRACTOR TO ATTEST THAT I NDIVI DUAL WORK ITEMS ARE BRANCH CIRCUIT IDENTIFICATION SHALLINCLUDE CIRCUIT NUMBER, PANELBOARD NAME, AND GAUGE COMPLETED. OF CONDUCTOR. C. CONTRACTOR SHALL PAY ARCHITECT'S COSTS AT THE BILLING RATES IN EFFECT AT THE TME THE H. FOR EXTERIOR UNDERGROUND POWER SIGNAL AND COMMUNICATION ONES, INSTALL CONTINUOUS SERVICES ARE PERFORMED FOR SUBSEQUENT PUNCHUST MSITS REQUIRED DUE TO LACK OF UNDERGROUND PLASTIC UNE MARKER TAPE LOCATED DIRECTLY ABOVE SUCH LINES MARKER SHALL COMPLETION OF PRIOR PUNCHUST BE PERMANENT, BRIGHT COLORED CONTINUOUS PRINTED, VINYL TAPE NOT LESS THAN 4 MILS THICK BY BINCHES WIDE WILL AN EMBEDDED CONTNUOUS METALLIC STRIP OR CORE. MARKER PRINTING 13. WARRANTY INDICATES TYPE OF UNDERGROUND UNE. LOCATE 6 TO B INCHES BELOW FINISHED GRADE, UNLESS OTHERWISE INDICATED. WHERE MULTIPLE ONES INSTALLED IN ACOMMON TRENCH OR CONCRETE A. WARRAN TY MATE RI ALS, WORKMAN S HI P AN D TH E SU CCESS FU L OPE RAT ON OF EQU I PM EN T I N STALLED ENCASED DO NOT EXCEED AN OVERAFLWIDTH OF 16 INCHES USE SINGLE UNE MARKER WITH FOR A PERIOF OF 1 YEAR FROM THE DATE OF ACCEPTANCE OF THE ENTIRE WORK. GUARANTEE TO PRINTNG INDICATING THE MULTIPLE ONES. REPAR OR REPLACE AT CONTRACTOR'S EXPENSE, WORK WHICH MAY SHOW REFECT DURING THAT TIME, PROVIDED SUCH DEFECT IS IN THE OPINION OF THE ARCHITECT DUE TO IMPERFECT MATERIAL 8. SPECIAL PROJECT PROM SI ONS OR WORKMANSHIP AND NOT DUE TO THE OWNER'S CARELESSNESS OR IMPROPER USE. A. OVERH FAD OR U N RERISE OUT N D POWER SE RVI CE TH E P OWER U TI IT TY CO M PANY S HALL PROVI FE TH E B. PROVIDE TESTNG AND MANTENANCE OF EQUIPMENT AND SYSTEMS PER MANUFACTURER'S PRIMARY CONDUCTORS, SERVICE TRANSFORMER, CURRENT TRANSFORMERS, METER AND METER REQUIREMENTS DURING WARRANTY PERIOF TO ADHERE TO WARRANTY REQUIREMENTS. WIRING. CONTRACTOR SHALL PROM RE THAN SFORM ER AND CONNECTION CABINET PAD, METER BASE, CU RREN T THAN S FORM ER EN CLOS U RE, AN D OTH ER SE CON DARY WORK. CONNECTION CABINET 260500- COMMON WORK RESULTS FOR ELECTRICALGENERAL SHALL HAVE CURRENT TRANSFORMER ENCLOSURE FOR U T U TY METERING INSTALL SECONDARY SERVICE CONDUCTORS ONLY AFTER CONDUIT HAS BEEN THOROUGHLY CLEANED. FINALSERVICE 1. PROVIDE COMPLETE RACEWAY SYSTEMS FOR CONDUCTORS UNLESS OTHERWISE SPECIFIED. TERMI NAT ONS TO TRANSFORMER SHALLBE BY POWER FIT ITTY COMPANY. 2. PROVIDE COMPLETE SYSTEM OF CONDUCTORS AS REQUIRED FOR RACEWAY SYSTEMS. WHERE QUANTITIES OF B. OVERHEAD OR UNDERGROUND COMMUNICATION SERVICES. CONTRACTOR SHALL PROM FE SEEM CE CONDUCTORS ARE NOT SPECIFICAFLYINDICATED, PROVIDE NECESSARY NUMBER TO MANTAIN CIRCUITS AND ENTRANCE RACEWAYS FOR SERVICE CABLE SUPPLED AND INSTALLED BY THE COMMUNICATION FUNCTION. UTUTY COMPANY OWNER. SERMCE ENTRANCE CONDUIT SHALL BE RIGID METALLIC OR RIGID NONMETALLICTYPE AS DIRECTED BY COMMUNICATION UTILITY COMPANYAND OF THE SIZE 3. PROVIDE METAL BOXES FOR USE AS OUTLET BOXES,PUFLBOXES, ORJUNCTIONBOXES. BOXESTOINCLUDE INDICATED. SERVICE ENTRANCE CONDUIT SHALLBE SPACED A MINIMUM OF 1 FOOT FROM THE PRESSED STEEL BOXES, MASONRY BOXES, AND WEATHERPROOF CAST STEEL OR ALUMINUM BOXES. ELECTRICALSERVICE. CONDUIT SHALL HAVE PULL CORD INSTALLED. CONTRACTOR SHALL ALSO PROVIDE BACKBOARDS FOR THE UTWTY COMPANY'S USE AS INDICATED OR REQUIRED BACKBOARDS 4. PROVIDE SUPPORT FOR CONDUIT,WREWAY, JUNCTION BOXES, PULL BOXES, AND RELATED EQUIPMENT. SHALLBEE1 0 RE 0 X3/4" PLYWOOD. MOUNT BACKBOARDS WILL 8' 0 DIMENSION ORIENTED VERTICALLY ON WAFLAND TOPS' 0 ABOVEFLOOR. PANT BACKBOARDS WITH THREE COATS OF FIRE 5. PROVIDE FIRE SEALING OF HOLES AND VOIDS THROUGH FIRE RATED BARRIERS. RESISTANT PAINT TO MATCH ADJACENT SURFACE. 8. WIRE AND CABLE SIZES INDICATED ARE COPPER. ALUMINUM MAYBE USED FOR SERMCE AND FEEDER CONDUCTOR SIZES #1 AWG AND LARGER, UNLESS OTHERWISE INDICATED. ALL EQUIPMENT GROUNDING AND GROUNDING ELECTRODE CONDUCTORS SHALLBE COPPER. SHOULD ALUMINUM BE USED, THE CONTRACTOR IS RESPONSIBLE FOR RESOLVING TO THE SATISFACTION OF THE ENGINEER COORDINATION ITEMS THAT ARE A DIRECT RESULT OF THE USE OFALUMINUM CONDUCTORS IN LEU OF COPPER INCLUDING, BUT NOT LIMITED TO'. A. CONDUCTOR SIZES TO ACHIEVE THE SAME AMPACITY AND VOLTAGE DROP AS COPPER SIZES INDICATED. DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION !p �f • � ■== ENGINEERING INC, CLJENT CEN IC C SLLTING I I I 0 i i %110I AEG S 1 .' 140pj�! ,,I �¢35656% � . 04.15.201 .Ep *. 0 1 -440NAL to I 1 ej II MEP PROJECT NO. 19536 DATE 4/14/20 U GCT CHECKED Cu L r _ 0. 0 0 ^�/ W O 70 CU L N O N 0 C G ) � 0 70N .= 11111111111I� 0L Y � CU r0> (/ N MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY GCT CHECKED RCC oEXNlh,t R. a s U m i SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET E-002 B. RACEWAY, BOXES AND EQUIPMENT SIZES AND LOCATIONS. C. SHORT CIRCUIT CURRENT VALUES AND AIC RATINGS OF EQUIPMENT. T. SUBMIT PRODUCT DATA FOR CONDUIT ,BTTINGS, SUPPORTS ,WIRES , CABLES, CONNECTORS, SPLICES, BOXES, ANDFIRESEALS. MANUFACTURER SHALL HAVE AT LEAST 5YEARS EXPERIENCE IN MANUFACTURING PRODUCT. 8. COMPLY WITH APPLICABLE PORTIONS OF NEMA STANDARDS PERTANING TO METALLIC AND NONMETAWC ELECTRICAL RACEWAY. 9. PROVIDE ELECTRICAL RACEWAYS ,BOXES ,CONDUCTORS , AND CONNECTORS WHICH HAVE BEEN APPROVED, LISTED AND LIBELED BY UL. 10. PROVIDE ELECTRICAL RACEWAYS AND CONDUCTORS WHICH COMPLY WITH APPLICABLE PORTIONS OF ANSI/ASTM STANDARDS FOR CONSTRUCTION OF RACEWAYS AND CONDUCTORS. 11. PROVIDE CONDUCTORS WHICH COMPLY WTH APPLICABLE PORTIONS OF NEMMCEA STANDARDS PERTANING TO MATERIAL, CONSTRUCTION , AND TESTNG OF CONDUCTORS. 260500COMMONWORK RESULTS FOR ELECTRICALPRODUCTS 1 CONDUIT A. RIGID METAL CONDUIT SHALL BE STEEL, GALVANIZED INSIDE AND OUTSIDE. FACTORY MADE THREADS SHALL BE FULL CUT AND GALVANIZED AFTER THREADING. THE CONDUIT SHALL BE FIT USTED AND SHALL MEET THE REQUIREMENTS OF FIT 6 AND ANSI C80.1. B. ELECTRICAL METAWC TUBING SHALL BE HOT- DIPPED GALVANIZED OR ELECTED GALVANIZED STEEL WITH AN INNER COATING TO PROTECT CABLES AND AD PULLING. THE CONDUIT SHALL BE ULLSTED AND SHALL MEET THE REQUIREMENTS OF UL 797 AND ANSI C803. C. FLEXIBLE METAL CONDUIT SHALL BE COMPOSED OF ONE SPIRALLY WOUND CONTINUOUS STRIP OF INTERLOCKED GALVANIZED STEEL THE CONDUIT SHALL CONFORM TO FEDERAL SPECIFICATION WW -C 566CAND SHALLBE UL LISTED. D. LIQUID TIGHT FLEXIBLE METAL CONDUIT SHALL BE GALVANIZED STEELWTH AN GLAND SUNLIGHT RESISTANT POLYVINYL CHLORIDE JACKET BONDED OR EXTRUDED ONTO THE EXTERIOR. LIQUID TIGHT FLEXIBLE METAL CONDUIT SHALL BE APPROVED FOR GROUNDING. LIQUID TIGHT FLEXIBLE METAL CONDUIT SHALL MEET ULSTANDARD FOR SAFETY, UL360. E. RIGID NONMETALUC CONDUIT, UNLESS OTHERWISE NOTED, SHALL BE SCHEDULE RIGID PLASTIC, PVC RATED FOR USE WI TH 90 DEGREE C WI RE AND SHALLBE UL U STED AND CONFORM TO UL 651, WC 1094AAND NEMA TC -2 F. RIGID NONMETAWC TYPE EE- 20 CONDUIT SHALL BE ETLLISTED, TESTEDTOUL651-A, ANDMEETTHE REQUIREMENTS OF NEMA TC-6AND ASTM F-512. 2. CONDUITHTTINGS A. FITTINGS FOR RIGID METAL CONDUIT SHALL BE GALVANIZED OR CADMIUM PLATED. FITTNGSSHALL BETHREADED. COUPLINGS SHALL BE OF GALVANIZED STEEL LOCKNUTS AND BUSHINGS SHALL BE STEEL OR MALLEABLE IRON. BUSHINGS SHALL HAVE NYLON INSULATED THROAT. B. CONNECTORS, COUPLINGS AND COMBINATION COUPLINGS FOR EMT SHALL BE STEEL SETSCREW OR STEEL COMPRESSION TYPE. INSULATED THROAT CONNECTORS SHALLBE USED FOR SIZES 1 INCH AND SMALLER. UNINSULATED CONNECTORS WITH INSULATED BUSHING SHALLBE USED FOR SIZES LARGER THAN I INCH. C. FITTINGS FOR FLEXIBLE METAL CONDUIT AND UQUID TIGHT FLEXIBLE METAL CONDUIT SHALLBE OFA TYPE SPECIFICALLY DESIGNED FOR THE PURPOSE. D. FITTINGS FOR RIGID NONMETAWC CONDUITS SHALL BE OF SAME MATERIALAND MANUFACTURER AS CONDUIT. NON-METAWC FITTINGS SHALLBE FIT USTED AND CONFORM TO FIT 514 E. EXPANSION FITTINGS ACROSS STRUCTURALJOINTS SHALLBE OFA DESIGN TOCOMPENSATEFOR EXPANSION AND CONTRACTION AND SHALLBE SEALED TO PREVENT ENTRANCE OF WATER OR MOISTURE EXPANSION FITTINGS SHALL BE APPROVED FOR GROUNDING DUTY. F. ADAPTERS FOR JOINTS BETWEEN PVC AND STEEL CONDUITS SHALL BE FIT STED CARLON E942AND E943 SERIES. 3. WIREAND CABLE A. CONDUCTORS SHALL BE REWARD UNUSED. WIRE AND CABLE SHALL BE COPPER SINGLE CONDUCTOR TYPE WITH 000VINSULATON, UNLESS OTHERWISE NOTED. CONDUCTOR SHALLBE SOFT ANNEALED CLASS B, PER ASTM B-3 FOR SOU D W RE AN D ASTM E-8 FOR STRAN DED VIRE. CONDUCTORS SHALLBE MINIMUM 98% CONDUCTIVE. B. ALUMINUM CONDUCTORS SHALL BEAN ALUMINUM ALLOY THAT IS LISTED OR LABELED BY ULAS "COMPONENT ALUMINUMWEESTOCK (CONDUCTOR MATERIAL)" TYPE EC/1350 ALUMINUM IS NOT ACCEPTABLE. CONDUCTORS SHALLBE "STABILOY"AS MANUFACTURED BYALCAN. C. NUMBER 10 AWG AND SMALLER WIRE EXCEPT FOR MOTOR CIRCUITS SHALL BE SOLID WITH TYPE THHN, OR THWN INSULATION. LARGER VIRE AND MOTOR CIRCUIT FEEDERS SHALLBE STRANDED WITHTYPETHHN, OPTHWNINSULATON. CONDUCTORS FOR SERVICE ENTRANCE USE OR WHERE USED UNDERGROUND SHALLBE TYPE XHHW ONLY. GROUNDING CONDUCTORS SHALLBE COPPER. D. INSULATION SHALL BE FLAME RETARDANT HEAT RESISTANT POLYVINYL CHLORIDE PVC ETHYLENE PROPYLENE (EP) OR POLYETHYLENE SHALL (PE) WITH MINIMUM INSULATION THICKNESSES PER TABLE 310-13 OF THENEC. THEORPV ANSHALL CONFORM TO THE REQUIREMENTS OF UL8310EA E-0&510 FOR EP,ICEA Se1-402FOR Pvc ANo PE. E. TYPE THWN OR THHN VIRE AND CABLE SHALL HAVE A OUTER NYLON JACKET CONFORMING TO UL 83. CABLES SHALLBE MANUFACTURED TO MEET THE STANDARDS OF INSULATED CABLE ENGINEER'S ASSOCIATION (ICEA). F. MC CABLE NOTALLOWED. G. NM CABLE NOTALLOWED. H. WIRE PULLING LUBRICANT SHALLBE EQUALTOIDEAL"AQUAGELCN" OR DOWCORNING COMPOUND #7 4. CONNECTORSAND SPLICES A. FOR SOUDWIRE SIZE#10AND SMALLER,"SCOTCHLOK" INSULATED TWISTONCONNECTORS OR COMPRESSION TYPE, 000VINSULATED ORACCEPTABLE SUBSTITUTION. B. FOR STRANDEDWIRE,"BURNED HYDENT" HDDRAUIJC COMPRESSION TYPE, TAPED TO 600V INSULATION LEVEL. 5. PULLANDJUNCTION BOXES A. PROVIDE CODE GAUGE SHEET METAL BOXES WITH SUITABLE COVERS, TRIMS, ETC. BOXES TOBE SIZED, PER THE NEC, BY NUMBERAND SIZE OF CONDUITS AND CONDUCTORS, UNLESS OTHERWISE NOTED 6 OUTLET BOXES A. BOXES SHALL BE LNC OR CADMIUM- PLATED CODE GAUGE PRESSED STEELAND OF THE KNOCKOUT TYPE. DEPTH MAY VARY TO SUIT REQUIREMENTS OF LOCATION. B. BOXES SHALL ACCOMMODATE DEVICES TO BE INSTALLED AND SHALL BE SIZED AS REQUIRED BY THE NEC FOR NUMBER AND SIZE OF CONDUITS AND CONDUCTORS ENTERING AND LEAVING. ROUND BOXES SHALL NOT BE PERMITTED, EXCEPT WHERE SPECIFICALLY CALLED FOR. C. SPECIAL OVERSIZED OUTLET BOXES SHALL BE CODE GAUGE STEELAND OF THE KNOCK -OUT TYPE . BOXES SHALLHAVE SCREW MOUNTED COVERS FOR SURFACE OR FLUSH MOUNTING. BOXES SHALL BE SIZED AS INDICATED ORAS REQUIRED BY THE NATIONAL ELECTRICAL CODE. SPECIAL OUTLET BOXES SHALL ACCOMMODATE THE EQUIPMENT SERVED. D. WEATHERPROOF BOXES SHALL BE CASTALUMINUM WITH THREADED HUBS. BOXES SHALL HAVE SCREW MOUNTED, GASKETED COVERS. 7. SUPPORTS A. HANGERS, STRAPS AND SUPPORTS SHALL BE OF CORROSION RESISTANT OR GALVANIZED STEEL B. SINGLE RUNS GALVANIZED MALLEABLE RON CONDUIT STRAPS FOR SURFACE MOUNTNG OR 3/8 INCH THREADED ROD WITH STEEL ONE BOLT CONDUIT CLAMPS FOR ALL SUSPENDED RUNS. C. MULTIPLE RUNS. CHANNEL SUPPORT FOR SURFACE MOUNTING OR TRAPEZE STYLE HANGERS OF I-5/8 INCHES BY 1-5/8INCHES GALVANIZED STEEL CHANNELS, SUPPORTED BY 3/8 INCH THREADED ROD FOR ALL SUSPENDED RUNS. SIZE HANGERS TO ALLOW FOR 25 PERCENT ADDITIONAL CONDUITS. D. SUPPORTS AND HARDWARE SHALL BE GALVANIZED STEEL, EXCEPT THAT HIGH CARBON SPRING STEEL SUPPORTS MAY BE USED IN STEEL STUD WALLS TO SUPPORT HORIZON TAL AN D VERTICAL CONDUIT UP TO 3/4I NCH. E. PERFORATED PLUMBING TAPE IS NOT PERMITTED IN ANY SUPPORT APPLICATION. 8. ANCHOR METHODS A. HOLLOW MASONRY. TOGGLE BOLTS OR SPIDER TYPE EXPANSION ANCHORS. B. SOLID MASONRY (EXCLUDING CONCRETE). STEEL EXPANSION BOLTS. C. NEW CONCRETE. PRESET INSERTS WITH MACHINE SCREWS AND BOLTS. D. EXISTING CONCRETE. STEEL EXPANSION BOLTS. E. WOOD SURFACES. WOOD SCREWS. F. STEEL WELDED THREADED STUDS OR GALVANIZED STEEL CLAMPS. G. UGHT STEEL SHEET METAL SCREWS. 9. FIRE SEALS A. FIRE SEALS FOR WALLS AND FLOORS SHALL BE AN INTUMESCENT MATERIAL CAPABLE OF EXPANDING TO RLLVOIDS WHEN EXPOSED TO TEMPERATURES BEGINNING AT 250 DEGREE F (121 DEGREE C). THE SEAL SYSTEM SHALLBE U L CLASSIFIED AND HAVE ICBG, BOCA, AND SBCC RATNGS TO 3 HOURS. THE SEAL SYSTEM FIRE RATING SHALL EQUAL OR EXCEED THE BRE RATING OF THE PENETRATED SURFACE TO COMPLY WTH NEC SECTION 300 21. 260500COMMONWORK RESULTS FOR ELECTRICALEXECUTION 1. CONDUIT INSTALLATION A. BURIED RACEWAYS, EXCEPT WHERE CONCRETE ENCASED, SHALL BE RIGID METAL CONDUIT OR RIGID NONMETALLIC CONDUIT. B. RACEWAYS IN CONCRETE ENCASED DUCT BANKS SHALLBE TYPE EE- 20 RIGID NONMETALLIC CONDUIT. C. WHERE RIGID NONMETALLIC CONDUITIS USED FOR BURIED OR ENCASEDAND BURIED CONDUIT RUNS, USEA MINIMUM OF 5 FEET OF RIGID METALLIC CONDUIT AT [FOUNDATION] [AND] [MANHOLE] PENETRATIONS. D. HAZARDOUS AREAS RACEWAYS SHALLBE RIGID METALCONDUIT ONLY. E. RACEWAYS OUTDOORS, ANDIN LOCATIONS SUBJECTTO MECHANICALINJURY SHALLBE RIGID METAL CONDUIT F. MOTOR, VIBRATING EQUIPMENT, AND ROOFTOP MOUNTED HEATNG, VENTILATING, ANDAIR CONDITIONING EQUIPMENT CONNECTIONS SHALLBE MADE WITH PVCJACKETED UQUID TIGHT FLEXIBLE METALU C CONDUIT FOR THE LAST 2 FEET WI TH UQUID T GH T CONNECTORS. SIMILAR EQUIPMENT CONNECTIONS IN ENVIRONMENTALAR PLENUMS SHALLBE MADE WITH FLEXIBLE METAL CONDUIT G. RACEWAYS IN OTHERAREAS SHALLBE ELECTRICAL METALLIC TUBING UNLESS OTHERWISE NOTED. 2. CONDUITSIZES A. MINIMUM SIZE ALLOWABLE FOR GALVANIZED RIGID METAL CONDUIT OR EMT SHALL BE TO INCH B. MINIMUM SIZE ALLOWABLE FOR UQUID TIGHT FLEXIBLE METAL CONDUIT SHALL BE 3/4 INCH C. MINIMUM SIZE ALLOWABLE FOR FLEXIBLE METAL CONDUIT SHALLBE 3/4 INCH EXCEPT FOR LUMINAIRE AND CONTROL WI RI NG FOR WHICH 3/81 NCH SHALL BE ALLOWED. 3. CONDUIT EXECUTION A. UNLESS NOTED AS ALUMINUM, CONDUCTOR AND CONDUIT SIZES SHOWN ON DRAWINGS ARE BASED ON THE USE OF COPPER CONDUCTORS. B. W RE AND CABLE SHALL BE RUN IN METAL RACEWAYS, EXCEPT WHERE N ONMETAW C RACEWAYS HAVE BEEN SPECIFICALLY APPROVED. C. CONDUIT SHALL BE RUN PARALLEL TO WALLS,CBUNGS, AND BUILDING ONES WHEREVER POSSIBLE. D. CONDUIT SHALL BE INSTALLED IN FINISHED WALLS AND ABOVE SUSPENDED CBUNGS.CONDUIT ROUTED ABOVE SUSPENDED CBUNGS SHALLBE SURFACE MOUNTED TO THE STRUCTURALCBUNG. WHEN ABOVE SUSPENDED CBUNGS ROUTE CONDUITS ABOVE SUSPENDED LAWN CBUNG INSTEAD OF SUSPENDED HARD CBUNGS WHEREVER POSSIBLE. COORDINATE THE ROUTING OFALLOTHER CONDUI T WI TH THE ARCHITECT PRIOR TO ROUGH) N. E. WHERE FLEXIBLE METAL CONDUIT IS USED FOR EQUIPMENT CONNECTIONS OR OTHER SPECIAL (APPROVED) SITUATIONS, GROUND CONTINUITY SHALLBE PROVIDED IN ACCORDANCE WITH THE NEC. UQUID TGHT FLEXIBLE METAL CONDUIT SHALLBE USED FOR FLEXIBLE EQUIPMENT CONNECTORS IN DAMP AND WET AREAS EXCEPT WHERE INSTALLED IN ENV[ RONMENTALAI R PLENUMS WHERE FLEXIBLE METAL CONDUIT SHALL BE USED. F. DO NOT CUT, NOTCH OR DRILL STRUCTURAL FRAMING MEMBERS FOR THE INSTALLATION OF CONDUIT W TH OUT THE ARCHITECT'S APPROVALI N EACH CASE. G. WHERE RIGID METALCONDUIT ENTERS A BOX, FITTNG OR DEVICE THROUGH A KNOCKOUT DOUBLE LOCKNUTS AND AN INSULATED METAWC BUSHING SHALL BE USED. EMT SHALL TERMINATE AT KNOCKOUTS WITH AN INSULATED THROAT FITTING AND ONE LOCKNUT. CONNECTORS SHALL BE MADE UPTIGHT TO ENSURE ELECTRICAL CONTINUITY OF THE RACEWAY SYSTEM. PROVIDEGROUNDING BUSHINGS AT EACH JUNCTION BOX, PULLBOX, OR ENCLOSURE AS REQUIRED BY THE NEC. H. RIGID METAL CONDUIT SHALL BE REAMED AFTER THREADS ARE CUT. JOINTS SHALL BE CUT SQUARE AND SHALL BUTT SOUDLYINTO COUPLINGS. RUNNING THREADS SHALL NOT BE PERMITTED. CUT ENDS OF EMT SHALL ALSO BE REAMED. I. BENDS IN RIGID METAL CONDUIT AND EMT RUNS LARGER THAN I- 114 INCHES SHALL BE FACTORY- MADE ELBOWS UNLESS OTHERWISE SPECIFICALLY APPROVED. BENDS IN 1-114INCH AND 1 INCH RUNS SHALL BE MADE IN AN APPROVED BENDING MACHINE OR FACTORY MADE. HICKEY BENDS SHALL NOT BE PERMITTED IN CONDUITS LARGER THAN 3/41 NCH. FIELD BENDS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEC. J. INSTALL EXPANSION BTTNGS WHERE CONDUIT CROSSES AN EXPANSION JOINT IN STRUCTURE OR IS IN AN ENVIRONMENT WHERE TEMPERATURE CHANGES COMBINED WITH CONDUIT RUN LENGTH PRODUCE EXPANSION OR CONTRACTION STRESS ON THE INSTALLATION . ENDS OF CONDUIT SHALL BE PROVIDED WITH INSULATED GROUNDING BUSHINGS. COPPER GROUND RINGS ORA FLEXIBLE BONDING JUMPER, EQUAL TO AT LEAST THREE LIVES THE NOMINALWDTH OF THE JOINT, SHALL BE PROVIDED TOINSURE A CONTNUOUS GROUND BETWEEN CONDUITAND FITTING. K. PROVIDE SEPARATE CODE- SIZED GROUND CONDUCTOR FOR EACH RUN OF CONDUIT. CONDUITSHALL BE SIZED TO ACCOMMODATE GROUND CONDUCTOR. L INSTALL BURIED OR ENCASED AND BURIED CONDUITS IN ACCORDANCE WITH SECTORS 3005 OF THE NEC. WHERE POSSIBLE, EXTERIOR CONDUITS SHALLBE BURIED AT MINIMUM OF 30 INCHES BELOW GRADE OR AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALLVERIE'WITH ARCHITECT, PRIOR TO INSTALLATION, EXTERIOR BURIED CONDUITS NOT BURIED A MINIMUM OF 30INCHES BELOW GRADE. SLOPE CONDUIT TO DRANAGE POINTAT LEAST 41NCHES PER 100 FEET. M. ADJUSTMENTS IN UNE AND GRADE FOR DIRECT BURIED OR ENCASED AND BURIED CONDUITS SHALL BE VIA LONG SWEEPS WITH MINIMUM OF48INCH RADIUS. ROUTE SUCH CONDUITS BELOW EXISTING OR NEW GAS ONES. N. MULTIPLE RUNS OF CONDUIT BELOW GRADE UNDER SLAB SHALL BE INSTALLED IN TRENCHES BACKFILLED WITH SAND. EACH LATHER OF CONDUIT SHALL BE INSTALLED SEPARATELY, BACKB LLED WITH SAND, AND COMPACTED TO THE DEPTH NEEDED TO PROVIDE CONTINUOUS SUPPORT FOR THE NEXT LATHER OF CONDUIT. SAND SHALLBE SPREAD EVENLY AND COMPACTED TO GRADE LEVEL FOR COVERAGE OF THE FINAL LATHER OF CONDUIT OFFSET J01 NTS TO MA N TAI N UNIFORM SPACING BETWEEN CONDUIT. 0. DIRECTBURIED OR ENCASED AND BURIED CONDUITS SHALLBRST BE SWABBED OUTAND THEN SHALL BE CAPABLE OF PASSINGA RIGID BALL1/41NCH SMALLER THAN THEINSIDE DIAMETER OF CONDUIT. SUCH CONDUITS FOR FUTURE USE SHALLBE CAPPED TO PREVENT ENTRY OF DIRT AND DEBRIS. R. PROVIDE ROOFJACKS FOR WATERPROOFING CONDUIT PENETRATIONS OF ROOF. CONDUITROUTING AND MOUNTING ON ROOFS SHALLBE COORDINATED WITH THE ARCHITECT. UNLESS OTHERWISE INDICATED OR REQUIRED, CONDUIT SHALLBE MOUNTED 121NCHES ABOVE THE FINISHED SURFACE OF FLAT ROOFS ON REDWOOD OR TREATED WOOD STANDOFFS. CONDUITS SHALLBE PERMANENTLY ATTACHED TO STANDOFFS. STANDOFFS SHALLREST FREELY ON ROOF WTHOUT BEINGANCHORED TO ROOF SURFACE. S. JOINTS FOR RIGID NONMETAWC CONDUITSHALLBE SOLVENTCEMENTED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. T. ELBOWS FRO M B ELOW GRADE CON DUI T TO AB OVE GRADE SH ALL B E PVC J ACKETED RI GI D M FLAT CONDUIT AND SHALL EXTEND B INCHES ABOVE GRADE OR FINISHED FLOOR. PVC CORROSION RESISTANT TAPE SHALL NOT BE PERMITTED. U. CON DU T EX TEN DI NG FROM BFLOW GRADE TO ABOVE GRADE, OR CON DU T STU BBI NG OUT OF FLOORS, SHALLBE RIGID METAL CONDUIT FORA MINIMUM OF 12 INCHES ABOVE GRADE OR FINISHED FLOOR V. WH EREVER CON DUI TS EN TER STRU CTU RE TH ROU GH FOU N OAT ON BE LOW GR OU N D LEVEL ,ISE OUT AROUND CONDUIT WITH WATERPROOF GROUT OR I N STALL WALL AN D FLOOR ENTRANCE SEALS. SEALS SHALLBE OZ/GE ONELF WS SFRIES FOR NEW CONSTRUCTION AND OGEONELF CSM SFRIES FOR EX STI NG STRUCTURES. W. CON DUI TS WHI CH PI ERCE A R T GH T SPACES OR P LE N U M S S HALL B E S FAILED TO PEEVE T LEAKAGE. X. CARE S HALL BE TAKEN TO AVOID PLACI N G CON DU I IS WH ERE TH EY S HALL BE SU BJ ECTEF TO EXCESSIVE HEAT. LOCATE CONDUITS A MINIMUM OF 12 INCHES FROM FLUES, STEAM ONES, HOT WATER ONES, ETC. Y. CON DUI T EN DS SHALL BE CAPP ED U SI N G STAN HARD CAP PED B U S HI N GS TO PREVEN T EN THAN CE OF FOREIGN MATERIALS DURING AND AFTER CONSTRUCTION . WHEN CONDUITINSTALIATION IS NOT IN PROGRESS CLOSE OPEN ENDS OF CONDUIT WITH TEMPORARY PLUGS OR CAPS. Z. CLEAN CONDUITS PRIOR TO INSTALLATION OF VIRES. INSTALLA NYLON PULUNG UNE IN EACH CONDUITS RUN ASSEMBLY OR AFTER COMPLETION OF EACH CONDUIT RUN ASSEMBLY FOR INSTALLATION OF VIRES OR FOR FUTURE USE. 4. W RE AN D CAB LE I N STALLATI ON A. MINIMUM VIRE SIZE FOR LIGHTING AND POWER CIRCUITS SHALL BE #12 SIGNALAND CONTROL CIRCUITS MAY USE #14 EXCEPT AS NOTED. WIRING SHALL BE INSTALLED IN CONDUIT, UNLESS OTHFEWI SE NOFF D. B. UNLESS OTHERWISE INDICATED, THE MAXIMUM NUMBER OF BRANCH CIRCUITS ALLOWED IN EACH CONDUIT SHALL BE THREE. IN SUCH CASES, THE BRANCH CIRCUITS SHALLALSO BE OF DIFFERENT PHASES C. UNLESS OTHERWISE INDICATED OR REQUIRED, THE FOLLOWING SCHEDULE SHALL BE ADHERED TO FOR CONDUCTOR SIZES. 20 A OR LESS #12 AWG 30 A #10 AWG 40A a8AWG 50A #6AWG BOA a4AWG TOA a4AWG 80A #3AWG 90A a2AWG 100 A a 1 AWG D. TO U MI T VOLTAGE DR OR 120 V BRAN CH A RCUI TS WI TH LEN GTH FR OM PAN EL TO FI RS T OU FLET EXCEEDI NG 75 FEET SHALL BE #10 OR LARGER. WI RE SIZES FOR OTHER BRANCH A RCUI TS SHALL BE SIZED TO UMI T VOLTAGE DROP TO 3% E. SOLD WEE #10 AND SMALLER SHALL BE CONNECTED AS SPECIFIED HEREIN AND SHALL BE MADE ITGHTIN CON FORMAN CE W TH MANUFACTURERS RE COM M EN OAT[ ON S. F. STRANDED WIRE SHALL BE CONNECTED AS SPECIFIED HEREIN AND THOROUGHLY TAPED WITH SC DITCH #33 OR ACC EP TABLE SU BS TI TU T ON AP PROVED EQUAL FILE CTRI CAL TAP E. G. P ROVIDE EQU I PM EN T LU GS COM PATI BLE W TH WI RE SI ZES I N DI CATER. LU GS SHALL N OF B E RATED LESS THAN EQUIPMENT RATNG. PROVIDE BOX SIZES TO ACCOMMODATE VIRE BENDING RADIUS REQUIREMENTS. REVISE FEEDERS AS NEEDED, MAN TAI NI NG THE AMPERE RATING AND FAULT CURRENT VALUES INDICATED, FOR COMPAT BI U TY WTH EQUIPMENT LUGS, U LU STI NGS, OR MANUFACTURER'S RECOM M EN OAT[ ON S. H. INSTALLWIRING AFTER CONCRETE, PLASTERING, ETC., WORKISCOMPLETE. CAREFULLYPULLWRE UNSPUCED BETWEEN OUTLETS. USE APPROVED PULLING LUBRICANT AS NECESSARY TO PREVENT INSULATION CUTTING OR NICKING. BRANCH CIRCUIT AND FEEDER WIRING SHALL BE COLOR CODED IN ACCORDANCE WI TH NEC AND IN ACCORDANCE WTH THE FOLLOWING SCHEDULE CONDUCTOR 240/120V/10 2081 PHASE BLACK BLACK PHASE RED RED PHASE C - BLUE NEUTRAL WHITE WHITE GROUND GREEN GREEN I. MOTOR CIRCUITS AND FEEDERS SHALL UTIUZE STRANDED CONDUCTORS. J. ALL ELECTRICALWIRING SHALLBE INSTALLED IN CONDUIT. ALL HOME RUNS SHALL BE RUN IN CONDUIT. OBTAIN WRITTEN APPROVAL FROM DESIGN ENGINEER AND PROPERTY MANAGEMENT FOR THE USE OF "MC" AND "AC" TYPE CABU NG. IF APPROVED, "MC" AND "AC" TYPE CABLE SHALL BE PERMITTED FOR USE IN BRANCH CIRCUIT WIRING FROM JUNCTION BOXES TO DEVICES ONLYAND FOR U GH T FIXTURE WHIPS TO J -BOX WITHIN BFT. "MC" AND "AC" CABU N G SHALL BE INSTALLED PER NATIONAL ELECTRICAL CODE AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. USEAPPROVED TYPE COUPLINGS AND CONNECTORS. PROVIDE CONDUIT SUPPORTS AS REQUIRED BY THE NATIONAL ELECTRICAL CODE ASA MINIMUM. PREMANUFACTUREDCABLE ASSEMBU ES SHALL NOT BE PERMITTED. 5. PULLAND JUNCTION BOX INSTALLATION A. LOCATE PULL BOXES AND JUNCTION BOXES ABOVE REMOVABLE CBUNGS ORIN ELECTRICAL ROOM, UTUTYROOMS, ORSTORAGEAREAS. B. PULLAND JUNCTION BOXES SHALL BE SUPPORTED INDEPENDENTLY OF THE CONDUIT SYSTEM AND SHALLBEPLUMB. SUPPORTS SHALL BE NONCOMBUSTBLE AND CORROSION RESISTANT. SUSPENDED PULLAND JUNCTION BOXES SHALL BE SUPPORTED WTH THREADED ROD HANGERS AND GALVANIZED STEELCLAMPS, OR TRAPEZE HANGERS OF UNI STRUT OR KI ADORE CHANNEL C. PULLAND JUNCTION BOXES SHALL BE ACCESSIBLE. 6 OUTLET BOX INSTALLATION A. EACH LIGHTING OUTLET SWITCH CONVENIENCE OUTLET, COMMUNICATION OUTLET, OROTHER MISCELLANEOUS DEVICE SHALL BE PROVIDED WITH ASUITABLE BOX. B. CONVENIENCE OUTLETS AND TELEPHONE AND DATA OUTLETS SHALL BE PROVIDED WITH DOUBLE GANG BOXES AND SINGLE DEVICE TRIM PLATES WHERE SINGLE DEFACES ARE INDICATED. C. WHERE TWO OR MORE SIMILAR TYPE DEVICES OCCUR ADJACENT TO EACH OTHER, THEYSHALLBEIN AGANGTYPEBOXWTHAGANG TYPE COVER. WHERE DIFFERENT TYPE DEVICES OCCUR ADJACENT TO EACH 0TH ER, SPACE OUTLET BOXES SO THAT FINISH PLATES SHALL BE SPACED 1 INCH APART. D. 4" SQUARE (DOUBLE GANG) JUNCTION BOX WITH SINGLE GANG PLASTER RING FOR ALL NEW COMBINATION TELEPHONE/DATA OUTLETS. STUB 1" EMPTY CONDUI T U P TO 0" ABOVE ACCESSIBLE CEIUNG WTH PULLWIREIN CONDUIT AND PLASTIC BUSHINGS ON CONDUIT ENDS. OWNER'S COMMUNICATION'S SYSTEM VENDOR UNDER SEPARATE CONTRACT SHALL PROVIDE ALL COMMUNICATION DEVICES AND WIRING. COORDINATE EXACT REQUIREMENTS AND OUTLET LOCATIONS WITH ARCHITECTURAL PLANS PRIOR TO ROUGH IN. E. INSTALL OUTLET BOXES SECURELY IN PLACE, PLUMB WITH BUILDING ONES IN ACCORDANCE WITH NEC. RECESS OUTSIDE EDGE AND ASSOCIATED TRIM PLATES FROM FINISHED SURFACE IN ACCORDANCE WITH NEC. PROVIDE BLANK COVERS, WHICH MATCH DEVICE PLATES IN AREA, FOR OUTLETS NOT SPECIFIED WITH COVERS. OUTLETS IN PLASTERED, PANELED, AND FURRED FINISHES SHALL BE EQUIPPED WITH TRIM PLATES AND EXTENSIONS OF SUCH DEPTHS AS TO BRING OUTLETS FLUSH WITH FINAL SURFACE FINISH. F. WALL OUTLETS IN EXPOSED BLOCK OR MASONRY CONSTRUCTION SHALL HAVE EXTENSION AND DEVICE MOUNTING STRAPS AS REQUIRED TO PROVIDE ONLY SUCH WALL OPENINGS AS MAYBE COVERED BY DEVICE PLATES WITHOUT THE USE OF MORTAR OR OTHER FILLER MATERIAL G. BOXES SHALL BE SUPPORTED INDEPENDENTLY OF THE CONDUIT SYSTEM AND SHALL BE PLUMB. SUPPORTS SHALL BE NONCOMBUSTIBLE AND CORROSION RESISTANT. SUSPENDED BOXES SHALL BE SUPPORTED WTH THREADED ROD HANGERS AND GALVANIZED STEEL CLAMPS, OR TRAPEZE HANGERS OF UNISTRUT OR LAHORE CHANNEL WHERE THE SUSPENDED CBUNG SYSTEM IS APPROVED FOR THE APPLICATION, OUTLET BOXES MAYBE SUPPORTED WITH BAR HANGERS ATTACHED TO THE CB U NG CHANNELS. H. I NSTALLADDI TI ONAL STRAPS OR CROSS BRACING TO ENSURE COMPLETE RIGID INSTALLATION IN STEEL STUD SYSTEM, BRACING PRIOR TO INSTALLATION OF WALL FINISH MATERIAL I. "BACK-TOBACK" OUTLETS IN THE SAME WALL, OR "THRU-WALL" TYPE BOXES SHALL NOT BE PERMITTED. PROVIDE 12 INCH (MINIMUM) LONG NIPPLE TO OFFSET OUTLETS SHOWN ON OPPOSITE SIDES OFA COMMON WALL TO MINIMIZE SOUND TRANSMISSION. J. OUTLET BOXES ON OPPOSITE SIDES OF BRE RATED WALLS AND PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF AT LEAST 24INCHES . K. PROVIDE LUMINAIRE OUTLETS WITH 3/8 INCH NO BOLT FIXTURE STUD WHERE REQUIRED. L. TELEPHONE OUTLETS SHALL BE MOUNTED AT THE SAME HEIGHTAS ADJACENT RECEPTACLE OUTLETS UNLESS NOTED OTHERWISE. T. SUPPORT INSTALLATION A. INSTALL I NDIVI DUAL AND MU LT FILE RACEWAY HANGERS AND RISER CLAMPS TO SUPPORT RACEWAYS. PROVIDE ALL HARDWARE AS REQUIRED FOR HANGER ASSEMBU ES AND FOR SECURING HANGER RODS TO CON DUI TS. B. MULTPLE RUNS OF CONDUITS ON CBUNGS AND WALLS SHALL BE MOUNTED ON UNISTRUT OR KINDORFCHANNELS. PERFORATED PLUMBERS TAPE SHALL NOT BE USED. C. CADDY CUPS WITH SUPPORT VIRES USING NOT LESS THAN N0. 14 VIRE MAYBE USED ONLYFOR SINGLE SUSPENDED RUNS OF EMT OR RIGID CONDUIT UP TO 3/4INCHES D. CONDUIT AND BOX SUPPORTINSTALLATION SHALL PREVENT DISPLACEMENT OF CONDUIT IN ANY DIRECTION E. IN STEELSTUD WALLS, HIGH CARBON STEEL SPRING CUPS MAYBE USED TO SUPPORT CONDUITS UP TO 3/41NCH, AND BOXES TO METAL STUDS. F. SUPPORTS, WHETHER FOR SINGLE OR MULTPLE RUNS, REGARDLESS OF TYPE SHALL HAVE STRENGTH ADEQUATE TO SUPPORT AT LEAST FOUR TIMES THE PRESENT LOAD, A MINIMUM OF 200 -LB DESIGN LOAD. 8. FIRE SEALINSTALLATON A. FIRE SEALINSTALLATIONS SHALL BE PERFORMED PER MANUFACTURER'S RECOMMENDATIONS AND SHALL CONFORM TO STANDARD FIT FIRE STOP SYSTEM DETAILS. ALL CABLES OR CONDUITS SHALL BE FIRMLY SECURED AND CLEANED WHERE PENETRATING THE FIRE RATED SURFACE. FlRE SEALS SHALL NOTACTAS SUPPORTS. 260528 -GROUNDING -PRODUCTS 1. PROVIDE A COMPLETE GROUNDING SYSTEM IN ACCORDANCE WTH THE SPECIFICATIONS AND DRAWINGS. DRAWINGS DO NOT NECESSARILYINDICATE EVERY REQUIREMENT. ITEMS NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS OR DRAWINGS, BUT WHICH ARE NECESSARY TO MAKE COMPLETE INSTALLATION SHALLBE INCLUDED. WHERETYPES, SIZES, RATINGS, AND QUANTITES INDICATED ARE IN EXCESS OF NEC REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS GOVERN. 2 EQUIPMENT AND BONDING JUMPER CONDUCTORS. COPPER AND INSULATED WITH GREEN INSULATION OR MARMNG UNLESS OTHERWISE NOTED. 3. GROUNDING ELECTRODE CONDUCTORS. COPPER STRANDED CABLE, UNLESS OTHERWISE INDICATED. 4. UNDERGROUND GROUNDING CONDUCTORS. COPPER ,BARE ,JARED , ANDSTRANDED, UNLESSOTHERWSE INDICATED. 5. MAIN BONDING JUMPER FACTORYINSTALLED WITH SERVICE ENTRANCE EQUIPMENT WHEN POSSIBLE OTHERWISE FIELD INSTALLED CONDUCTOR. 8. GROUNDINGRODS.COPPER-CLADSTEEL, 3/4 INCH BY 120INCHES. 260528- GROUNDING EXECUTION 1. GROUNDING CONDUCTORS. AVOID OBSTRUCTING ACCESS OR PLACING CONDUCTORS WHERE THEY MAYBE SUBJECTED TO STRAN, IMPACT, ORDAMAGE. CONDUCTORS SHALLBE FORMED TO THE CONTOUR OF EQUIPMENT AND FIRMLY SUPPORTED. 2. UNDERGROUND GROUNDING CONDUCTORS. BURYAT LEAST 24 INCHES BELOW GRADE. IF INSTALLED NEAR THE BASE OFA STRUCTURE, IT SHALL BE IN EARTH AND AS FAR FROM THE STRUCTURE AS THE EXCAVATION PERMITS BUT NOT CLOSER THAN B INCHES. 3. METALWATER SERVICE PIPE. WHERE A DIELECTRIC MAIN WATER FITTING IS INSTALLED, CONNECT GROUNDING CONDUCTOR TO STREET SIDE OF BITING. DO NOT INSTALLA GROUNDING JUMPER ACROSS DIELECTRIC FITTNGS. 4. WATER METER PIPING USE BONDING JUMPERS TO ELECTRICALLY BYPASS WATER METERS. CONNECTTORPE WITH GROUNDING CLAMP CONNECTORS. 5. LIFER GROUND (CONCRETE -ENCASED GROUNDING ELECTRODE). FABRICATE ACCORDING TO NEC. BOND GROUNDING CONDUCTOR TO REINFORCING STEEL) N AT LEAST 4 LOCATIONS AND TO ANCHOR BOLTS. 8. GROUNDINGRODS. DRIVE FALL TOPS ARE 2 INCHES BELOW FINISHED FLOOR OR FINAL GRADE. CONNECTONSTO RODS SHALLBE BY EXOTHERMIC WELD, UNLESS AS OTHERWISE INDICATED. MAKE THESE CONNECTIONS WITHOUT DAMAGING COPPER COATING OR EXPOSING STEEL 7. EQUIPMENT GROUNDING CONDUCTORS. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR WITH ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS, UNLESS OTHERWISE INDICATED. A PROPERLY SIZED COMMON EQUIPMENT GROUNDING CONDUCTOR MAYBE USED FOR MULTPLE FEEDERS OR BRANCH CIRCUITS ROUTED WITHIN A SINGLE CONDUIT. 8. SIGNALANDCOMMUNICATON SYSTEMS. FOR TELEPHONE SYSTEM, FIRE ALARM AND DETECTION SYSTEM DATA SYSTEM, CARD ACCESS SYSTEM, PUBLIC ADDRESS SYSTEM, SECURITYSYSTEM, CLOCK AND PROGRAM SYSTEM, AND OTHER COMMUNICATION SYSTEMS, PROVIDE ADD AWG MINIMUM INSULATED GROUNDING CONDUCTOR IN RACEWAY FROM GROUNDING ELECTRODE SYSTEM TO EACH COMMUNICATION SYSTEM SERVICE TERMINAL CABINET, WIRING CLOSET, OR CENTRAL EQUIPMENT LOCATION. 9. METAL POLES SUPPORT N G OUTDOOR U GHTI NG FIXTURES'. GROUND POLE TO METAL REINFORCING WITHIN CONCRETE POLE BASE USING NO. B AWG CONDUCTOR. THERMOWELD CONNECTION BETWEEN GROUND CONDUCTOR AND METAL REINFORCING. FOR PRECAST CONCRETE POLE BASES, GROUND POLE TOA LOCAL GROUND ROD W TH N0. 8 AWG CONDUCTOR. PROVIDE MADE ELECTRODE WITHIN 6 FEET OF POLE BASE. THERMOWELD CONNECTION BETWEEN GROUND CONDUCTOR AND GROUND ROD. DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLJENT CEN IC C SLLTING I AEG S /T`cE.- �¢ 35656 %�% ., 04.15.20fI /ONAL Elp 11 MEP PROJECT NO. 19536 DATE 4/14/20 U GCT CHECKED CuLO r yL CN_ O �^`/ CID W O 70 CU 0 (1)U U) 0) 70 Q O CU N 0 C: N MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY GCT CHECKED RCC O XNlht ia C m SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET E-003 262413 -SWITCHBOARDS -PRODUCTS 1. PROVIDE SWITCHBOARDS IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. SWTCHBOARDSAND PANELBOARDS THROUGHOUT THE PROJECT SHALL BE OF THE SAME MANUFACTURER ACCEPTABLE MANUFACTURERS .CUTLER -JAMMER/EATON CORP., GENERALELECTRIC, SIEMENS, ANDSQUARED. 2. SUBMIT PRODUCT DATA FOR SWITCHBOARD(S) AND OVERCURRENT PROTECTION DEVICE TYPES AND NECESSARY ACCESSORIES. 3. SUBMIT SHOP DRAWINGS FOR EACH SWITCHBOARD TO INCLUDE A. ONEUNEDIAGRAM AND SCHEDULES INDICATING INDIVIDUAL COMPONENTS AND RATINGS. ASA MINIMUM I NC W DE AMPERE, VOLTAGE, PHASE, AN D A C RATA N GS. B. PLANS AND ELEVATIONS INDICATING DIMENSIONS, CONDUIT ENTRANCE SIZES AND LOCATIONS, ARRANGEMENT OF OVERCURRENT PROTECTION, FRAME SIZES OF OVERCURRENT PROTECT ON AND INSTALLATION DETAILS INCLUDING MOUNTING. C. SCALED PLANS AND ELEVATIONS FOR INSTALLED SPACE OF SWITCHBOARD INDICATING CLEARANCES AND SERVICE SPACE RELATIVE TO ADJACENT SURFACES. 4. SWITCHBOARD AC RATINGS AS INDICATED OR REQUIRED ARE ESTABLISHED BY THE LOWEST RATED COMPONENT OF TH E SNI TCHBOARD. SERIES RATING IS NOT PERMITTED UNLESS OTHERWISE NOTED. SNITCH BOARDS SHALLBE CERTIFIED BY THE MANUFACTURER AS HAVING BEEN TESTED ASA COMPLETE UNIT UNDER FAULT CONDITIONS TO WITHSTAND THE AC RATING INDICATED OR REQUIRED STANDARD TESTS PER FIT STANDARDS 5. SWITCHBOARDS SHALL HAVE 100 PERCENT RATED TIN-PLATED ALUMINUM BUSES FOR EACH PHASE AND NEUTRAL PROVIDE 50 PERCENT RATED COPPER GROUND BUS. SWITCHBOARDS SHALLBE SUITABLE FOR USE AS SERVICE EQUIPMENTWHERE INDICATED. THROUGH BUSES SHALL RUN HORIZONTALLY AT THE REAR OF EACH SECTION WITH THE BUSES STACKED EDGETOEDGE. UNUSED SPACES SHALL HAVE BUSING FOR FUTURE USE, UNLESS OTHERWm SE NOTED. 8. SWITCHBOARDS SHALL BE FREESTANDING, TOTALLYENCLOSED, DEAD FRONT WITH ONLY FRONTACCESSIBIIJTY REQUIRED THE FRAMEWORK IS TO BE CODE GAUGE STEEL, RI GI DLV WELDED AND BOLTED TOGETHER TO SUPPORT ALL COVER PLATES AND COMPONENT DEVICES DURING SHIPMENT AND INSTALLATION 7. NAMEPLATE INFORMATION SHALLINCLUDE CATALOG NUMBER OR FACTORY ORDER NUMBER,DATEOF MANUFACTURING, ULLISTED LABEL, AMPERE, VOLTAGE, PHASE, AND AC RATINGS. 8. A UTILITY METERING COMPARTMENT FOR INSTRUMENT TRANSFORMERS AS INDICATED OR REQUIRED IN THE SERVICE ENTRANCE SECTION OFA SWITCHBOARD SHALL BE COORDINATED WILL THE UTIU TY COMPANY FOR REQUIREMENTS AND PROVIDED ACCORDINGLY. 262413 -SWITCHBOARDS -EXECUTION 1. PRIOR TO ENERGIZING, RETIGHTEN ALL FIELD CONNECTIONS TO MANUFACTURER'S TORQUE SPECIFICATIONS, CHECK THAT ALL GROUNDING CONNECTIONS ARE PROPER, EXERCISE ALL DEVICES TO MAKE CERTAIN THAT THEY OPERATE PROPERLY. 2. MAIN AND BRANCH DISCONNECTS SHALL BE CLEARLY IDENTIFIED AS TO SERVICE, FRAME SIZE, CIRCUIT BREAKER TRIP SETTING OR FUSE SIZE AND TYPE. 262414 - MOTOR AND CIRCUIT DISCONNECTS- PRODUCTS 1. PROVIDE MOTOR AND CIRCUIT DISCONNECTS AS SCHEDULED AND INDICATED ON DRAWINGS. MOTOR AND CIRCUIT DISCONNECTS ARE NOT ALWAYS SHOWN SYMBOU CALLY ON THE DRAWINGS REFER TO PLANS AND EQUIPMENT SCHEDULE FOR QUANTITES AND TYPES TO BE PROVIDED. 2. SUBMIT SHOP DRAWINGS AND PRODUCT DATA INCLUDE MANUFACTURER'S DESCRIPTIVE CATALOG DATAAND SHORT CIRCUIT RATINGS. DISCONNECTS THROUGHOUT THE PROJECT SHALL BE OF THE SAME MANUFACTURER. ACCEPTABLE MANUFACTURERS .CUTLER -JAMMER/EATON CORP., GENERAL ELECTRIC, SIEMENS, AND SQUARE D MOTOR AND CIRCUIT DISCONNECTS SHALLBE NEMA STANDARD TYPE HEAVY DUTY ,"HUD ;' 100 PERCENT DUTY RATED. MOTOR AND CIRCUIT DISCONNECTS SHALL HAVE QUICK _MAKE ,QUICK -BREAK , VISIBLE BLADE OPERATING MECHANISMS WITH FULL COVER INTERLOCK AND FACIU T ES FOR PADLOCKING IN THE "OFF" OR "OPEN" POSITION. MOTOR AND CIRCUIT DISCONNECTS SHALLBE ENCLOSED, FIT USTED, AND HORSEPOWER RATED FOR THE LOADS SERVED. MOTOR AND CIRCUIT DISCONNECTS SHALL HAVE COPPER CURRENT CARRYING PARTS AND REMOVABLE ARC SUPPRESSORS. DISCONNECT SHALLINCLUDE FRONT ACCESSIBLE PROMSIONS FOR DEFEATING THE COVER INTERLOCK. 3. FIT (NEMA) 1 ENCLOSURES SHALL BE USED IN INDOOR AND DRY LOCATIONS, FIT (NEMA) 3E ENCLOSURES SHALL BE USED IN EXTERIOR OR WET LOCATIONS 4. MOTOR AND CIRCUIT DISCONNECTS SHALL BE FUSIBLE OR NON FUSIBLE AS INDICATED ON THE DRAWINGS OR AS REQUIRED AND SHALLBE OF SAME OR LARGER AMPERE RATING AS THE CIRCUIT PROTECTIVE DEFACE, 30 AMPERE MINIMUM. DISCONNECTS, WHEN FUSIBLE, SHALLBE EQUIPPED WITH CLASS R, FUSE REJECTION CUPS. 5. MOTOR AND CIRCUIT DISCONNECTS SHALLINCLUDE EQUIPMENT GROUND LUG. 8. MOTOR AND CIRCUIT DISCONNECTS SHALLJNCLUDE SOLID NEUTRALS IN 4 -VIRE APPLICATIONS. 7. MOTOR AND CIRCUIT DISCONNECTS INDICATED ON DRAWINGS SHALL HAVE AUXILIARY CONTACTS FOR SHUTDOWN OFVARIABLE SPEED DRIVE ON UNE SIDE OF DISCONNECTIF DISCONNECTIS OPENED. PROVIDE CONTROLWIRING IN CONDUIT BETWEEN DISCONNECT AND DRIVE. COORDINATE REQUIREMENTS FOR SUCH CONTROLWITH DRIVE SUPPLIER 262414 - MOTOR AND CIRCUIT DISCONNECTS- EXECUTION 1. FURNISH AND INSTALL MOTOR AND CIRCUIT DISCONNECTS FOR PERMANENTLY CONNECTED MOTORS LARGER THAN 1/8 HE UNLESS THE CONNECTED DEFACE IS COMPLETE WITH AN APPROVED DISCONNECTING MEANS. 2. INSTALL MOTOR AND CIRCUIT DISCONNECT IMMEDIATELY ADJACENT TO ITS ASSOCIATED MOTOR AND WITHIN SIGHT OF MOTOR AND DRIVE EQUIPMENT. PROVIDE MOUNTING HARDWARE, UNISTRUT RACK, FUSES, FUSE CUPS, AND ACCESSORIES AS REQUIRED FOR THE APPU CATION. 3. I N U T U TY AREAS, MOUNT MOTOR AND CIRCUIT DISCONNECTS ON ADJACENT WALLS MAN TAI NI NG NEC REQUIRED ACCESS. WHEREREQUIRED, DUE TO ACCESS REQUIREMENTS, MOUNT MOTOR AND CIRCUIT DISCONNECTS ON FREESTANDING UNISTRUT STANDS ADJACENT TO EQUIPMENT. 4. ON ROOFS, OR OTHER EXTERIOR LOCATIONS, MOUNT MOTOR AND CIRCUIT DISCONNECTS ON EQUIPMENT OR PROVIDE FREESTANDING UNISTRUT STAND ADJACENT TO EQUIPMENT. 262416-PANELBOARDS-PRODUCTS 1. PROVIDE PANELBOARDS IN ACCORDANCE WILL THE DRAWINGS AND SPECIFICATIONS. PANELBOARDS THROUGHOUT THE PROJECT SHALL BE OF THE SAME MANUFACTURER. ACCEPTABLE MANUFACTURERS. CUTLER-HAMMER/EATON CORP., GENERAL ELECTRIC, SIEMENS, AND SQUARED. 2. SUBMIT PRODUCT DATA FOR PANELBOARDS AND OVERCURRENT PROTECTION DEFACE TYPES AND NECESSARY ACCESSORIES. 3. SUBMIT SHOP DRAWINGS FOR EACH PANELBOARD TO INCLUDE. A. SCHEDULES INDICATING INDIVIDUAL COMPONENTS AND RATINGS. ASA MINIMUM, INCLUDE AMPERE, VOLTAGE, PHASE AND AC RATINGS. B. DRAWINGS SHALLCONTAIN OVERALL PANELBOARD DIMENSIONS, INTERIOR MOUNTING DIMENSIONS, AND WRING GUTTER DIMENSIONS, CONDUIT ENTRANCE SIZES AND LOCATIONS ARRANGEMENT OF OVERCURRENT PROTECTION, AND INSTALLATION DETAILS INDICATING MOUNTING. C. SCALED PLANS AND ELEVATIONS FOR INSTALLED SPACE OF PANELBOARD INDICATING CLEARANCES AND SERVICE SPACE RELATIVE TO ADJACENT SURFACES. 4. PANELBOARD AC RATINGS AS INDICATED OR REQUIRED ARE ESTABLISHED BY THE LOWEST RATED COMPONENT OF EACHPANELBOARD. SERIES RATING IS NOT PERMITTED UNLESS OTHERWISE NOTED EACH PANELBOARD SHALLBE CERTIFIED BY THE MANUFACTURER AS HAVING BEEN TESTED ASA COMPLETE UNIT UNDER FAULT CONDITIONS TO WITHSTAND THE AC RATING INDICATED OR REQUIRED STANDARD TESTS PER FIT STANDARDS 5. PANELBOARDS SHALL HAVE 100 PERCENT RATED ALUMINUM BUSES FOR EACH PHASE AND NEUTRAL GROUND BUSES SHALLHAVE RATNG AND NUMBER AND SIZE OF CIRCUIT CONNECTIONS PER UL REQUIREMENTS FOR CONNECTION TO EQUIPMENT GROUNDING SYSTEM. PROVIDE 100 PERCENT RATED COPPER GROUND BUS FOR PAN ELBOARDS RATED 225 AMPERES AND LESS. PAN ELBOARDS SHALL BE SUITABLE FOR USE AS SEEM CE EQUIPMENTWHERE INDICATED. 6. NAMEPLATE INFORMATION SHALLINCLUDE CATALOG NUMBER OR FACTORY ORDER NUMBER ,DATE OF MANUFACTURING, ULUSTED LABEL, AMPERE, VOLTAGE, PHASE, AND AC RATINGS. 7. MULTIPLE SECTION PANELBOARDS SHALL HAVE REQUIRED FEED THROUGH LUGS (OR FACTORY BUSING) FOR INTERCONNECTION. 8. FRONTS SHALL BE FULLY HINGED NIECE WITH DOOEJNDOOR CONSTRUCTION. MOUNTING SHALLBE FLUSH OR SURFACE AS INDICATED ON DRAWINGS. FRONTS SHALL BE FLAT WI TH CONCEALED DOOR HINGES AND TRIM SCREWS. FRONT SHALL NOT BE REMOVABLE WITH THE DOOR LOCKED. 262418 - PANELBOARDS - EXECUTION 1. MOUNT PANELBOARDS WITH TOP OF TRIM B 5 FEETABOVE THE FINISH FLOOR, UNLESS OTHERWISE INDICATED. 2. THE FIRE RATED INTEGRITY OF WALLS IN WHICH FLUSH MOUNTED PANELBOARDS ARE INSTALLED SHALL BE MANTAINED. 3. PRIOR TO ENERGIZING , RETIGHTEN ALL FIELD CONNECTIONS TO MANUFACTURER'S TORQUE SPECIFICATIONS, CHECK THAT ALL GROUNDING CONNECTIONS ARE PROPER, EXERCISE DEVICES TO MAKE CERTAIN THAT THEY OPERATE PROPERLY. 262726 -NI RIN G DEM CES -PRODUCTS 1. PROVIDE WIRING DEVICES AND ACCESSORIES IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. WIRING DEVICES AND ACCESSORIES SHALL BE OF THE SAME MANUFACTURER THROUGHOUT THE PROJECTWHEREVER POSSIBLE. ACCEPTABLE MANUFACTURERS. COOPER WIRING DEVICES, HUBBELL,LEMTON. DEVICEPLATESAND ACCESSORIES SHALL MATCH CORRESPONDING WRING DEFACES 2. SUBMIT PRODUCT DATA FOR EACH PRODUCT SPECIFIED. PROVIDE SAMPLES AS REQUESTED BY ARCHITECT. 3. STRAGHT-BLADE RECEPTACLES .STANDARD,IG,PASS ,IGWTHTVSS, AND GFCI TYPES SHALL BE HUBBELL 5362 SERIES, HEAVY-DUTY, SPECIFICATION GRADE, 20A UNLESS OTHERWISE INDICATED OR REQUIRED. 4. STRAGHT-BLADE RECEPTACLES. HUBBELL CBRF20 COMMERCIAL SERIES, GENERALDUTY, SPECIFICATION GRADE, 20A, UNLESS OTHERWISE INDICATED OR REQUIRED. 5. STRAGHT-BLADE RECEPTACLES .STANDARD,IG, PASS , IGWITHTVSS,GFCI, AND TR TYPES SHALL BE HUBBELL 8300 SERIES, HEAVY-DUTY, HOSPITALGRADE, 20A, UNLESS OTHERWISE INDICATED OR REQUIRED. 8. SPECIAL PURPOSE OUT FILETS . HEAVY DUTY GRADE OF NEMA CONFIGURATION INDICATED OR REQUIRED SPECIAL PURPOSE OUTLETS SHALLBE RECEPTACLES OTHER THAN SINGLEFLEXOR DUPLEX, 12W AND 15A OR 20A NON LOCKING TYPE. 0. SWITCHES .1,2,3,4,K,P(RED POLYCARBONATE LIGHTED HANDLE) ,PO(CLEAR POLYCARBONATE LIGHTED HANDLE) TYPES SHALLBE HUBBELLHBL1221 SERIES, HEAVY DUTY, SPECIFICATION GRADE, 20A, UNLESS OTHERWISE INDICATED OR REQUIRED 10. SWITCHES .12,3, AND4 TYPES SHALLBE HUBBELLCSB320 SERIES, GENERALDUTY, SPECIFICATION GRADE, 20A, UNLESS OTHERWISE INDICATED OR REQUIRED. 11. 30A SWITCHES. 1, 2 AND 3 TYPES SHALLBE HUBBELLHBL3031 SERIES, HEAVY DUTY, SPECIFICATION GRADE, UNLESS OTHERWISE INDICATED OR REQUIRED. 12. MOMENTARY CONTACT SWITCHES. THREE POSITION ,TWO CIRCUIT , CENTER OFFTYPE SHALLBE HUBBELLHBL1557 SERIES, HEAVY DUTY, SPECIFICATION GRADE, 20A, WITH TOGGLE OR KEY AS I N DI CATER. 13. MANTAINED CONTACT SWITCHES. THREE POSITION ,TWO CIRCUIT , CENTER OFF TYPE SHALLBE HUBBELLHBL1385 SERIES, HEAVY-DUTY, SPECIFICATION GRADE, 20A, WITH TOGGLE OR KEY AS I N DI CATER. SINGLE OR DOUBLE POLE AS INDICATED. 14. WIRING DEFACE COLOR SHALLBEWHITE UNLESS OTHERWISE INDICATED OR REQUIRED. VERIFYCOLORWITH ARCHITECT PRIOR TO SUBMITTALS. 15. NYLON DEFACE PLATE COLOR SHALLBE WHITE UNLESS OTHERWISE INDICATED OR REQUIRED. VERIFY COLORWITH ARCHITECT PRIOR TO SUBMITTALS. PROVIDE METAL SECURI N G SCREWS WI TH FINISH TO MATCH DEVICE PLATE. 18. STAINLESS STEELDEMCE PLATES SHALLBE 0 04 INCH-THICKTYPE 302 STARLESS STEEL 17 ALUMINUM DEFACE PLATES SHALLBE 0 05 INCH-THICKALUMINUM, SMOOTH CLEARANODIZED SATIN FINISH (WTHOUTUNES)APPEARANCE. 18. WEATHER PROOF ENCLOSURES SHALLBE NEMA 3E RATED WHILEINWHEN USEDWITH MANUFACTURER'S RECOMMENDED OUTLET BOX GASKETS ARE CLOSED CELLFOAM. MEETS OSHALOCKOUTAND TAGOUT REQUIREMENTS. ENCLOSURES SHALLHAVE LATCHING COVERS AND CORD OPENINGS. ULLISTED AND CSA CERTIFIED WITH CLEARLYMARKED LOGOS. COVERSINCLUDE GASKETAND MOUNTING SCREWS. UDS HAVE GASKETLESS DESIGN. HOLES FOR PADLOCKS ARE 114 INCH A. METALLIC TYPE SHALLBE DIE CASTALLOY 360 COPPER FREE ALUMINUM WITH STANDARD GRAY BAKED ALUMINUM LACQUER FINISH. COORDINATE COLOR WILL ARCHITECT PRIOR TO SUBMITTALS. B. NON-METALLIC TYPE SHALLBE OFIMPACT RESISTANT POLYCARBONATE WITH TRANSPARENT COVER WHICH PROVIDES VI SI BW TY TO THE CONNECTION. 1. RECEPTACLES OVER- COUNTER SHALLBE MOUNTED HORIZONTALLY, AND VERTICALLY MOUNTED ELSEWHERE, UNLESS OTHERWISE INDICATED. MOUNT HORIZONTAL RECEPTACLES WITH NEUTRALBLADE SLOT UP. 2. WHERE RECEPTACLES ARE INSTALLED WITHIN ONE STUD SPACINGWDTH FROM ASWTCH, THE CONVENIENCE OUTLETAND SWITCH SHALLAUGN VERTICALLY. 3. SNITCHES SHALLBE LOCATED AS INDICATED ON DRAWINGS ARRANGED SINGULAR OR IN GANGS AND WITHIN 18 INCHES OF DOORJAMB ON THE STRIKE SIDE OF THE DOOR OPENINGS. GROUP ADJACENT SWITCHES UNDER SINGLE MULTI GANG WALL PLATE. VERIFY THE DOOR SWINGS WILL THE ARCH TECTU RAL DRAW NGS PRIOR TO ROUGH IN 4. MATCH EECEPTACLESAND SPECIALPURPOSE OUTLETS TO OWNER- FURNISHED EQUIPMENT, UNLESS OTHERWISE INDICATED. 5. SW TCH AN D RECEP FACILE COM BI NAT ON S S HALL N OF BE PE RMI TILE D. 6. INSTALL DEVICE PLATES AS REQUIRED FOR ALL DEVICE BOXES AND BLANKED OUTLET BORE S. I N S TALL DEVICES AND DEFACE PLATES PLUMB AND SECURE. 7. DEVICE PLATES SHALL BE MARKED ON THE INSIDE INDICATING PANELBOARD AND CIRCUIT NUMBER TO WHICH THE DEVICE IS CONNECTED. 8. DEVI CE PLATES FOR SP ECI AL P U RP OSE OUT TLE IS SH ALL B E MAPLE D ON TH E OUT TSI E TO I DEN IT FY TH E VOLTAGE, LOAD ,AND N EMIA CON FI GU RATA ON OF TH E RECEP FACILE. 0. LABELING OF DEVICE PLATES ON THE INSIDE SHALL BE BYWAY OF INDELIBLE MARKER. A. FAC TORY EN GRAVED LABELS S HALL BE OF BLACK I/41 N CH MI NI M U M H B GH T RECES SED U P PER -CASE LETTERS 11. PROTECT WIRING DEFACES AND ASSEMBLES DURING PAINTING. INSTALL DEVICE PLATES WHEN PAINTING IS COMPLETE 12. INTERNALLY CLEAN DEVICES, DEM CE OUTLET BOXES, AND ENCLOSURES. REPLACE STAINED, DAMAGED, OR DEFECTIVE COMPONENTS. 13. TEST RECEPTACLES FOR PROPER POLARITY AND GROUND CONTINUITY. REPLACE RECEPTACLES WHICH ARE DAMAGED OR DEFECTIVE. TEST GFCI RECEPTACLES WITH BOTH LOCALAND REMOTE FAULT SIMULATIONS ACCORDING TO MANUFACTURER RECOMMENDATIONS 14. TEST EACH SWITCH AND REPLACE SWITCHES WHICH ARE DAMAGED OR DEFECTIVE. 15. TEST THE RETENTION FORCE OF THE GROUNDING BLADE OF EACH ELECTRICAL RECEPTACLE IN PATIENT CARE AREAS (EXCEPT FOR LOCKINGTYPERECEPTACLES), AND REPLACE RECEPTACLES WILL A RETENTION FORCE OF LESS THAN 4 OUNCES. 16. TEST PASS RECEPTACLE INDICATING LIGHTS FOR NORMAL OPERATION. 262800- OVERCURRENT PROTECTIVE DEVICESPRODUCTS 1. PROVIDE CIRCUIT BREAKERS AND FUSES OF TYPE, SIZE AND MANUFACTURER IN ACCORDANCE WITH THE DRAM N GS AND SPECIFICATIONS 2. SUBMIT PRODUCT DATA FOR EACH PRODUCT SPECIFIED. 3. CIRCUIT BREAKERS SHALL BE FROM ONE SOURCE AND FLA SINGLE MANUFACTURER WHICH IS THE SAME MANUFACTURER AS PANELBOARD, SWITCHBOARD, DISCONNECTING DEVICE, ETC. ACCEPTABLE MANUFACTURERS. CUTLER-HAMMER/EATON CORP., GENERALELECTRIC, SIEMENS, AND SQUARED 4. CIRCUIT BREAKERS SHALL BE MOLDED CASE, THERMAL MAGNETIC, QUICK MAKE, QUICK BREAK, TRIP FREE AND TRIP INDICATING UNLESS OTHERWISE NOTED. MULTI POLE BREAKERS SHALLBE COMMON TRIP, USE OF HE BARS OR PINS IS NOT ACCEPTABLE. ALL CIRCUIT BREAKER LUGS SHALL BERATED FOR A MINIMUM OF 75 DEGREE CELSIUS 5. EXTRAMATERIALS A. SPAREFUSES. 20 PERCENT OF EACH FUSE TYPE AND SIZE INSTALLED, BUT NOT LESS THAN 2 SETS OF 3 of EACH TYPE AND SIZE. B. SPARE FUSE CABINET. WALLMOUNTED, 005INCH-(127 MM)THICKSTEEL UNIT WITH FULL LENGTH, RECESSED PIANO HINGED DOOR WITH KEYCODEDCAM LOCK AND PULL SIZED ADEQUATELY FOR ORDERLY STORAGE OF SPARE FUSES SPECIFIED WILL 15 PERCENT SPARE CAPACITY MINIMUM. 1. VERIFY MECHANICAL EQUIPMENT OVERCURRENT PROTECTIVE DEVICE SIZE AND TYPE WILL NAME PLATE DATAAND STARTER DATA. 2. PROVIDE SETTINGS ON CIRCUIT BREAKERS PER MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL SPARE FUSE CABINET NEAR THE MAN SERVICE EQUIPMENT, UNLESS OTHERWISE NOTED, WITH NEATLY STORED BOXES OF SPARE FUSES WITHIN. 265100 -LIGHTING -PRODUCTS 1. PROVIDE LUMINAIRES ,LAMPS, BALLASTS , AND ACCESSORIES IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. LUMINARES REQUIRING CAPS, MOUNTING SPACES, HOE DOWN CUPS OR OTHER ACCESSORY ITEMS SHALL BE FURNISHED COMPLETE WITH SAME WHETHER THE DESCRIPTIONS, CATALOG NUMBERS, AND NOTES ON THE DRAWINGS INCLUDE SUCH ITEMS OR NOT. 2. SUBMIT PRODUCT DATA FOR EACH LUMINAIRE AND ACCESSORY N CLUDIN G LAMPS, BALLAST, AND DRIVERS. PROVIDE SAMPLES AS REQUESTED BY ARCHI TECT. 3. RECESSED OR SEMI RECESSED LUMINAIRES SHALL BE DESIGNED TO BE COMPATIBLE WITH CEILING AS INSTALLED. FURNISH AND INSTALL FRAMES WHERE REQUIRED FOR PROPER INSTALLATION. SUPPLY WILL TRIM THAT I S COMPATIBLE WITH CBUNG SYSTEM IN WHICH IT SHALL BE INSTALLED. 4. UNLESS OTHERWISE NOTED ,UNEARORU-TUBE LAMP BALLASTS SHALL BE FULLY ELECTRONIC INTEGRATED CIRCUIT, SOLID-STATE, RAPID START, FULL LIGHT OUTPUT, ENERGY-EFFICIENT TYPE. DIMMABLE BALLASTS SHALL BE FULLY ELECTRONIC, INTEGRATED CIRCUIT, SOUR STATE, PROGRAMMED RAPID START, FULL LIGHT OUTPUT, ENERGY EFFICIENT TYPE WILL 100 5% (100 10% FOR 4 DAME) DIMMING RANGE. 5. LED LUMINARES INDICATED TO INCLUDE BATTERY PACKS SHALL CONTAIN A BATTERY PACKASSEMBLY CONSISTING OF A BATTERY, CHARGER, INVERTER, AND ELECTRONIC CIRCUITRY ENCLOSED IN ONE ASSEMBLY. LUMI NAI RE SHALL HAVE VAUD UL LABELWTH BATTERY PACK INSTALLED AT LUMINAIRE MANUFACTURER'S FACTORY. 8. POLES, BRACKET ARMS APPURTENANCES AND ANCHORAGE MATERIAL SHALL BE OF MATCHING COLOR SAME SHALL BE SUFFICIENT TO SUPPORT EFFECTIVE PROJECTED AREAS OF LUMINAIRES AND POLE SUPPLIED WITHOUT FAILURE, PERMANENT DEFLECTION, OR DAMAGE TO LAMP FILAMENTS AGANST STEADY WINDS OF 100 MULE WILL A GUST FACTOR OF 1 3. 7. EXTRA MATERIALS A. LAMPS. 10 LAMPS FOR EVERY 100 OF EACH TYPE INSTALLED, BUT NOT LESS THAN I. B. LED MODULES AND DRIVERS .1FOR EVERY 20 OF EACH TYPE INSTALLED, BUT NOT LESS THAN I. C. BALLASTS. 1 FOR EVERY 100 OF EACH TYPE INSTALLED, BUT NOT LESS THAN I. D. LENSES. 1 FOR EVERY 100 OF EACH TYPE INSTALLED, BUT NOT LESS THAN I. E. GUARDS. 1 FOR EVERY 20 OF EACH TYPE INSTALLED, BUT NOT LESS THAN I. 265100 -LIGHTING -EXECUTION 1. CONFIRM COMPATIBIUTYAND INTERFACE OF OTHER MATERIALS WITH LUMINAIRE AND CEILING SYSTEM.HALLE EVENT OF ANY DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY U NTI LALL SUCH DISCREPANCIES HAVE BEEN RESOLVED. 2. INSTALLATION OF LUMINAIRES IN MECHANICAL ROOMS SHALL BE COORDINATED WITH THE DUCTWORK AND OTHER OBSTRUCTIONS. WHERE LUMINAIRES ARE SHOWN IN CONDUCT WITH LOCATIONS OF STRUCTURAL MEMBERS, MECHANICAL OR OTHER EQUIPMENT, FURNISH AND INSTALLALL REQUIRED SUPPORTS AND WIRING TO CLEAR THE ENCROACHMENT. 3. WHERE MOUNTING DIMENSIONS ARE NOT SHOWN, REFER TO ARCH TECTU RAL DRAW NGS FOR I NSTALLAT ON DETAILS. LIGHTING PLANS ARE DIAGRAMMATIC IN NATURE, DO NOT SCALE FROM LGH TING PLANS. LUMINAIRES SHALL BE INSTALLED AS INDICATED AND/OR NOTED AND IN ACCORDANCE WILL THE NEC AND THE MANUFACTURER'S RECOMMENDATIONS. 4. RECESSED LUMINARES SHALL BE COMPLETE WITH ALL REQUIRED HARDWARE AND ACCESSORIES IN EACH CASE. WHERE "LAY IN" LUMINAIRES CANNOT BE USED IN SUSPENDED CBUNGS, RECESSED LUMINAIRES SHALLBE INSTALLED COMPLETE WILL BAR HANGERS AND SHALL BE SUPPORTED FROM THE CB U NG SUSPENSION SYSTEM. 5. IN AREAS WITH "LAWN"CBUNGS, SUPPORT WIRES SHALLBE USED TO CONNECT RECESSED, SURFACE, OR PENDANT MOUNTED LUMINARES TO THE STRUCTURE ABOVE. RECESSED AND SURFACE MOUNTED LUMINARES SHALLALSO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM OF THE "LAWN" CBUNGASSEMBLY. 8. SURFACE MOUNTED LUMINAIRES SHALL BE SUPPORTED FROM OUTLET BOX RXTURE STUDS, MOUNTING BRACKETS OR MOUNTING STRAPS OR SHALLBE SECURED DIRECTLY TO THE STRUCTURAL SYSTEM. OUTLET BOXES AND MOUNTING BRACKETS (OR STRAPS) SHALL BE SECURED TO A J01 ST OR SIMILAR STRUCTURAL UNIT OR TO AN APPROVED METAL SUPPORT WHICH IS SECURED TO SUCH A STRUCTURAL UNIT. THE USE OF TOGGLE BOLTS FOR LUMINAIRE SUPPORT SHALL NOT BE PERMITTED. 7. POLES ARE TO BESET ON CONCRETE BASE PROVIDED BY GENERAL CONTRACTOR. CONCRETE 24 INCH EXTENDED BASES SHALLBE PROVIDED ONLYWHERE WITHIN CONFINED PARKING AREAS. ALL OTHER POLE BASES SHALLBE ADJUSTED TO GRADE LEVEL CONTRACTOR SHALL DELIVER ANCHOR BOLTS AND TEMPLATES FURNISHED WITH POLES TO GENERAL CONTRACTOR FOR SETTING IN CONCRETE BASE. PROM RE CONDUIT SLEEVES IN BASES FOR CONDUCTORS AND GROUNDS. VERIFY LOCATIONS AND TYPE OF BASE, EXTENDED OR FLUSH, WITH ARCHITECT PRIOR T01 NSTALLATI ON. 8. CLEAN ALL LUMINAIRES (INSIDE AND LENS) OF CONSTRUCTION DIRT DEBRIS AND PAINT PRIOR TO PROJECT CLOSE OUT. REPLACE DAMAGED OR MALFUNCTIONING BALLASTS AND LENSES WILL NEW. 253100-RREALARM 1. FIRE ALARM SYSTEM SHALL BE AS MANUFACTURED BY SIEMENS, SILENTKNIGHT, ROLLER, ORAPPROVED EQUIVALENT. PROVIDE COMBINATION JOAN/STROBE UNITS FOR ANNUNCIATION OF ALARM PROVIDE WEATHERPROOF HORN/STROBE ON EXTERIOR OF BUILDING FOR SPRINKLER ALARM ANNUNCIATION. PROVIDE COMMUNICATIONS MODULE AND CONNECTIONS TO TELEPHONE SYSTEM FOR TINN TO CENTRAL STATION. PROVIDE CONNECTIONS TO DUCT DETECTORS. PROVIDE FULLY ENGINEERED SHOP DRAWINGS TO MEET ALLLOCAL ANDNATONALCODES. FIRE ALARM DEFACE LOCATIONS, QUANTITIES ON THE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE EVERY REQUIRED PIECE OF EQUIPMENT AND DEFACE ITEMS NOT SPECIFICALLY NOTED ON THE DRAWINGS, BUT WHICH ARE NECESSARY TO MAKE COMPLETE WORKING INSTALLATION IN ACCORDANCE WILL CODE REQUIREMENTS OF THE AUTHORITY HAMNG JURISDICTION, SHALLBE INCLUDED. AFTER THE RREALARM INSTALLATION IS COMPLETE, THE ENTIRE FIRE ALARM SYSTEM SHALLBE TESTED FOR SYSTEM INTEGRITY AND PROPER, CODE COMPLIANT OPERATION. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FULLY ENGINEERED FIRE ALARM SHOP DRAWINGS FOR REVIEW BY THE LOCAL BUILDING AND FIRE DEPARTMENT THE FIRE ALARM SHOP DRAWINGS SHALLBE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE PROJECT'S STATE. 3. FIRE ALARM TO BE UPDATED FOR EACH TENANT SPACE UNDER SEPARATE CONTRACTS. DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLJENT CEN IC C SLLTING BEGS /T`cE.- �¢ 35656 04.15.20,'. 11 *Rl. `' ='�40NAL E�}''� I iii II MEP PROJECT NO. 19536 DATE 4/14/20 U GCT CHECKED CuLO r _ 0 0 ^�/ W O 70 CU L O N0 >_ U U) 0) N 0 7 Q L.L 0 N CU (1) r (/ N MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY GCT CHECKED RCC O XNlht ia C m SHEET TITLE ELECTRICAL SPECIFICATIONS SHEET E-004 LOWER LEVEL (DEMO) PANEL LVPL1 I 22K A C L__ Isc aloT (DEMO) I I I r � I (EASTNG) (DEMO) i (EXISTING) (DEMO) (DEMO) i III FRN-R_J I PANEL I PANEL I PANEL I I PANEL 1 CN O (Ew�TcrlG) TRANSFORMER BANK I I LVPL2 (10061) LVPL3' (DEMO)TRASH COMPACTOR LVPL4' (10091) 120/208V, 3PH, 4W I I I I I I I 30/3 n it 1 I I I I 100/3MCB I I I i LJ I I I I PANEL I I T__J % L__,___J L__T__J IDKAIC I I I 1 D 1 I I I I I I I 10K AC I I I 1 I 1 I I If _ERNR-J I I I I I I (DEMO) (DEMO)ICE CREAM (DEMO)OVEN (DEMO) 1 I 1 I 1 (/ r-- --n 1 200/3 ; 7 200/3 1 zoo/3 I 200/3 ; 1 1100/3 ; 1 I 200/3 ; 1 r i 4J , i 4J I I I/ LJ KRA I oEMo)-� 1' 200A2 0M 26N1 I I / I 1' 1 ODA I I' 266A I PANEL If/ FRNR k_ FRN R k_-�___J If/ FRN_R E— FRN RJ 1 1 _J I _J I I _J I I I I I I I i� --1------J------J------ I M If ------1------ ----- ,I �� r_r___, —L ---------------------r�-J_J- L---% M,IF--I i 166A --' -- -------- � -J LTJ LTJ ________________________________________ ---------------------------------------- LTJ ' L.J (DEMO) (DEMO) (DEMO)(DEMO) (DEMO)TENANT ADDRESS 10021'WIREWAY (DEMO) (DEMO) III FRN R_J (DEMO) MAIN LEVEL 1 LOWER LEVEL (DEMO) PANEL LVPL1 I 22K A C L__ Isc aloT DEMO C 100/3 200/3 ISC#9 90A 10"X10"X8'WREWAY ISC#5 ;iso 10 (DEMO) I I I r � I (EASTNG) PANEL (EXISTING) I , 320A I I III FRN-R_J � I I PANEL 1 'MECH-A' 'MECH-B' PANEL CN O (Ew�TcrlG) TRANSFORMER BANK I I LVPL2 (10061) LVPL3' I I I LVPL4' (10091) 120/208V, 3PH, 4W I I I I I I I r______7 (DEMO) (DEMO) I 100/3MCB r______-1 (DEMO) I C-- 1 PANEL 1 I I I J PANEL I I PANEL I I I I I I 1 1 PANEL 1 I I 1 PANEL I 7 T- I I .( 70/3 IDKAIC I I I IDKAIC I I I I I I I 10K AC I I I 1 I 1 I I I I I I I SC DE TSC 47 TSC IIB I I I DEMO C 100/3 200/3 ISC#9 90A 10"X10"X8'WREWAY ISC#5 ;iso 10 Z O m GENERAL NOTES 1. (2) EXISTING POLE MOUNTED 300 KVA TRANFORMER BANKS TO BE DEMOUSHED. NEW SERVICE TO BE FEED FROM NEW PAD MOUNT TRANSFORMER. REFER TO NEW ELECTRICAL ONE UNE FOR MORE INFORMATION. 2. AREAS IDENTFIED AS'NOT INSCOPE ' FALL UNDER SEPARATE CONTRACT, SHOWN HERE ONLY FOR COMPLETENESS. 3. NEW PANELS PROVIDED IN FABLING TENANT SPACES TO MEET CURREN T XCEL STANDARDS FOR ELECTRICAL I NSTALLATI ON AND FAULT CURRENT. 4. REMOVE ALLPANELS DISCONNECTS ,CONDUIT ,WEE , AND METER ALONG NORTH SIDE OF BUILDING UNLESS OTHERWISE NOTED. (DEMO)300KVA s. TENANTS CURRENTLY OCCUPY THEBUILDIINle"DUILDINcowNERANOxcELENERcvnsExlsTlNc TRANSFORMER BANK 120/208V, 3PH, 4W (10041) r (DEMO) C — — T T- PANEL 1 _I A_I IAS 100/2MCB I I \\ \ l JA V�V AV (DEMO) '—ti rr I r--� \ - - - - - - - - - - - - - - + \-------r- I \ \ X,\L J`w (DEMO)r___ \ ---------------Fes;— -------------------------- \ �X, \ L_----------- MAIN LEVEL LOWER LEVEL I LOWER LEVEL -VACANT 10040 LOWER LEVEL -VACANT 10040 GE_POWERMARK r (Demo) STAB LOU LOAD CENTER PANEL r------� (DEMO) PANEL II I I I I 1 DEMO) l j 1 r a 03 �'', i20/240v_1P J l J SIEMENS Lid FENR_� r------� r----� r------� (Demo) FDem0) I (DEMO) r--�--a I (Demo) I I (Demo) I loo/3--, I PANEL 1 1 1 00/3 :'iJ PANEL I PANEL I 1 1 r 1 r 1 1 100/2 1 1 1 60/2 L -Y M II Y M --I L:r JLMJ— , I -1 LTJ LTJ 1 j' 1 i i `tY Y I (DEMO) (DEMO) , 166A I I ��I J i4LF 1SUEA_ 1 1126/246V-1 PH I I120/240V-1PH I - L______J L______J II Z 9 II m GRADE (DEMO) I I I 400/3 PANELAT PANEL L:J (DEMO) I , 320A I I III FRN-R_J I _ I I I Z O m GENERAL NOTES 1. (2) EXISTING POLE MOUNTED 300 KVA TRANFORMER BANKS TO BE DEMOUSHED. NEW SERVICE TO BE FEED FROM NEW PAD MOUNT TRANSFORMER. REFER TO NEW ELECTRICAL ONE UNE FOR MORE INFORMATION. 2. AREAS IDENTFIED AS'NOT INSCOPE ' FALL UNDER SEPARATE CONTRACT, SHOWN HERE ONLY FOR COMPLETENESS. 3. NEW PANELS PROVIDED IN FABLING TENANT SPACES TO MEET CURREN T XCEL STANDARDS FOR ELECTRICAL I NSTALLATI ON AND FAULT CURRENT. 4. REMOVE ALLPANELS DISCONNECTS ,CONDUIT ,WEE , AND METER ALONG NORTH SIDE OF BUILDING UNLESS OTHERWISE NOTED. (DEMO)300KVA s. TENANTS CURRENTLY OCCUPY THEBUILDIINle"DUILDINcowNERANOxcELENERcvnsExlsTlNc TRANSFORMER BANK 120/208V, 3PH, 4W (10041) r (DEMO) C — — T T- PANEL 1 _I A_I IAS 100/2MCB I I \\ \ l JA V�V AV (DEMO) '—ti rr I r--� \ - - - - - - - - - - - - - - + \-------r- I \ \ X,\L J`w (DEMO)r___ \ ---------------Fes;— -------------------------- \ �X, \ L_----------- MAIN LEVEL LOWER LEVEL I LOWER LEVEL -VACANT 10040 LOWER LEVEL -VACANT 10040 GE_POWERMARK r (Demo) STAB LOU LOAD CENTER PANEL r------� (DEMO) PANEL II I I I I 1 DEMO) l j 1 r a 03 �'', i20/240v_1P J l J SIEMENS Lid FENR_� r------� r----� r------� (Demo) FDem0) I (DEMO) r--�--a I (Demo) I I (Demo) I loo/3--, I PANEL 1 1 1 00/3 :'iJ PANEL I PANEL I 1 1 r 1 r 1 1 100/2 1 1 1 60/2 L -Y M II Y M --I L:r JLMJ— , I -1 LTJ LTJ 1 j' 1 i i `tY Y I (DEMO) (DEMO) , 166A I I ��I J i4LF 1SUEA_ 1 1126/246V-1 PH I I120/240V-1PH I - L______J L______J II Z 9 II m GRADE j NOTINSCOPE I I I r PANELAT PANEL ---------� I 'COSMOS -z' L (DEMO)300KVA I I I I r - I I I I I I I 1 'MECH-A' 'MECH-B' I I I I MAIN LEVEL CN O 50/2 TRANSFORMER BANK (10051) I I I (10061) (10071) I I I (10081) (10091) 120/208V, 3PH, 4W (DEMO) I I I I r______7 (DEMO) (DEMO) I ______-1 (DEMO) r______-1 (DEMO) I C-- 1 PANEL 1 I I I J PANEL I I PANEL I I I I I I 1 1 PANEL 1 I I 1 PANEL I 7 T- I I .( 70/3 I I I I I I I I I ILM'r--�-� I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I (10050) I I I I I I 1 I I I (10060) I I I I I I I I I I 1 I 1 I 1 (/ N r -- r (DEMO)_L__ KRA oEMo)-� iloo/3 IAs. L--------rJ PANEL ✓ 1 1 PANEL 1 1 �� �_ 'MECH (DEMO) (DEMO) i� i�(DEMO) I M If J SPACE' r________yy__, ,I �� r_r___, —L ---------------------r�-J_J- L---% M,IF--I i 166A --' -- -------- � -J LTJ LTJ LTJ j I I I I I I r PANELAT PANEL (DEMO) (DEMO) I 'COSMOS -z' L PANEL PANEL I I I I r - I I I I I I I 1 'MECH-A' 'MECH-B' I I I I MAIN LEVEL CN O 50/2 00 I I I I I I I I I - I I I I I I I I I I I I I I I I I O I I I I J I I I I I I I I I I I 1 I I I I I I I I I 70/3 I I I I I I I I I ILM'r--�-� I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I (10050) I I I I I I 1 I I I (10060) I I I I I I I I I I 1 I 1 I 1 (/ N r r (DEMO)_L__ (DEMO)-� oEMo)-� iloo/3 1 PANEL PANEL 1 1 'MECH - J I M If J SPACE' L -p M II M,W J I M IH J L---% M,IF--I i 166A L ---I Mill LTJ LTJ LTJ LTJ LTJ LTJ ' L.J (DEMO) (DEMO) (DEMO)(DEMO) (DEMO) (DEMO) III FRN R_J (DEMO) GRADE NOTIN SCOPE 0080) (10080) r______-1 r______� 1 (DEMO) I I (DEMO) PANEL PANEL I AI I I I I M<r J 6072 L.J 111 (DEMO) I • �r---7 T 0 z 0 m m (EXISTING) PANEL COSMOSI IDKAIC --------------------1 1 I I I I I I I LOCATED IN 10095 LOCATEDIN STORAGE I I I I I I r PANELAT PANEL (DEMO) (DEMO) I 'COSMOS -z' STAIRS I I PANEL PANEL I I I I r - I I I I I I I 1 'MECH-A' 'MECH-B' I I I I MAIN LEVEL CN O 50/2 00 I . .H -----J I I I I PANELa2 I I r N O (DEMO) PANEL ) � rn 70/3 70/3 L --LTJ µ ILM'r--�-� `i - I (DEMO) (DEMO) I (EXISTING) Y — Cu 40/3 l 70/2 l 70/2 (DEMO) PANELIII -150A (EXISTING) UTILITY POLE TO REMAIN 10151A 10151A (DEMO) i (DEMO) PANELAT PANEL TOP OF I TOP OF I I 'COSMOS -z' STAIRS I I I I I I I r - I I I I I I I (EXISTING) Y — Cu 40/3 l 70/2 l 70/2 (DEMO) PANELIII -150A (EXISTING) UTILITY POLE TO REMAIN 10151A 10151A r______7 r______-1 (DEMO) 11 (DEMO) 1 PANEL II PANEL AS I I I I Al I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I MAIN LEVEL LOWER LEVEL 10151A 10151A (DEMO) (DEMO) PANEL PANEL 'A4' 'A5 I i i i i I I I i i i i I I I I I I 200/3 a I I I I I zoo/3 EXIT ExISTI Nc EXISTING 1 i ; UGHTS LOAD LOAD I 200A 1 r_4_ -------i T_ T T _ _c s PKj r-----j-----r-----j--------I l 20/1 ( 200/3( 40/3 ( 200/3( 40/3 ( 400/3 ----�--�— �_J I _________________________J (DEMO) PANEL' MOP -A' DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLIENT CEN IC CON5LLTING BEGs �1 IY�1'� ane/ �¢ 35656 01 04.15.20114 11 U 19536 DATE 4/14/20 DRAWN BY GCT CHECKED RCC LO _ICU Qm CN O �^`/ 00 WO CU L O N O Co G ) � rn (1) ) 71 `1 N CU rQ >N (/ N MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY GCT CHECKED RCC O XNlht ia C m m m ¢ z z z SHEET TITLE z z z 00 o ELECTRICAL DEMO D mm ONE -LINE DIAGRAM ELECTRICAL DEMO ONE -LINE DIAGRAM SCALE NONE I I I GRADE I SHEET E-005 SITE LIGHTING FIXTURE SCHEDULE LUMINAIRE LAMPS POLE ID MANUFACTURER MODEL CATALOG NUMBER DES CRI PHON DISTRIBUTION VOLTAGE MOUNTING QTY. TYPE WATTS LUMENS COLORTEMP/CRI BASE ITT SHAPE POLE ITT B1-2 1 1 X X SITE- FARM NG LOT LIGHTI NG SOUTH B1-4 H LITHONIA ZLID TZLi D Lb0 SMR 6000LM EST 12035KOOCRI 8LOWPROFIE LINEAR STRIP IN BAKED MITE 120 SURFACE/CELING 1 LED AA LITHONIA DSERIES DODO LED P240KT4M MWLT AREALUMINARE, SINGLE PIECE DIE CAST TVPEIV 120 POLE MOUNT 1 LED 40 5880 4000UOCRI 2'A" 4"SQUARE 15'6 6 X SIZE 0 DIFFUSE LENS ALUMINUM, IP85 SEALED HOUSING, PATH 7 7 AT 18'-0"TO X MONUMENT SIGN - SOUTH B1-18 Hi LITHONIA ZUD ZLi D L485MR 3000LM EST 12035K BOC RI 4'LOW PROFILE LINEAR STRIP IN BAKED MITE 120 SURFACE/CELING 1 LED RENATWST LOCK PHOTOCELL 3000 3500MOCRI TOP OF FIXTURE 10 2 13 X ENAMEL COLD ROLLED STEEL, SNAP ON/OEE BI -9 11 11 X 2 13 12 RECEPTACLES, SINGLE HEM POLE IN DIFFUSE LENS 15 13 16 15 EXISTING LOAD 20 jff20 GE LITHONIA AFB AFB GEL DDBTXD TWILL N WF CIN DEL DIE-CAST ARCHITECTURAL EMERGENCY LIGHT BLACK FINISH WALL MOUNT 1 LED 12 225 EXISTING LOAD 20 10 6 IN DARK BRONZE TEXTURED FINISH PATH DD LITHONIA DSERIES DODO LED P240KT3M MWLT AREALUMINARE, SINGLE PIECE DIE CAST TVPEIII 120 POLE MOUNT 1 LED 40 5835 4000UOCRI 2'A" 4"SQUARE 15'6 EXISTING LOAD 20 23 20 SIZE 0 ALUMINUM, IP85 SEALED HOUSING, PATH AT 18'-0"TO 15 EXISTING LOAD EXISTING LOAD 2 25 EXISTING LOAD 20 23 20 23 X LITHONIA ELMRE ELMRE SP640L T FDO THERMOPLASTIC EMERGENCY FROG EYE RENATWST LOCK PHOTOCELL WALL MOUNT 1 TOP OF FIXTURE EXISTING LOAD 20 AS BS CS 28 15 EXISTING LOAD IN MITE FINISH PATH SPOT PATTERN AND BS 2 2s ALLS'S RECEPTACLES, SINGLE HEM POLE IN LIGHTINGICONTINUOUS 27 30 2 125% TRAM AMPULE LAMPS WTH 00 MINUTE BATTERY EXISTING LOAD 20 31 2e 30 EXISTING LOAD EXISTING LOAD RECEPTACLE (10KVA OR LESS) 2e 32 BLACK FINISH 100% PACK 30 2- EXISTING LOAD RECEPTACLE (OVER 10KVA) 34 X1 CC LITHONIA DSERIES DSXO LED P240KT3M MVOLT AREALUMINARE, SINGLE PIECE DIE CAST TVPEIII 120 POLE MOUNT 1 LED 08 5838 4000UOCRI 2'A" 4"SQUARE 15'6 34 20 EXISTING LOAD SIZE 0 ALUMINUM, IP85 SEALED HOUSING, PATH 20 EXISTING TOAD 35 AT 18'-0"TO EXISTING LOAD 30 3e 125% 36 SPACE 40 20 EXISTING LOAD KITCHEN EQUIPMENT 37 2 41 NEMA TWST LOCK PHOTOCELL 100% TOP OF FIXTURE 38 SPACE 42 20 EXISTING LOAD SPACE x x x 1 LOAO TYPE CONNECTED KVA TOTAL FACTOR DEMAND WA TOTAL 3e AO SO GO ALL O'S RECEPTACLES, DOUBLE HEAD POLE IN AO SO GO ALLO'S TOTALKVA TOTALKVA TOTALAMPERES x LLGHTINGICOMINUOUS x x 1 1 x 125% x x x x x 1 LOAD TYPE CONNECTED WA TOTAL FACTOR DEMAND WA TOTAL BLACK FINISH L=LIGHTING R=RECEPTACLE M= HVAC MOTOR K=KITCHEN G= MISCELLANEOUS AO RECEPTACLE (1 BKVA OR LESS) GO ALLO'S AO 188% GO ALLO'S DD LITHONIA DSERIES DSXWI XDl0Cl00040KT3MMWLT WALLLUMINARE, IWOPIECEDIECAST TVPEIII 120 WALL MOUNT 1 LED 388 3873 4000UOCRI NA NA NA SIZE 1 ALUMINUM HOUSING IN BLACK FINISH AT 12'-0"TO RECEPTACLE (OVER IOKV) MOTORPPRGEST) 100% 125% HVAGMOTOR TOP OF FIXTURE 100% 188% FF LITHONIA DSERIES Dal LED 10C 100040KTFTM MWLT WALL LUMINARE, TWO PIECE DIE CAST FORWARD 120 WALLMOUNT 1 LED 388 3045 4000UOCRI NA NA NA x x SIZE ALUMINUM HOUSING IN BLACK FINISH THROW x AT 18'0 TO TOP x MISCELLANEOUS LEGEND L=LIGHTING R=RECEPTACLE M=HVAC I MOTOR K=KITCHEN G=MISCELLANEOUS 100% TOTALKVA TOTALKVA TOTALAMPERES x OF FIXTURE x x 1 1 x x x x NOTES T FIXTURES TO CONTROLLED VIA PHOTOCELL FOR ON/OEE OPERATION. FIXTURE TO TURN ON 1 HOUR BEFORE CLOSING AND REMAIN ON AFTER 1 HOUR OF OPENING. BUILDING O MERTO SET BUILDING OPERATION HOURS Frog Eye Exit Sign LIGHTING FIXTURE SCHEDULE LUMINAIRE LAMPS ID MANUFACTURER MODEL CATALOG N UMBER DESCRIPTION VOLTAGE MOUNTING QTY. TYPE WATTS LUMENS COLORTEMP/CRI 0 2 SITE- FARM NG LOT LIGHTI NG SOUTH B1-2 1 1 X X SITE- FARM NG LOT LIGHTI NG SOUTH B1-4 H LITHONIA ZLID TZLi D Lb0 SMR 6000LM EST 12035KOOCRI 8LOWPROFIE LINEAR STRIP IN BAKED MITE 120 SURFACE/CELING 1 LED 80 8257 3500MOCRI 4 4 X X ENAMEL COLD ROLLED STEEL, SNAP ON/OEE B1-10 5 5 X X SITE- FARM NG LOT NORTH B1-12 6 6 X X DIFFUSE LENS B1-16 7 7 X X MONUMENT SIGN - SOUTH B1-18 Hi LITHONIA ZUD ZLi D L485MR 3000LM EST 12035K BOC RI 4'LOW PROFILE LINEAR STRIP IN BAKED MITE 120 SURFACE/CELING 1 LED 30 3000 3500MOCRI 10 10 2 13 X ENAMEL COLD ROLLED STEEL, SNAP ON/OEE BI -9 11 11 X 2 13 12 EXISTING LOAD 20 15 DIFFUSE LENS 15 13 16 15 EXISTING LOAD 20 jff20 GE LITHONIA AFB AFB GEL DDBTXD TWILL N WF CIN DEL DIE-CAST ARCHITECTURAL EMERGENCY LIGHT 120 WALL MOUNT 1 LED 12 225 EXISTING LOAD 20 10 6 IN DARK BRONZE TEXTURED FINISH PATH 20 CENTERED 15 EXISTING LOAD EXISTING LOAD 20 10 2 21 10 COLD WEATHER BATTER PACKWITH INTEGRAL 22 OVER DOOR EXISTING LOAD 20 23 20 21 PHOTOCELL 15 EXISTING LOAD EXISTING LOAD 2 25 EXISTING LOAD 20 23 20 23 X LITHONIA ELMRE ELMRE SP640L T FDO THERMOPLASTIC EMERGENCY FROG EYE 120 WALL MOUNT 1 LED EXISTING LOAD 20 AS BS CS 28 15 EXISTING LOAD IN MITE FINISH PATH SPOT PATTERN AND BS 2 2s ALLS'S EXISTING LOAD LIGHTINGICONTINUOUS 27 30 2 125% TRAM AMPULE LAMPS WTH 00 MINUTE BATTERY EXISTING LOAD 20 31 2e 30 EXISTING LOAD EXISTING LOAD RECEPTACLE (10KVA OR LESS) 2e 32 20 EXISTING LOAD 100% PACK 30 2- EXISTING LOAD RECEPTACLE (OVER 10KVA) 34 X1 LITHONIA LOM LOM S W3 G 120(277 THERMOPLASTIC EXIT SIGN PATH GREEN 120 CEILING 1 LEO EXISTING LOAD 36 20 EXISTING LOAD EXISTING LOAD 20 37 100% LETTERING PATH 00 MINUTE BATTERY PACK 34 20 EXISTING LOAD 38 20 EXISTING TOAD 35 LIGHTING CONTROL PANEL TYPE DESCRIPTION BKR CIA LOAD(VAIO) RELAY BKR DESCRIPTION TYPE DESCRIPTION ❑ RUTH T# RELAY# OUTPUT NUMBER PHOTOCELL CONTROL ASTRONOMICAL TMECLOCK 20 1 0 2 SITE- FARM NG LOT LIGHTI NG SOUTH B1-2 1 1 X X SITE- FARM NG LOT LIGHTI NG SOUTH B1-4 2 2 X X SITE- FARM NG LOT LIGHTI NG EAST B1-6 3 3 X X BLDG A,B,C- EXTERIOR LIGHTING B1-8 4 4 X X BLDG A, B, C,D- EXTERIOR LIGHTING B1-10 5 5 X X SITE- FARM NG LOT NORTH B1-12 6 6 X X MONUMENT SIGN - EAST B1-16 7 7 X X MONUMENT SIGN - SOUTH B1-18 8 8 X X ROOF RECEPTACLE B1-5 9 9 X ROOF RECEPTACLE B1-7 10 10 2 13 X ROOF RECEPTACLE BI -9 11 11 X 2 13 12 EXISTING LOAD 20 15 15 13 16 15 EXISTING LOAD 20 jff20 14 20 15 182 EXISTING LOAD 20 17 20 EXISTING LOAD 20 10 6 FIXTURES CONTROLLED BY PHOTOCELL "ON" AND TIMECLOCK "OFF" CONTROL PANEL LOCATED IN BUI Lf= SEE SHEET. PANEL XPLi NEW VOLTAGE 120 1 208 V 3 0 4 w FLUSH MAIN MLO X SURFACE X BUS 1SEA FEEDTHRU AIG 22,000A TYPE DESCRIPTION BKR CIA LOAD(VAIO) CIA BKR DESCRIPTION TYPE A0 BS CS CS EXISTING LOAD 20 1 EXISTING LOAD 20 1 20 1 0 2 20 EXISTING LOAD 20 EXISTING LOAD EXISTING LOAD 20 3 70 CU EXISTING LOAD 20 3 20 3 N 4 20 EXISTING LOAD 4 20 EXISTING LOAD 20 5 ) EXISTING LOAD 20 515 20 5 B 20 EXISTING LOAD CL EXISTING LOAD 15 7 EXISTING LOAD Y CU EXISTING LOAD 20 7 20 7 8 20 EXISTING LOAD >Y (/ 2 s SPACE SPACE 0 20 o 2 EXISTING LOAD 15 11 15 EXISTING LOAD SPACE 11 12 15 EXISTING LOAD 2 13 20 EXISTING LOAD EXISTING LOAD 30 13 2 13 EXISTING LOAD 20 15 15 EXISTING LOAD 16 15 EXISTING LOAD 20 jff20 2 17 20 EXISTING LOAD 182 EXISTING LOAD 20 17 20 EXISTING LOAD 20 10 20 20 15 EXISTING LOAD EXISTING LOAD 20 10 2 21 10 22 2 EXISTING LOAD 20 23 20 21 24 15 EXISTING LOAD EXISTING LOAD 2 25 EXISTING LOAD 20 23 20 23 26 2 15 EXISTING LOAD EXISTING LOAD 20 27 LOAD TYPE CONNECTED WA TOTAL FACTOR DEMAND WA TOTAL EXISTING LOAD 20 AS BS CS 28 15 EXISTING LOAD AS BS 2 2s ALLS'S EXISTING LOAD LIGHTINGICONTINUOUS 27 30 2 125% EXISTING LOAD 20 31 2e 30 EXISTING LOAD EXISTING LOAD RECEPTACLE (10KVA OR LESS) 2e 32 20 EXISTING LOAD 100% EXISTING LOAD 20 33 30 2- EXISTING LOAD RECEPTACLE (OVER 10KVA) 34 20 EXISTING LOAD EXISTING LOAD 20 35 32 20 EXISTING LOAD EXISTING LOAD 36 20 EXISTING LOAD EXISTING LOAD 20 37 100% 34 20 EXISTING LOAD 38 20 EXISTING TOAD 35 EXISTING LOAD 30 3e 125% 36 SPACE 40 20 EXISTING LOAD KITCHEN EQUIPMENT 37 2 41 100% 38 SPACE 42 20 EXISTING LOAD SPACE x x x 1 LOAO TYPE CONNECTED KVA TOTAL FACTOR DEMAND WA TOTAL 3e AO SO GO ALL O'S AO SO GO ALLO'S TOTALKVA TOTALKVA TOTALAMPERES x LLGHTINGICOMINUOUS x x 1 1 x 125% x x x x x 1 LOAD TYPE CONNECTED WA TOTAL FACTOR DEMAND WA TOTAL LEGEND L=LIGHTING R=RECEPTACLE M= HVAC MOTOR K=KITCHEN G= MISCELLANEOUS AO RECEPTACLE (1 BKVA OR LESS) GO ALLO'S AO 188% GO ALLO'S LIGHTINGICONTINUOUS RECEPTACLE (OVER IOKV) 125% 188% RECEPTACLE (10KVA OR LESS) HVAGMOTOR 100% 188% RECEPTACLE (OVER IOKV) MOTORPPRGEST) 100% 125% HVAGMOTOR KITCHEN EQUIPMENT 100% 188% MOTORPPRGEST) MISCELLANEOUS 125% 188% KITCHEN EQUIPMENT TOTAL WA TOTAL WA TOTAL AMPERES x x x x 1 1 x x x x MISCELLANEOUS LEGEND L=LIGHTING R=RECEPTACLE M=HVAC I MOTOR K=KITCHEN G=MISCELLANEOUS 1 NO NEW LOAD ADDED, PANEL REPLACED FOR FA ULT CURRENT 0 NLY. PANEL CAT NEW VOLTAGE 120 1 208 V 3 0 4 w FLUSH X MAIN MLO X SURFACE BUS 200A FEEDTHRU AIG 22,000A TYPE DESCRIPTION BKR CIA LOAD(VAI07 CIA BKR DESCRIPTION TYPE A0 BS CS r EXISTING LOAD 20 1 20 1 0 W 2 20 EXISTING LOAD 70 CU EXISTING LOAD 20 3 20 3 N O C 4 20 EXISTING LOAD ) EXISTING LOAD 20 515 20 5 CL L1. EXISTING LOAD Y CU EXISTING LOAD 20 7 20 7 r >Y (/ N SPACE SPACE 0 20 0 15 EXISTING LOAD SPACE 11 20 11 20 EXISTING LOAD EXISTING LOAD 30 13 20 13 15 EXISTING LOAD 2 15 20 jff20 20 EXISTING LOAD EXISTING LOAD 20 17 20 17 20 EXISTING LOAD EXISTING LOAD 20 10 20 10 20 EXISTING LOAD EXISTING LOAD 20 21 20 21 15 EXISTING LOAD EXISTING LOAD 20 23 20 23 15 EXISTING LOAD LOAD TYPE CONNECTED WA TOTAL FACTOR DEMAND WA TOTAL EXISTING LOAD 20 AS BS CS ALLS'S AS BS CS ALLS'S EXISTING LOAD LIGHTINGICONTINUOUS 27 125% 2e 30 EXISTING LOAD EXISTING LOAD RECEPTACLE (10KVA OR LESS) 2e 100% 30 2- EXISTING LOAD RECEPTACLE (OVER 10KVA) 31 100% 32 20 EXISTING LOAD EXISTING LOAD HVAGMOTOR 33 100% 34 20 EXISTING LOAD EXISTING LOAD MOTORPPRGEST) 35 125% 36 SPACE SPACE KITCHEN EQUIPMENT 37 100% 38 SPACE SPACE MISCELLANEOUS 3e 100% 40 SPACE SPACE TOTALKVA TOTALKVA TOTALAMPERES x x x x 1 1 x x x x x x x 1 LOAD TYPE CONNECTED WA TOTAL FACTOR DEMAND WA TOTAL LEGEND L=LIGHTING R=RECEPTACLE M= HVAC MOTOR K=KITCHEN G= MISCELLANEOUS AO 1 NO NEW LOADADDED, PANEL REPLACED FOR FAULT CURRENT ONLY. PANEL CAS NEW VOLTAGE 120 1 208 V 3 0 4 w FLUSH MAIN MLO X SURFACE X BUS 200 FEEDTHRU AIG 22000A TYPE DESCRIPTION BKR CIA LOAD(VAIS) CIA BKR DESCRIPTION TYPE A0 BS CS r EXISTING LOAD 20 1 0 W O 2 20 EXISTING LOAD 70 CU EXISTING LOAD 20 3 N O C 4 20 EXISTING LOAD ) EXISTING LOAD 20 5 CL L1. B 20 EXISTING LOAD Y CU EXISTING LOAD 20 7 r >Y (/ N 8 30 EXISTING LOAD EXISTING LOAD 20 0 10 EXISTING LOAD 20 11 12 3 EXISTING LOAD 20 13 14 20 EXISTING LOAD EXISTING LOAD 20 15 16 20 EXISTING LOAD EXISTING LOAD 20 17 18 2 EXISTING LOAD EXISTING LOAD 20 10 20 30 EXISTING LOAD EXISTING LOAD 20 21 22 2 EXISTING LOAD EXISTING LOAD 20 23 24 20 EXISTING LOAD EXISTING LOAD 20 25 26 20 EXISTING LOAD 20 27 2e 30 EXISTING LOAD EXISTING LOAD 20 2e 30 2- EXISTING LOAD 20 31 32 20 EXISTING LOAD EXISTING LOAD 20 33 34 20 EXISTING LOAD EXISTING LOAD 20 35 36 SPACE SPACE 37 38 SPACE SPACE 3e 40 SPACE SPACE 41 42 i iSPACE x x x 1 LOAD TYPE CONNECTED WA TOTAL FACTOR DEMAND WA TOTAL AO SO GO ALLO'S AO SO GO ALLO'S LIGHTINGICONTINUOUS 125% RECEPTACLE (10KVA OR LESS) 100% RECEPTACLE (OVER IOKV) 100% HVAGMOTOR 100% MOTORPPRGEST) 125% KITCHEN EQUIPMENT 100% MISCELLANEOUS 100% TOTALKVA TOTALKVA TOTALAMPERES x x x x 1 1 x x x x LEGEND L=LLGHTING R=RECEPTACLE M=HVACIMOTOR K=KITCHEN G- MISCELLANEOUS 1 NONEWLOADADDED, PANEL REPLACED FOR FAULT CURRENT ONLY. DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAsf AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, pJETIT IfIV-fAIC �V5LLTING BEGS /T`cE.- �¢ 35656 04.15.20,'. 11 ='�40NAL E�}''� I ej II W 19536 DATE U DRAWN BY GCT CHECKED RCC LO r _ 0 0 W O 70 CU L O N O C ) /^) 0) W CL L1. Y CU 0 N N r >Y (/ N MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY GCT CHECKED RCC SHEET TITLE ELECTRICAL SCHEDULES SHEET E-008 IM1U12011Q@I BASE COVER 314" MIN. CHAMFER ANCHOR BOLTS FURNISHED BY EIC PVC STUB -OUT MIN. DEPTH PER N.E.C. OR SPECS r CONCRETE BASE BY EC WITH 4 #4 REBAR #4 TIES 12"0.C. DIRT BETWEEN L#fi BARE CU COILED GROUND WIRE 24" TYPE 'AA', 'BB' & 'CC' - POLE BASE DIAGRAM 1Pl0P1IIIII W. 26TH AVENUE N ELECTRICAL SITE PLAN SCALE'. 1"-30'0 SITE LIGHTING FIXTURE SCHEDULE P4 LITHONIA OIEES CODE LED P240KT4M WOLT SIZE BE LITHONIA DERIES CODE LED P240K TQM WOLT Sl CC LITHONIA DSERIES DODO LED P240KT3M SWIFT DD LITHONIA RSERIES DSXWI LED 10C 100040KUM WOLT SIZE 1 FF LITHONIA DSERIES Dal LED 10C 100040KTFTM SWIFT SIZE 1 DESCRIPTION AREALUMINARE, SINGLE PIECE DIE CAST ALUMINUM, IP85 SEALER HOUSING, WITH NEMATWST LOCK PHOTOCELL RECEPTACLES, SINGLE HEAD POLE IN BLACKFINISH, CONTROLLED VIA INTEGRAL PHOTOCELL AREA LUMINARE, SINGLE PIECE DIE CAST ALUMINUM, IP85 SEALER HOUSING, WITH NEMATWST LOCK PHOTOCELL RECEPTACLES, SINGLE HEAD POLE IN BLACKFINISH, CONTROLLED VIA INTEGRAL PHOTOCELL AREA LUMINARE, SINGLE PIECE DIE CAST ALUMINUM, IP85 SEALER HOUSING, WITH NEMATWST LOCK PHOTOCELL RECEPTACLES, DOUBLEHEAD POLEIN BLACKFINISH, CONTROLLED VIA INTEGRAL PHOTOCELL WALL LUMINARE, TWO PIECE DIECAST ALUMINUM HOUSING IN BLACK FINISH, CONTROLLED VIA INTEGRAL PHOTOCELL WALL LUMINARE, TWO PIECE DIE CAST ALUMINUM HOUSING IN BLACK FINISH, CONTROLLED VIA INTEGRAL PHOTOCELL TYPE IV 120 POLE MOUNT 1 LED 49 5880 4000UOCR 0I AT 18'- TO TOP OF FIXTURE TYPE 111 120 POLE MOUNT 1 LED 49 5835 4000UOCR 0I AT 18'- TO TOP OF FIXTURE TYPE III 120 POLE MOUNT 1 LED 98 5838 4000UOCRI LID AT 18'-0"TO Q o W111--+ ao TOP OF FIXTURE O CU TYPE III 120 WALLMOUNT 1 LED 388 3873 4000UOCRI O C AT 12 0 T G ) � rn moo TOP OF FIXTURE 7 L.L FORWARD 120 WALL MOUNT 1 LED 388 3945 4000UOCRI THROW AT18'-0"TOTOP MEP PROJECT NO. 19536B OF FIXTURE 7/15/20 DRAWN BY GCT NOTES 1. FIXTURES TO CONTROLLED NA PHOTOCELL FOR ONALF OPERATION. FIXTURE TO TURN ON 1 HOUR BEFORE CLOSINGAND REMAIN ON AFTER 1 HOUR OF OPENING. BUILDING ONMER TO SET BUILDING OPERATION HOURS SIGN 2'A" I 4^SQUARE I 15'6 2'A" 1 4"SQUARE 1 15'6 2'A" 1 4"SQUARE 1 15'6 NA I NA I NA NA I NA I NA DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLJEMT CENiF21C CON5LLTING 1 �1 IOQppp_AEG�SfF - -' 24037 8112/20 \-ss/OVAL I W U (� LID Q o W111--+ ao O CU L O N O C G ) � rn moo 7 L.L Y 0 N CU N r (/ > N MEP PROJECT NO. 19536B DATE 7/15/20 DRAWN BY GCT CHECKED DXJ ASI 8-12-2020 SHEET TITLE ELEC7FrCAL 8RE PLAN SHEET E-100 DESIGN EDGE architecture Interior design BUILDINGB (METER STACKfk3) GE E 3 ISE I REGI ,IIO��....•/T G "Bi"C 1' Bi -3 (PART) AV�j17s 35656 I=E: � X1 is an exit sign on 2 LTG cNTPNu �O F 04.15.20,.,V x1 " a the fixture schedule —� and this is showing a frog eye symbol H © O Bi -1 (PART) O ❑ 0 X1 is an exit sign on O� the fixture schedule H "MECH-A" A and this is showing X1 E:N a frog eye symbol LO a (6 "MECHA" TO UPPE 00 W 0 70 CU L O N O C ) G � rn 70 Y 70 CU �c r0 N >� Z Z v N Z Z MEP PROJECT NO. 19536 DATE 4/14/20 T(� Inn DRAWN KSP CHECKEDD RCC fin Inn N LOWER LEVEL ELECTRICAL PLAN - BUILDING B SCALE 146"-1'0 of XN .�A U SHEET TITLE LOWER LEVEL A /B G D ELECTRICAL PLAN SHEET KEY PLAN E-110 6 GENERAL NOTES 1. BRANCH CIRCUITRY FOR EACH IN DIM DUAL TENANT SPACE IS EXIST NG TO REMAIN PANELS SHOWN NEW ARE REP LACED FOR FAULT CU PRE AT CONCERNS. PANEL TO MATCH EXISTING BREAKER OUANTIIIES AND SIZES. 482S BROADWAY -SUITE 100 TELEPHONOLORA 260-729 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION 0 DRAWING NOTES 1. REPLACE EXISTING PANELBOARD TO MEET NEW SERVICE FAULT CURRENT RATING. SEE SHEET El FOR ADDITIONAL INFORMATION. !a 2. NEW TENANT FEED FROM METER STACK#3(BUILDING B). SEE SHEET EI U ANDE=FOR ADDITIONAL INFORMATION. "X"isafrog eye On 3. REMOVE EXISTING METERS AND UTUTY SERVICE FEEDS. the fixture schedule and this is showing a. FIGHTING CONTROL PANEL REFER To sHEETEMFOR PANEL SCHEDULE AND SPECIFIC CONTROLS an exit sign symbol ENGINEERING INC, pJETIT DIY IC �51L-i BUILDINGB (METER STACKfk3) GE E 3 ISE I REGI ,IIO��....•/T G "Bi"C 1' Bi -3 (PART) AV�j17s 35656 I=E: � X1 is an exit sign on 2 LTG cNTPNu �O F 04.15.20,.,V x1 " a the fixture schedule —� and this is showing a frog eye symbol H © O Bi -1 (PART) O ❑ 0 X1 is an exit sign on O� the fixture schedule H "MECH-A" A and this is showing X1 E:N a frog eye symbol LO a (6 "MECHA" TO UPPE 00 W 0 70 CU L O N O C ) G � rn 70 Y 70 CU �c r0 N >� Z Z v N Z Z MEP PROJECT NO. 19536 DATE 4/14/20 T(� Inn DRAWN KSP CHECKEDD RCC fin Inn N LOWER LEVEL ELECTRICAL PLAN - BUILDING B SCALE 146"-1'0 of XN .�A U SHEET TITLE LOWER LEVEL A /B G D ELECTRICAL PLAN SHEET KEY PLAN E-110 6 GENERAL NOTES 1. ALL LIGHTING, DEVICESAND EQUIPMENT ARE EXISTING TO REMAIN. MAINTAIN CONTINUITY OF CONTROLS AND POWER. n DRAWING NOTES DLACE EXISTING PANELBOARD TO MEET NEW SERVICE FAULT CURRENT RATING. SEE EET E-001 FOR ADDITIONAL INFORMATION. RECONNECT ALL CIRCUITS TO NEW LELBOARD 0 N LOWER LEVEL ELECTRICAL PLAN - BUILDING D SC44B V165 a 1w W TENANT FEED FROM METER STACK#5(BUILDING D). SEE SHEET E1 0 AND E-100 FOR DITIONAL INFORMATION. MOVE EXISTING METER AND UTILITY SERVICE FEED. ORDINATE WITH MECHANICAL CONTRACTOR FOR THE REMOVAL OF GRADE MOUNTED CHAN ICAL EQUIPMENT. REMOVE ALL ASSOCIATED WIRING, CONDUITAND :CONNECTS. MAU DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLJE CEN IC C SLLTING BEGs / �¢ 35656 04.15.20,' 440NAL Vl} 11 ej II W DATE 4/14/20 DRAWN BY KSP CHECKED Cu LOU Q 0 �CID ^`/ WO CU L O N O C G ) � rn (1) 00) 7 ry Y O N CU N r > (/ N MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY KSP CHECKED RCC SHEET TITLE LOWER LEVEL ELECTRICAL PLAN SHEET E-11OD MAIN LEVEL ELECTRICAL PLAN - BUILDING A SCALE ME -1 0 GENERALNOTES 1. BRANCH CIRCU I TRY FOR EACH IN DIM DUAL TENAN T SPACE IS EXISTING TORE MAN. PANELS SHOWN NEW ARE REPLACED FOR FAULT CURRENT CONCERNS. PANEL TO MATCH EXISTING BREAKER QUANTITIES AND SIZES. 0 DRAWING NOTES 1. RE PLACE EXIST NG PAN FILE OAR TO MEET NEW SERVICE FAULT CU PRE AT RATING. PAN ELBOARD FED FROM "MDP -A" LOCATION ON LOWER LEVEL. SEE SHEET El 0 AND E -110A FOR ADDITIONAL INFORMATION. RECONNECT EXISTING CIRCUITS TO NEW PANELBOARD. G DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLJENT CEN IC C SLLTING 11 O`l1'w,... /if 1 �.•, re's_ �. - �¢ 35656 04.15.20,'. � ='�40NAL El}''� I 1 ////I W 19536 DATE 4/14/20 DRAWN BY KSP Cu RCC LOU Q 0 will--+ ao O CU L O N O C G � ) rn moo) 7 ry Y O N CU NN r (/ N MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY KSP CHECKED RCC SHEET TITLE MAIN LEVEL ELECTRICAL PLAN SHEET E -111A -q I nn pl) 0 0 N MAIN LEVEL ELECTRICAL PLAN - BUILDING B SCALE HE -1 0 U GENERALNOTES 1. BRANCH CIRCUITRY FOR EACH INDIVIDUAL TENANT SPACE IS EXISTING TO REMAI N.PANELSSHOWN NEW ARE REPLACED FOR FAULT CURRENT CONCERNS. PANEL TO MATCH EXISTING BREAKER QUANTITIES AND SIZES. 0 DRAWING NOTES 1. EXISTING PANELBOARD AND SERVICE FEED FROM PANELBOARD "Bi"LOCATEDON LOWERLEVELSHALL BE REMOVED. SEE SHEETS E-110 AND E1 o FOR ADDInoNALINFORMAnoN. 2. REPLACE EXISTING PANELBOARD TO MEET NEW SERVICE FAULT CURRENT RATING. SEESHEETEio FORADDInoNAL INFORMATION. co N DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLJENT CEN IC C SLLTING BEGs / �¢ 35656 04.15.20,' 440NAL El} 11 ej II W 19536 I 4/14/20 Z I Z Z Z LOU Q I 0 will--+ ao 11-u-Jl ILll—U I I 1�—U !lll—U N MAIN LEVEL ELECTRICAL PLAN - BUILDING B SCALE HE -1 0 U GENERALNOTES 1. BRANCH CIRCUITRY FOR EACH INDIVIDUAL TENANT SPACE IS EXISTING TO REMAI N.PANELSSHOWN NEW ARE REPLACED FOR FAULT CURRENT CONCERNS. PANEL TO MATCH EXISTING BREAKER QUANTITIES AND SIZES. 0 DRAWING NOTES 1. EXISTING PANELBOARD AND SERVICE FEED FROM PANELBOARD "Bi"LOCATEDON LOWERLEVELSHALL BE REMOVED. SEE SHEETS E-110 AND E1 o FOR ADDInoNALINFORMAnoN. 2. REPLACE EXISTING PANELBOARD TO MEET NEW SERVICE FAULT CURRENT RATING. SEESHEETEio FORADDInoNAL INFORMATION. co N DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLJENT CEN IC C SLLTING BEGs / �¢ 35656 04.15.20,' 440NAL El} 11 ej II W 19536 DATE 4/14/20 DRAWN BY KSP Cu RCC LOU Q 0 will--+ ao O CU L O N O C G � ) rn (1) 00) 7 ry Y O N CU NN r (/ N MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY KSP CHECKED RCC SHEET TITLE MAIN LEVEL ELECTRICAL PLAN SHEET E-1116 DRAWING NOTES 1. DEMOLISH METER, CT CABINET, WIRD, DISC ON NECTS AND PAN ELBOARD IN THIS LOCATION REFER TO ELECTRICAL ONE FINE DIAGRAM FOR EQUIPMENT TO BE DEMOU SHED. 2. PROVIDE NEW PANE Dl IN THIS LOCATION TO MEET FAULT CURRENT . REFER TO PANEL SCHEDULE ON SH EET - FOR MORE INFORMATION. RECONNECT EXISTING LIGHTS RECEPTACLES AND UNIT HEATER(S) TO NEW PANEL 3. ROUTE NEW CONDUITAND FEEDER ALONG THE INSIDE OF THE EXTERIOR WALL TO PANEL LOCATION SHOWN. RUN CONDIT TIGHT TO EXTERIOR WALLAND CEILING STRUCTURE AND PROVIDE CONDUIT SUPPORTS PER SPECIFICAITONS. 0 1 n vlll� Z I ::3 �:::As N Inn I MAIN LEVEL ELECTRICAL PLAN - BUILDING D SCALE I46"=I0 DEMOLISH WALL MOUNTED TEXTURES IN CORRIDOR. PROVIDE NEW FIGHTING FIXTURES AND CONTROLS AS INDICATED ON PLAN. PROVIDE WALL MOUNTED DUAL TECHNOLOGY VACANCY SENSOR. SENSOR TO BE MANUAL ON AND AUTOMATICALLY TURN LIGHTS OFF WTHIN 30 MINUTES OF OCCUPANT LEAVING THE SPACE. DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 ® COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, pJETIT tEIY lc �5LLTING l l pQg'W,... /STF 1 �.•, re's_ �. - �¢ 35656 04.15.20,' 440NAL El} 11 ////I s►, Q ^� W L Cu 2 Lf ) r N O O O 70 (6 L N O NO s_ U U) 0) N 0) Q ry LO (6 N N O L N MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY KSP CHECKED RCC of XN .�A U SHEET TITLE MAIN LEVEL ELECTRICAL PLAN SHEET E -111D BUILDINGA BUILDING B BUILDINGIC N ROOF LEVEL ELECTRICAL PLAN BUILDING D GENERALNOTES 1. PROVIDE WHILE -IN -USE COVERS FOR ALL ROOF MOUNTED GFCI, WP RECEPTACLES. 2. COORDINATE SCOPE OF WORK WITH MECHANICAL CONTRACTOR FOR EQUIPMENT EXISTING TO REMAIN OR TO BE REMOVED. EQUIPMENT IDENTIFIED AS DEMOLISHED TO BE REMOVED IN ITS ENTIRETY. DESIGN EDGE architecture Interior design 482S BROADWAY -SUITE 100 DENVER, COLORADO 80209 TELEPHONE: (303) 260-7277 711 N CASCADE AVE COLORADO SPRINGS, CO 80903 TELEPHONE: (719) 667-1972 COPYRIGHT 2020 DESIGN EDGE A C ALL RIGHTS RESERVED MY COPYING OR OTHER REPRODUCTION OF THESE DRARVINGS WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF DESIGN EDGE A C CONSTITUTES A VIOLATION OF COPYRIGHT LAW AND WILL BE SUBJECT TO LEGAL ACTION ENGINEERING INC, CLJE CEN IC C SLLTING �//Iii / AEG/, 11�pFs1'•�"�'' TFC -. �! s 95656 04.15.200#4R„ _� s8/OflAL 1*1 I � `E..//l W 19536 DATE 4/14/20 DRAWN BY GCT M RCC LOU Q o will--+ ao O CU L O N O C G ) � '^ rn (1) � 70 Y O N CU N r > (/ N MEP PROJECT NO. 19536 DATE 4/14/20 DRAWN BY GCT CHECKED RCC SHEET TITLE ROOF LEVEL ELECTRICAL PLAN SHEET E-112 IV 6 'A �( City Of �Wheat idle MMUNITY DEVELOPMENT C SUBCONTRACTOR AUTHORIZATION FORM I Plumbing Subcontractor I This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contrae FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name:l-tt ramd �W. i� t �contactPhone#: �-233— ( Wheat Ridge Contractor License #:0 1290—S— (required field) State License #: o W I ,95 Master License #: 66 c� Z - I(� d �rr�y�ro� Printed Name P1 Allmorfed Agent Signature th r zed Age 1Arnyh'�f^ yl, 7.3, 200 Da' e From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Thursday, February 25, 2021 10:53:14 AM Revision to Permit Application Permit Number 202000698 assigned to project construction document set. Items either removed from scope or PROPERTY INFORMATION Permit Number 202000698 Property Address 2625 Kipling Street, Wheat Ridge, CO, 80215 Property Owner Name Bobby Ghiselli Property Owner Phone 310-991-9901 Number (enter WITH plumbing work dashes, eg 303-123- occurring, 4567) Property Owner Email bobby.ghiselli@quannahpartners.com Address CONTRACTOR INFORMATION Contact Name Michael Grogan Contact Phone Number 303-260-7277 (enter WITH dashes, eg 303-123-4567) Contact Email Address m.grogan@de-arch.com Retype Contact Email m.grogan@de-arch.com Address DESCRIPTION OF WORK Detailed Revised Project scope has been scaled back from the originally submitted Scope of Work - construction document set. Items either removed from scope or Provide a detailed deferred to future TI projects include removal / replacement of description of the exterior windows and doors, new RTU's, roof screens, new gas change in scope of lines, exterior painting, revised landscaping/ site work, work Including abatements, revised trash enclosure, ect.. Refer to drawing set mechanical, electrical, for revisions. plumbing work occurring, adding/removing walls, etc Engineer Letter (if Field not completed. applicable) Additional Documents Field not completed. on Letter Size Are plans or No documents locked for editing? Construction Plans 2021-02-24- Golds Marketplace- Scone Reduction- Full Set.odf scanned on 11'x17" or larger Additional Project $579,549.00 Value Only add what Valuation OK for reduced scope the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Wheat Ridae- Electronic Payment Form Golds.odf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Michael Grogan Revision Email not displaying correctly? View it in your browser. � ► 44" City of Wheat Ridge '/� Commercial Remodel PERMIT - 202000698 PERMIT NO: 202000698 ISSUED: 03/24/2021 JOB ADDRESS: 2625 Kipling St EXPIRES: 03/24/2022 JOB DESCRIPTION: Restoration of mixed use retail center with A, B and M occupancies to include new exterior finishes, doors, windows; additional mechanical, plumbing and electrical upgrades Site work and tenant finishes on separate permits Tenant: TBD *** CONTACTS *** OWNER (303)667-6081 GHISELLI BOBBY SUB (303) 785-6764 RICK L. KINNING 020447 RK MECHANICAL, INC. SUB (303)233-7007 TORREY COSGROVE 017885 LAKEWOOD PLUMBING LLC SUB (303)233-7007 TORREY COSGROVE 017885 LAKEWOOD PLUMBING LLC GC (303)688-6924 CHRIS HAUGEN, TREY NOBLES, 018694 WHITE CONSTRUCTION GROUP *** PARCEL INFO *** ZONE CODE: C-1 / Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 579,549.00 FEES Total Valuation 0.00 Plan Review Fee 41770.64 Use Tax 12,170.53 Permit Fee 41152.05 Plan Review Addll 21698.83 ** TOTAL ** 23,792.05 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Site signage will require separate permits. NO SIGNAGE IS APPROVED AS PART OF THIS PERMIT. MONUMENT SIGNS MAY ONLY BE CONSTRUCTED AFTER APPROVAL OF MASTER SIGN PLAN AND SUBSEQUENT PERMIT APPLICATIONS. Applicant to submit rooftop mechanical and screening plans as part of individual TI permits. 44" City of Wheat Ridge _A� Commercial Remodel PERMIT - 202000698 PERMIT NO: 202000698 ISSUED: 03/24/2021 JOB ADDRESS: 2625 Kipling St EXPIRES: 03/24/2022 JOB DESCRIPTION: Restoration of mixed use retail center with A, B and M occupancies to include new exterior finishes, doors, windows; additional mechanical, plumbing and electrical upgrades Site work and tenant finishes on separate permits Tenant: TBD I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include al entities entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 03/24/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �t---� Job Address: /2 — IX i P/ 1Aj ` ? Permit Number: CIO ❑ No one available for inspection: Ti Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. D s l In` /PM i CITY OF WHEAT RIDGE - - - Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: t_ Permit Number: 1 ❑ No one available for inspection: Time, M/PM Re -Inspection required: Ye No When corrections are complete, schedtdq re -inspection online. Dat • f Insp t nn Ain r QGAAr11/C TLIIe 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office i INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time O,5AM/PM Re -Inspection required: les, No When corrections are compl61e schle re -inspection online. Date: nn n►nr CITY OF WHEAT RIDGE --- Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Z- K' Permit Number: -2o") �jf/s�Jy-b-"-� ❑ No one available for inspection: Time Re -Inspection required: Yes, When corrections are NEILIFAAtf'AP=M re -inspection online. i ♦ A CITY OF WHEAT RIDGE I Y Building Inspection Division (303) 235-2855 Office i i i INSPECTION NOTICE i Inspection Type: _ Job Address: a f Permit Number:.,. ❑ No one available for inspection: Timeck SAM/PM Re -Inspection required: Yes., When corrections have been made, , edule for re -inspection online at: http.l www.ci.wheatridge.co.uslins ' cti n Datef • 7. 4=41Insp i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: `� _ T Permit Number:.' Ll No No one available for inspection:_Titn Re -Inspection required: Yes'No *When corrections have been http://www, ci, wheatridge. co. u t' for re -inspection online at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:'-,® J Permit Number. " E A2. Tom' ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes o ` When corrections have been made sche le for pection online Vit: h ttp://www. ci. whea tridge. co. usllns�ectio Dat nspect _ i CITY OF WHEAT RIDGE Building Inspection Division spection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time f AM/VI Re -Inspection required: Ye,No When corrections have been madg,�U for re -inspection at 303-234-5933 Date: t1 _ Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: � M I Job Address: Y Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes!, 1110 When corrections have been made, schedille for http✓/www.ci.wheatridge.co.uslnspectiori r Da'�.fi. ' Inspe i CITY OF WHEAT RIDGE J Building Inspection Division I (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ��' /--)!s Job Address: ?G? Si?�%%'r; S7 Permit Number: ZcZG GU G�1GT J No one available for inspection: Time AM/PM Re -Inspection required: Yes ' No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. usCnspection Date: - Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -:Lc� Job Address: Permit Number: (� , ❑ No one available for inspection: Time IPM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection -onling at: http✓/www.ci.wheatridge.co.uslinspe Date#c--,' 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Y Job Address:,Ki (-t Permit Number: 4,,' 4 ❑ No one available for inspection: Ti � ;,_„ M/P ' Re -Inspection required: Yes No When corrections have been made, sphedule for re -inspection online at. http✓/www.ci.wheatridge.co.uelnspe tion Date: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /-® � �=_Cc — Job Address: ,1r=> �"l (� Permit Number: -- r J ❑ No one available for inspection: Ti 0 AM/PM Re -Inspection required: Y No .4 When corrections have been made, �dule for re -inspection online at: http✓/www.ci.wheatridge.co.unsp cti Date: Ins ect- ��' i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:/Z(.) Job Address: KI P-1 Permit Number: J LJNo one available for inspection: Tired IM/PM Re -Inspection required: Ye When corrections have been made, schddule for re -inspect', line at: httpYlwww, ci. wheatridge, co. usrnspectio Dnsp ctor: � ► 44" City of Wheat Ridge '/� Commercial Sign PERMIT - 202001365 PERMIT NO: 202001365 ISSUED: 08/03/2020 JOB ADDRESS: 2625 Kipling St EXPIRES: 08/03/2021 JOB DESCRIPTION: Installing two (2) new joint ID illuminated signs for Gold's MarketPlace. One on Kipling St frontage, one on 26th Ave frontage. *** CONTACTS *** OWNER (720)323-2403 OUTPOST INVESTMENTS, LLC SUB (303)726-5015 CURT MARCOLINA 110193 CDM SIGNS *** PARCEL INFO *** ZONE CODE: C-1 / Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 53,000.00 FEES Total Valuation 0.00 Plan Review Fee 489.91 Use Tax 11113.00 Permit Fee 753.70 ** TOTAL ** 21356.61 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Setbacks shall match MSP, with 7' setback for Kipling sign and 8.5' setback for 26th Ave sign. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. 44" City of Wheat Ridge _A� Commercial Sign PERMIT - 202001365 PERMIT NO: 202001365 ISSUED: 08/03/2020 JOB ADDRESS: 2625 Kipling St EXPIRES: 08/03/2021 JOB DESCRIPTION: Installing two (2) new joint ID illuminated signs for Gold's Marketplace. One on Kipling St frontage, one on 26th Ave frontage. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this,permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Commercial Sign Date: Wednesday, July 22, 2020 12:12:06 PM Commercial Sign This application is exclusively for Commercial Signs YOU MUST ATTACH A VALID ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes Commercial Signs? PROPERTY INFORMATION Property Address 2625 Kipling Property Owner Name Outpost Investments LLC Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 303-725-2070 adam@outpostinv.com Scan 0088.odf APPLICANT INFORMATION Applicant Name What is your role in the project? Wheat Ridge Contractor's License Perry White CDM signs General Contractor Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contact Phone Number 303-994-5799 (enter WITH dashes, eg 303-123-4567) Contact Email Address pawhite53@gmail.com for Plan Review Comments Retype Contact Email pawhite53@gmail.com Address DESCRIPTION OF WORK Scope of Work Fabricate one new joint ID illuminated sign for Kipling location east elevation and one smaller illum. joint ID display for 26th Ave. location south elevation Square Footage See Golds MarketPlace master sign plan Name of Business Golds MarketPlace Location of Sign Largerjoint ID sign on east elevation facing Kipling Smallerjoint ID display on south elevation facing 26th. Is structural required? Yes Upload engineer letter 2020-07-07 152703enadrawinanawhite (11 odf or pages on 8 1/2" x 11" only Upload any 8 1/2" x 11,, Golds Marketplace R1 (2) (1) (2) (2).odf pages Sign Installation Plan Golds Marketplace R1 (2) (1) (2) (2).Ddf Set on 11'x17" only. Project Value (contract $53,000 value or cost of ALL 553,000 Valuation is OK materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Perry White Permit I attest that everything stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Yes Email not displaying correctly? View it in your browser. 50 40 Z V/ O 30 cyW F - Z W 11 20 O Z W = 10 I _AC -4, 9- "^1J 0 20 40 60 80 100 120 140 160 180 AREA OF SIGN W (f?) 41 SULLAWAY PILE SIZE (DIAMETER AND DEPTH IN FT) ► ■ ENGINEERING 27 # DIA. DEPTH mo II ��� iii DEPTH # DIA. DEPTH 1 1.50 4.0 11 3.00 8.0 21 4.00 111111 1 _ 2.00 4.0 12 2.50 9.0 22 4.00 13.0 3 1.50 5.0 13Y 3.00 9.0 23 4.50 13.0 4 .2.00 5.0 4 2.50 10.0 24 4.50 14.0 5 1.50 6.0 15 3.00 10.0 25 5.00 14.0 6 2.00 6.0 16 3.50 10.0 0 20 40 60 80 100 120 140 160 180 AREA OF SIGN W (f?) 29 28 41 SULLAWAY PILE SIZE (DIAMETER AND DEPTH IN FT) ► ■ ENGINEERING 27 # DIA. DEPTH # DIA. DEPTH # DIA. DEPTH 1 1.50 4.0 11 3.00 8.0 21 4.00 12.0 2 _ 2.00 4.0 12 2.50 9.0 22 4.00 13.0 3 1.50 5.0 13Y 3.00 9.0 23 4.50 13.0 4 .2.00 5.0 4 2.50 10.0 24 4.50 14.0 5 1.50 6.0 15 3.00 10.0 25 5.00 14.0 6 2.00 6.0 16 3.50 10.0 26 5.00 15.0 7 2.00 7.0 17 3.00.0 11 27 6.00 15.0 8 2.50 7.0 18 3.50 11.0 28 6.00 16.0 9 2.00 8.0 1 19 1 4.00 1 11.0 29 6.00 17.0 10 1 2.50 8.0 1 20 1 3.50 1 12.0 29 28 41 SULLAWAY ► ■ ENGINEERING 27 10815 RANCHO BERNARDO RD., SUITE 280 SANOIEGO, CA92198 .ECTMANAGERSLLAWAYENGCOM (858F312-5150 sdla.e g- SIGN DESIGN 26 ENGINEERING STANDARDS; 25 FOR THE STATE 24 OF COLORADO 23 PROJECT NUMBER: 19349 22 DATE: 11-6-2018 21 SCALE: NO SCALE 20 DRAWN BY: MFS 19 DESIGNED BY: MFS 18 17 REVISIONS: 16 NO. DATE 15 1Q 14 0 13 200 220 240 260 280 300 THIS ELECTRONIC SIGNATURE HAS BEEN AUTHORIZED BY ME City of � COW heat" MMUNEIY DEVELOPMENT La APPROVED 90 S Reviewed for Code Compliant:e Randy Slusser 7/28/2020 F V=115 MPH SHEET TITLE: Plans Examiner Date )OSE THE CURVE ABOVE THE POINT I SINGLE POLE - FOUNDATION VAdlte of oerwh: "W is,uen.e o/ o permRa gpprowi o/ptms spe<sfro.tloM .nd mmputot- shop rat be o permit/., or m opprwot of my ..room to my of the provisam of the b.rMt.g code or of OW Chy.ediia v. Permits psewrtxnp ro prue oath" to .otos¢ or WMI the prwmvns of the Nrt OV s»des or oMtrorINrteertetof dw Chy Shap out be wNd P£ 44225 SHEET: $2 (pct -t-54- --A—Ac I I 50 I I I I I I I I I I I 1 I I I I I I eoLORaDo I 3.5 0.226 12 16.0 0.375 I I I 0.375 I 5.0 0.258 14 20.0 0.375 7 6.0 0.280 15 22.0 0.375 8 8.0 0.322 16 24.0 0.375 4O 14 ! W, SULLAWAY 13 I 11111IMENGINEERING 12 � I I 10815 RPNCHO BERNM00 RD., SUITE 200 I I 11 I I I I SAN DIEGO, CA82799 PRWECTWNAGER§SULLAWAYENG.COM 10 (&58)3126 W �sml�yely.wl T $ — 9 I i O 30 I 1 2 3 SIGN DESIGN ENGINEERING ry 14 16 1 2 STANDARDS; hFOR THE STATE OF COLORADO Z (� PROJECT NUMBER: 20 19349 LL 0 DATE: 11-6.2018 —j SCALE: NO SCALE V DRAWN BY: MFS W DESIGNED BY: MFS 10. REVISIONS: NO, DATE 0 20 40 60 80 100 120 0 0 80 00 220 240 260 280 300 AREA OF SIGN 'A' (ft2) THIS ELECTRONIC SIGNATURE HAS BEEN AUTHORIZED BY ME o�QE'p S30 PE 44225 Y PaF /ONAI��� NOTES 1. PLOT POINT AND CHOOSE THE CURVE ABOVE THE POINT V = 115 MPH SHEET 2. Fy = 35 KSI FOR DIAMETERS < 12", Fy = 42 KSI FOR DIAMETERS z12" SINGLE POLE- PIPE & ROUND TITLE: SHEET: HSS City Of S4 I I I I I I I I I I I I I I 1 I I I I I I I I I 3.5 0.226 12 16.0 0.375 I I I 0.375 I 5.0 0.258 14 20.0 0.375 7 6.0 0.280 15 22.0 0.375 8 8.0 0.322 16 24.0 0.375 14 13 I 12 � I I I I 11 I I I I 10 T $ — 9 I i I 1 2 3 14 16 1 2 Wheat Ridge Building Division PIPE 8 ROUND HSS- UNITS; INCHES # DIA t # DIA t 1 2 0.154 9 10.0 0.365 2 2.5 0.203 10 12.0 0.375 3 3.0 0.216 11 14.0 D.375 4 3.5 0.226 12 16.0 0.375 5 4.0 0.237 13 18.0 0.375 6 5.0 0.258 14 20.0 0.375 7 6.0 0.280 15 22.0 0.375 8 8.0 0.322 16 24.0 0.375 Wheat Ridge Building Division Wheat Ridge Building Division 50 '��d i iii I I II IIII I�IIII _ CDL®®RA 29 4 SULLAWAY 28 40 ! • ENGINEERING 27 10815 RANCHO BERNA RDO RO., SUITE 260 SAM DIEGO, CA 92198 PR.EC1MANAGER@SJLLAWAYENG.COM 858I�125150 .s8awa}ang.rgm SIGN DESIGN LL 30 26 ® ENGINEERING w 25 STANDARDS; FOR THE STATE 1- 24 OF COLORADO PROJECT NUMBER: LLI U 23 19349 LL 20 22 DATE: 11-62018 ® i 21 SCALE: NO SCALE 20 DRAWN BY: MFS 19 wDESIGNED BY: MFS 10 18 REVISIONS: 17 16 NO. DATE 1Q 15 14 Q 13 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 AREA OF SIGN 'A' (fl2) THIS ELECTRONIC SIGNATURE HAS BEEN PILE SIZE (DIAMETER AND DEPTH IN FTI AUTHORIZED BY ME # DIA. DEPTH # DIA. DEPTH # DIA. DEPTH 1 1.50 4.0 11 3.00 8.0 21 4.00 12.0 • �� '�p:t 2 2.00 4.0 _ 12 2.50 9.0 22 4.00 13.0 3 1.50 5.0 13 3.00 9.0 23 4.50 _13.0 �a P44225 >: E 4 2.00 5.0 14 2.50 70.0 24 4.50 14.0 ,0 S- t,x, 5 1.50 6.0 15 3.00 10.0 25 5.00 14.0 6 2.00 6.0 16 3.50 10.0 26 5.00 15.0 «,.t 7 2.00 7.0 17 3.00 11.0 27 6.00 15.0 O;A; 8 2.50 7.0 18 3.50 11.0 28 6.00 16.0 NOTES TITLE: SHEET: 2.00 8.0 19 4.00 11.0 29 6.00 17.0 V = 115 MPH SHEET 1 2.50 8.0 20 3.5D 12.0 1. PLOT POINT AND CHOOSE THE CURVE ABOVE THE POINT SINGLE POLE - FOUNDATION city dy Wheat Ridge Building Division '��d i iii I I II IIII I�IIII Wheat Ridge Building Division I.N.SINN*r ON C11TC eL ARIC MUST BE O 2' B' Al Sublet[ 21.0. Reviewed for Zoning Compliance by City cf Wheat Ridge Planning Divlslc APPROVED BY: DATE: *(I EA.) GIF ILLUMINATED MONUMENT SIGN 114'.1'.0's, "' LBBB TO BE PROVED IN VECTOR FORMNT PRIOR TO PRODUCTION "' complies with approved Sign Plan (WSP-20-04). (s shall match MSP, with 7' : for Kipling sign and 8.5' : for 26th Ave sian. (� (�o i Ln � -LID IS Signs Speclallaed Sign F briclation I.D. SOLUTIONS FOR BUSINESS tion °ST�nce° APPROVED a CONCEPTUAL NIGHT VIEW THIS DRAWING WAS CREATED TOASSISSI IN VISUALIZING OUR SIGNAGE PROPOSAL. THEORIGINAL IOFAB RESSEOHEREINMETREE LUSWEPROPERIYOFBMARr BRITE. PERMISBIONTOCOFYOR REVISE THIS DRAWING DAN ONLY BE OBTAINED THROUGH A WRITTEN AGREEMENT WITH SMART MUT E. CONTACT YOUR SALES REPRESEMAnIVE ATTHE OFFICE OF SMART BRUTE. DISTRIBUTION OR EaNIBmON OF THIS ARTWORK TO ANYONE OTHER THAN EMPLOYEES OF YOUR COMPANY, OR USE OF THIS ARTWORK TO CMSTRUCTASIGN SIMIW3TO THE EMBODIED HEREIN IS EXPRESSLY FORBIDDEN. REPRODUCTION OF THIS ARTWORK WITHOUTTHE PERMISSION FROM SMMT BRITP IS ILLEGAL, AND PUNISHABLE BYLAW. R -ed TN Dmec t roe _ Randy Slusser 7/28/2020 cTRIc Plane Eumlar pate ION P.� ror»sw..iwo-..aw Nwewwo THIS DRAWING WAS CREATED TOASSISSI IN VISUALIZING OUR SIGNAGE PROPOSAL. THEORIGINAL IOFAB RESSEOHEREINMETREE LUSWEPROPERIYOFBMARr BRITE. PERMISBIONTOCOFYOR REVISE THIS DRAWING DAN ONLY BE OBTAINED THROUGH A WRITTEN AGREEMENT WITH SMART MUT E. CONTACT YOUR SALES REPRESEMAnIVE ATTHE OFFICE OF SMART BRUTE. DISTRIBUTION OR EaNIBmON OF THIS ARTWORK TO ANYONE OTHER THAN EMPLOYEES OF YOUR COMPANY, OR USE OF THIS ARTWORK TO CMSTRUCTASIGN SIMIW3TO THE EMBODIED HEREIN IS EXPRESSLY FORBIDDEN. REPRODUCTION OF THIS ARTWORK WITHOUTTHE PERMISSION FROM SMMT BRITP IS ILLEGAL, AND PUNISHABLE BYLAW. I 2'.0' � 2'-0• 61.1112 - ALUMINUM CAP PAINTED MP BRUSHED ALUM. 31 3' ALUMINUM FRAME &BMDERS PAINTED MP BRUSHED ALUM. BACN WI MCNICHBI81'A2' WIRE MESH PAINTED MP BRUGHEO ALUM. ;;z;;;- WHITE POLYCARBONATE FACE WI -"`- ,'B• ,ST SURFACE BLACK III TRANSLUCENT AWL GRAPHICS. COLORS T.B.D. ....... � mmmmmmm t I 811 . ® ALUMINUM CABINET WI 2• RETAINERS B pl'9Ip' ®_ &OMDER BARS PAINTEDFACES. ....... „'.p• &BORDETE BARS NTEFBLAC ....... _ ® INTERIM WHITE LE.B.ILLUMINATION. ALUMINUM CAP ®_ BRUSEO ALUM.PAIN7ED MP m 3 0 00�000�000�o ALUMINUM BASE WI m 2..T. 1 — mom000mo ALUMINUM USE T BIIICK 4 a END VIEW a a 11 EA.) DIF ILLUMINATED MONUMENT SIGN 114•.1'.0- a "' LBBB TO BE BUOYED IN VECTOR FORMAT PRIOR TO PRODUCTION "' E ECTRIC SIGN MOTE: All COP, IN InMeb Madned by SmRI BrIM.AMI paoArtlln, and On mBn Memole m WNAy of Me dlWK SubmMued maNm Inc lyp mpblal Beer WBl be tlme a cMme Mneme. LISTED •tion mly. AOWs dm eampMe mn be oMeined fm i your dee npmunbtire upon request Al dimensom Arte nnnuneM. city at Wheat Ridge Building Division IND WAR CREATEOW IN VIOSUALRINO OUR RIONAGE PROPORK. THEORIGINALTHI80MWMUNINO DAN DRUBEOIRED THROUGH AWRITTEN AGREEMENT WITH SMART Sign TII8EBBED OUGIPERMISSIONTOCOFYOR TH NmDesign HR CONTACT YOUR ONTATYOURLEAREPREG TATIVEATTREOFFICE OF SMART BRUTE. OIGTRTIONORIXRIRTI O x D(moom Signs Fabrication FTHISARKTOE OERTHAN EMPLOF YOURRUSEOFSAW CONRTRUCTASIGN SIMIW3TO THE EMBODIED HEREIN IS EXPRESSLY FORBIDDEN. REPRODUCTION Installation OF THIS ARTWORK WITHOUTTHE PERMISSION FROM SMART UNITS, 19 ILLENLL, AND PUNISHABLE BYLAW. I.D. SOLUTIONS FOR BUSINESS Sarmce kri • EMG YILYI • • FOOTING GET.IIL 1W M' Slig S1SR 01n 6— -- FYenr�TTm I.D. SOWT10NS FOR BUSINESS m Began Lection Required City of Wheat Ridge Buili no Division DEC Tit Mi m... w-.. CITY OF WHEAT RIDGE , . Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Re -Inspection required: Ye When corrections have been made, httpJ/www.ci. wheatridge.co. usrnspi D t G� • spec r M/PM for re -inspection online at. ' City of Wheat Ridge Commercial Sign PERMIT - 202001365 PERMIT NO: 202001365 ISSUED: 08/03/2020 JOB ADDRESS: 2625 Kipling St EXPIRES: 08/03/2021 JOB DESCRIPTION: Installing two (2) new joint ID illuminated signs for Gold's MarketPlace. One on Kipling St frontage, one on 26th Ave frontage. *** CONTACTS *** OWNER (720)323-2403 OUTPOST INVESTMENTS, LLC SUB (303)726-5015 CURT MARCOLINA 110193 CDM SIGNS *** PARCEL INFO *** ZONE CODE: C-1 / Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 53,000.00 FEES Total Valuation 0.00 Plan Review Fee 489.91 Use Tax 1,113.00 Permit Fee 753.70 ** TOTAL ** 2,356.61 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Setbacks shall match MSP, with 7' setback for Kipling sign and 8.5' setback for 26th Ave sign. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. City of Wheat Ridge OOO* Commercial Sign PERMIT - 202001365 PERMIT NO: 202001365 ISSUED: 08/03/2020 JOB ADDRESS: 2625 Kipling St EXPIRES: 08/03/2021 JOB DESCRIPTION: Installing two (2) new joint ID illuminated signs for Gold's MarketPlace. One on Kipling St frontage, one on 26th Ave frontage. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this crmit. I further attest that I am legally authorized to include all entities named within this document as parties to the work toe performed and that all work to beperormeisdisclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpennit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The isstuince or granti g f a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appl ab co e or an dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Zt Permit Number: Tt ❑ No one available for inspection: Time AIjA'/PM Re -Inspection required: Yes o When corrections have been mad sche le for re -inspection online at: http://www"ci.wheatridge.co.usns Dale:) 7 p City of Wheat Ridge Site Work Permit PERMIT - 202000699 PERMIT NO: 202000699 ISSUED: 07/02/2020 JOB ADDRESS: 2625 Kipling St EXPIRES: 07/02/2021 JOB DESCRIPTION: Renovation. of existing site to include new utilities, paving, walks, landscaping and walled enclosures. Sq footage: 125,774 **REVISION: Installing footings originally on building renovation application no. 202000698; update electrical, demo mechanical and eliminate steel canopy; no added valuation *** CONTACTS *** OWNER (720)323-2403 OK26, LLC GC (303)688--6924 CHRIS HAUGEN, TREY NOBLES, 018694 WHITE CONSTRUCTION GROUP *** PARCEL INFO *** ESTIMATED PROJECT VALUATION: 1,576,185.00 FEES ZONE CODE: C-1 / Commercial USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,576,185.00 FEES Total Valuation 0.00 Plan Review Fee 5,738.04 Use Tax 33,099.89 Permit Fee 8,827.75 Engin. Review Fee 1,100.00 ** TOTAL ** 48,765.68 *** COMMENTS *** *** CONDITIONS *** Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within. the plan set and any construction errors resulting from inaccurate information. Approved per Case No. WSP-20-01. Site signage will require separate permits. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior. to C.O. (WSP-20-01), a landscape escrow agreement with financial guarantee in the amount of 1251 of the cost of the installation shall be required if not installed and C.O. is desired. The issuance of a building permit shall not be construed to be approval of a business license. City of Wheat Ridge r Site Work Permit PERMIT - 202000699 RMIT NO: 202000699 ISSUED: 07/02/2020 B ADDRESS: 2625 Kipling St EXPIRES: 07/02/2021 JOB DESCRIPTION: Renovation of existing site to include new utilities, paving, walks, landscaping and walled enclosures. Sq footage: 125,774 **REVISION: Installing .footings originally on building renovation application no. 202000698; update electrical., demo mechanical and eliminate steel canopy; no added valuation I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner ofthe properly and am authorized to obtain this permit and perform the work described and approved in conjunction with this pem I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Rrgnature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance g ntin� of a pee''t shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable co any rdinanr regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Monday, July 13, 2020 3:03:48 PM Revision to Permit Application Permit Number 202000699 assigned to project PROPERTY INFORMATION Permit Number 202000699 Property Address 2625 Kipling Street, Wheat Ridge, CO, 80215 Property Owner Name Bobby Ghiselli Property Owner Phone 310-991-9901 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email bobby.ghiselli@quannahpartners.com Address CONTRACTOR INFORMATION Contact Name Chris Haugen Contact Phone Number (enter WITH dashes, eg 303-123-4567) Com@ a FRI91inw-ArGRm 303-591-5056 chaugen@whitecg.com Retype Contact Email chaugen@whitecg.com Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Architectural cover sheet has been revised to include new sheets S1.5, E-010, and E-101. A4.2 has been included to clarify scope around ground mounted mechanical demolition and elimination of the steel canopy at this time. Drawing S1.5 includes details for footings previously approved on the Building permit set for this site. Footings are to be installed to minimize disruption to the new patio being installed under this permit. Electrical drawings are being issued at the request of engineering for the previously approved site street lighting. This lighting is powered from pole mounted Xcel transformers and not from our building. Engineer Letter (if Field not completed. applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. 0 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Eric Gruber Revision Email not displaying correctly? View it in your browser. Architecture 7/13/20 Randy Slusser, CBO Chief Building Official Building Division City of Wheat Ridge Community Development Office Phone: 303-235-2803 rslusser(aDci.wheatridge.co. us RE: Gold's Marketplace —10019 West 26th Avenue Permit Number- 202000699 Dear Mr. Slusser: DESIGN EDGE Last week we spoke regarding updating our site permit set of drawings to include some additional work to be performed under this construction permit. Those items are as follows: • Architectural cover sheet has been revised to include new sheets 51.5, E-010, and E-101. • A4.2 has been included to clarify scope around ground mounted mechanical demolition and elimination of the steel canopy at this time. • Drawing 51.5 includes details for footings previously approved on the Building permit set for this site. Footings are to be installed to minimize disruption to the new patio being installed under this permit. • Electrical drawings are being issued at the request of engineering for the previously approved site street lighting. This lighting is powered from pole mounted Xcel transformers and not from our building. If any of the above or attached drawings is unclear, please contact me at your convenience. Please do not hesitate to contact us if you have further questions or need more information. Thank you. Sincerely, Andy Olree — Principal Interior Design Design Edge, P.C. Planning Construction Management Design Edge, P.C. 482 South Broadway Suite 100 Denver, CO 80209 Tel 303 260 7277 Fax 303 260 7282 www.de-arch.com Denver, CO Colorado Springs, CO COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 (!) Jill.. h(l)~tJ. C,.l-.f'b I"'JJ...1 ~f)I"~ ADOV' 1,\\ \.k ~'^^ r'eJ. (y/a{;'S, @ ~~di~/1 :g;~. ri~:';~ Z,I he Dvdcx:led " 1..0~" de. hlA i \<11 V1~6 DCC '-<~ II ;:> ~ ./^/-o.4Y O~Y2 -c:T7 When corrections have been made, call for re-inspection at 303-234-5933. . 4/J Date: //--Z75 -o~ ~/ g- Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: /(:,?~t A'lA2:/A"&'"" 5'&..c~ ;/~".., "c;7/V.h/L /.';> /7C.#~v /~ d .;C#' /' N;' , SA- //'.c ~A'" ;M'I'/;JO)~ /A/' ///7//7V /,?;""Y).L/. c;nOF/777~ 2 > ~~<;;4 /21L09A"/.7Y" ~ ~/.Y'~AY'/ ~ ()/.I7?~d1 ~ A'R~/9. ~? ~h g.;' .....0\".9,y'".;:- @ ~~' -;;p./ ,8(;',/ (!J~.k .4~. -1..7, /..cbx- /J//~ /' P~~b~ A//S.>/""~ &~.e'.4'~< When corrections have been made, call for re-inspection at 303-234-5933. 0...'/0;//'7% ~./' . .' Inspector DO NOT REMOVE THIS NOTICE " City of Wheat Ridge Commercial Plumbing PERMIT - 060981 PERMIT NO: JOB ADDRESS: DESCRIPTION: 060981 2625 Kipling St. install approximately 15' ISSUED: 10/13/2006 EXPIRES: gas line+water line to condenser *** CONTACTS *** 720/276-3811 720/276-3811 Greg Quintana Bob Gold 01-8416 V.Q. Plumbing Co. Paramount Lanes go owner ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: BLOCK/LOT#: UA 0/ Permit Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED FEES 30.55 .00 2.70 33.25 PROJECT VALUATION: 150.00 ** FEE SUMMARY ** 1J~j3ID Comments: must meet IBC 2003 Subject to field inspection certify that the setback distances proposed by this permit application are accurate, and do not violate applicable , rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all ts shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this ion and that I assume full responsibility for compliance with the Wheat Ridge Building Code (l.B.C) and all other able Wheat Ridg dinances, for work under this permit. Plans subject to field inspection. ()~/"j-Ob date This permit was issned in accordance with the provisions set forth 1n 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 180 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 have been or if suspension or abandonment exceeds one (I) 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 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,~~iolat' of visions of the building codes or any other ordinance, law, rule or regulation. All plan rev' ~~je e ~ions. date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Community Development Department COMMERCIAL & MULTl.FAMlLJf Bl1U;DiJNG Pl1'RM7T'APP:UiC::4'E'JOW' F ~ " , : ,:, ; '.' !:7. .' !;":" : , j! "_;'."-,' - f - .', ." i :' f i' ;' . .. ~ - -._- - . - .,. - . .. -, .., . .. ,. Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: 80b CoLe dlf:,,;. r:- K~ f L(N'1 Phone: 7/j~. P Phone: 7"Ui. "Z 7 <.. - '3 ,y-fr ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildinq Dept. Valuation Figure: $ I hereby certify that the setpackdistances 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 [ have read and agree to abide by all conditions printed on this applicati n and that I assume full responsibility for compliance with the Wheat Ridge 8 ing Code (LB.C) and all other applicabie Wheat Ridge Ordinances, for work under s permit. Plans subject to field lnsp~ction. Value:$ 1$<>.- Pennit Fee:$ Plan Review Fee:$ Use Tax:$ Tota1:$ (OWNER)(CONTRACTOR): SIGN,ED "(OWNER){CONTRACTOR):PRINTED OATE IJATE Use of Space (description): Description 'of work: ~' ~ 'trfftl-o-y: 'l' t..-A-f.e#- '-''-''e.... Ir' .-t;:, ~ Sq. Fl. added ONING COMMENTS: Approval: Zoning: BUILDING DEP AR'l:MENT USE ONLY Sq.Ft.: SIC: BUILDING COMMENTS: Approvai: PUBLIC WORKS COMMENTS: .. Approval: . IRE DEPARTMENT COMMENTS: Approval: OCCU pancy: Walls: Roof: Stories: Residential Units: Electric~li License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and i.s 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 ~~~ , . , This permits hall expire if (A) thework authorized is not commenced within sixty (60) days from is:5ue date or (B) the building authorized is suspended or abandoned for a period of 1 80 days. lfthis 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 suspensiol) or abandonment has not exceeded one (1) year~ If changeshave been or if suspension Of abandonment exceeds one (1) year, full fees shall be paid for a-new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspectof twenty-four (24) hours in advance forall inspections and shall receive written approval on inspection card before proceeding with successive phases of thejob. 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, any violation of the provisions'of the building cod~s or any other ordinance, law, rule or regulation. All plan,review is subject to field inspections., (2) (3) (4) (5) (6) Chief Building Official o HDDD (j) 0) @ @ @ .Pr\faL /" ~ ...- r-<yeK YIi70L,1.;;. . .' /&/)(./4!! 3fa II )<" z+ If 1~/v/4/{ HOOD ELEV A nON -w~ ~ (!j NOTES: THE EXISTING ANSUL R-102 SYSTEM SHALL BE UPGRADED TO COMPLY WITH UL-300 REQUIRMENTS, THE MANUFACTURER'S MANUAL AND RECOMMENDATIONS, N.F.P.A #17 A AND #96. ALL PIPING SHALL BE SCHEDULE 40 BLACK IRON. ELECTRICAL MICRO-SWITCHES ARE RATED AT 21 AMPS AT 125 VAC. INSTALLER SHALL VERIFY LOCATION OF SYSTEM AND PULL STATION WITH JOB SUPERINTENDANT. LOCATION OF MANUAL PULL STATION SHALL BE A MINIMUM OF 10 FT. FROM THE HOOD AND NEXT TO AN EXIT DOOR OR ON A PATH OF EGRESS. INSTALLER SHALL FIELD VERIFY ALL HAZARD DIMENSIONS FOR PROPER NOZZLE TYPE AND POSITIONING PER ANSUL R-102 UL-300 MANUAL THE ANSUL SYSTEM SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM IF EXISTING. PLENUM SIZE: 6'X20" DUCT NO. & SIZE: 1 @ 1S" X 1S" ITEM QUANTITY PART NO. DESCRIPTION 1 1 430299 3 GALLON REGULATED RELEASE MECHANISM 2 1 79372 3 GALLON ANSULEX LOW Ph 3 1 423441 101-20 EXPELLANT GAS CARTRIDGE 4 1 423881 DOUBLE DUAL MICRO SWITCH 5 1 4835 REMOTE MANUAL PULL STATION NOT USED 6 2 419335 PLENUM/APPLIANCE NOZZLE 1N 7 1 419337 DUCT NOZZLE 2W 8 2 419338 APPLIANCE NOZZLE 3N 9 3 415742 FUSIBLE LINK DETECTOR PARAMOUNT LANES 2625 KIPING STREET WHEATRIDGE, CO S0215 SCALE: N.T.S. DATE: OS/2S/06 APPROVED: DR. BY SP REV. ANSUL R-102 3 GALLON UL300 LIQUID CHEMICAL FIRE SUPPRESSION SYSTEM SIMPLEXGRINNELL FIRE PROTECTION 6240 SMITH ROAD, DENVER, CO S0216 (303) 355-0500 JOB NUMBER: ANSUL II .' DESIGN INSTAllATION RECHARGE AND MAINTENANCE MANUAL ... - .. - - - - - - .. - - - - - - , .1. R-102 RESTAURANT FIRE SUPPRESSION SYSTEM' (Standard UL 300 Listed) o-19-0 1101101 ThIs manual Is Intended for use with Ansul R-102 Reslaurant . Are Suppression Systems. Those who Inslall, oparete, recharge, or mEilnlaln these fire sup- pression systems should read this enUre menuel, Speclllc sec- tions will be of partlculer Interest depending upon one's responslblllUes. Design, InstellaUon, recharge. and maintenance of the system must conform to the IImllaUons delalled In this manual snd per- formed by an Indlvlduel who aRended an Ansul training program alid beceme trained to Install, recharge. design, and maintain the Ansul system. Are suppressIon aystems are mechanical devices, They need pertedlc cere. MaIntenance Is a vllal step In the performance of your fire suppressIon system: As such It must be performed In accordance with NFPA 96 (Standard for the Installation of Equipment for the Removal of Smoke and Grease-Laden Vapors from Commercial CookIng Equipment) and NFPA 17A (Standard on Wet Chemical ExtJngulshlng Systems) by an authorized Ansul distributor. To provide maximum assurence that the fire suppres- sion system will operste effectIvely end sefely, melntenence must be conducted at six-month Intervals, or eertler If the sltuaUon dlc- lates. l\velve-year maintenance mustlnelude agent tank hydro- slaUc,testlng, ANSUL PART NO, 418087-07 ANSUL. ANSULAlJTOMAN and ANSULEX ..trademarks of AmiullncorponlWd ern. .fIIn.lea. DESIGN AND APPLICAT!ON The Ansul R-102 Restaurant Fire Suppression System Is designed to' provide fire protection for restaurant COOJdng appli- ances, hoods, and ducts. It Is a pre-engineered group cf mechen- IcaI and electrical components for installation by an authorized Ansul distributor, The basic system consists of an ANSUL AUTOMAN regulated release assembly which Includes a regulat- ed release mechanism and a liquid agent storage lank housed within a single enclosura. Nozzles, detectors, cartridges, liquid agent, fusible links, pulley tees, and pulley elbows are supplied In separate packages In the quantiUes needed for each fira suppres- sion system arrangemenl The system provldesautomaUc aCtuaUon; or ~ can be actuated manually through a remote manual pull stallon. The system Is also capable of shulllng down appllancas at system actuation. For appliance shutdown requirements, refer to the current version of NFPA 17A, 'Slandard For Wet Chemical ExtInguishing Systams; and NFPA 96, 'Slandard For Ventilation Control and Fire Protection of Commercial Cooking Operations.' Additional equipment Includes: ,remote manual pull stsUon, mechanical and electrical gas valves, pressure switches, and eleo- trlcal switches for automatic equipment and gas line shut-off. Accessories can be added, such as alarms, warning lights, etc., to Installallons where required. The R-102 system suppresses fire by spraying the plenum area, the fllters, cooJdng surfaces, and the exhaust duct system with a predetermined flow rate of ANSULEX Low pH Liquid Fire Supprassant. When the liquid agent Is discharged onto e cooking appliance fire, ~ cools the grease surface, and reacts with the hot grease (saponification) forming a layer of soap~lka foam on the surface of the fal This leyer acts as InsulaUon between the hot grease and the atmosphere, thus helping to prevent the escape of combusUble vapors. Exhaust fans In the venblating system should be left on. The forced drall of these fans assists the movement of the liquid agent through the ventilating system, thus eldlng In the fire suppression process. These fans also provide a cooling effect In the plenum and duct aller the fire suppression system has been discharged, The system Is UL listed with or withOut fan operation. It Is also recommanded that make up or supply air isns, Integral to the exhaust hood(s) being protected, should be shut down upon system actuation, l" Along with the fire suppression sys tem, the total system design mustlncluda hand portable fire extlngulsher(s) locatad within the cooklng/reslaurant erea that can be used to manually suppress a fire thai may be burning In an unprotected area, Refer to NFPA 10, 'Slandard For Portable Fire extinguisher; for additional Information. ' UL LISTING The R-102 Reslaurant Fire Suppression System has been tested and Is listed by Underwriters Laboratories, Inc. as a pre-engl- " nee red system, The system Is In compliance with UL Test "Slandard 300, These tests require extinguishment of fires which are Inlllated In deep fat fryers, ranges, griddles, char-broilers, woks, upright broilers, chain-broilers, filters, plenum chambers, hoods, and ducts aller pre-loading each appliance with a pre- scribed amount of cooking grease, Each fire Is allowed to progress to maximum Intensity before the fire suppression system Is actuated, SECTION I - GENERAl INFORMATION UL EX. 3470 ULC CEx747 Page 1-1 10-1-02 REV. 3 DEFINmON OF TERMS Actuation Gas Line: Piping from the ANSUL AUTOMAN Regulated Release Assembly which supplies nitrogen or carbon dioxide to the Regulated Actuator Assembly for multlple-lank sys- tem actuallon. Agent Tenk: A pressure vessel containing the liquid agent ANSUL AUTOMAN Regulated Releese ASsembly (Electrlcel): An assembly which contains the reguleted release mechanism, agenltank (ordered separately), expallant gas hose, solenoid, and electric switch within a melal enclosure. The enclosure contains knocl<outs to facllltate component hookups. ANSUL AUTOMAN Regulated Release Assembly (Mechani- cal): An assembly which contains the regulated release mecha- nism, agent tank (ordered separatsly), and expellant gas hose within a melal enclosure, The enctosure conlalns knockouts to meDitate component hookups. Authority Having J.urlsdlclfon: The 'authority having Jurisdiction' Is the organizallori, olllce, or Individual responsible klr 'approving' equlpmen~ an Installallon, or a procedure. The phrase 'Authority Having Jurlsdlctlon'ls used In a broad manner since jurisdlctlcns and 'approval' agencies vary as do their responslbDltles, Where public safety Is primery, the 'authority having Jurisdiction' may be a federal, slate, local, or other regional department or Individual such as a fire ch'ef, fire mershal, chief of a fire prevention bureau, labor departmen~ health department, building official, electrical Inspector, or others having statutory authority. For Insurance pur- poses, an Insurance company representative may be the 'euthor- Ity having JUrisdiction.' In many circumstances the properly owner or his designated agent assumes the role of the 'authority having jurisdiction;' at govemmenl Inslallallons, the commanding olllcer or departmental official may be the 'authority having Jurisdiction.' Blow-Off Cap: A cap which covers the end of the nozzle lip and prevents grease from plugging the nozzle orifice. Branch Line: The agent distribution piping which extends from the supply line 10 the nozzle(s). Bursting Disc: A disc Inslalled in the lank adaptor which elimi- nates the siphoning of the agent up the pipe dUring extreme tem- perature variations. Cartridge: A sealed, steel pressure vessel containing nitrogen or carbon dioxide gas used 10 pressurize the agent tank. Cooking Apptlance: Includes fryers, griddles, ranges, upright broilers, chain broilers, natural charcoal broners, or char-broilers (electric, lava rock, gas-radlan~ or mesquite). Cooking Area: Cooking area Is defined as the maximum surface that requires protection. Each type of appliance has a defined cooking area. For example, the maximum cooking area Is the fry- pot for a fryer without a dripboard and the maximum cooking area is the combined frypot and dripboard for a fryer with a drlpboard, Conduit Offset Assembly: A pre-formed piece of conduit which can be Inslalled between the Ansul regulated release and the con- dultto allow the wire rope for the detection, g~s valve and remole manual pull slation 10 be Installed In a more convenient manner, TOTAL SYSTEM There are three types of R-102 Restaurant FIre Suppression Systems: 1. Single-lank System 2: Double-tenk System 3, Multiple.tank System The type of system required for the particular Installation wUI be determined through the guidelines covered In 'System Design." Additional equipment which may be requlrad to complete the sys- tem design Is explained In the 'System Components" seetlon. Additional devices coverad are: remota manual pull stations, mechanical and electrical gas shut-olf valves, electrical switches, and pressure switches. Slngla-Tank System The R-102 single-tank system Is available with a stainless steel enclosure and consists ot 1. ANSUL AUTOMAN Regulated Release Assembly (Electrical' or Mechanical) 2. Nitrogen Cartridge and/or Carbon Dioxide Cartridge 3. ANSULEX Low pH LIquid FIre Suppressant 4. Discharge Nozzles 5. Detection Components 6. Addltlonel Devices (As Required) The regulated release assembly contains the regulated release . mechanism, agent tank (ordered separetely), expellant ges hose for agent tank hookup, and enclosure knockouts to facilitate Installing detection system and additional equlpmenL Refer to 'System Components' section for Individual component descrip- tions. 01' o FIGURE 1 "'"' SECTION II - SYSTEM DESCRIPTION UL EX. 3470 ULC C8<747 Page 2-1 8-1-01 REv. 2 Double.Tank System The R-102 double-tank system Is avaUable with a stainless steel enclosure and consIsts ot 1. ANSUL AUTOMAN Ragulated Release Assembly (Electrical or Machanlcal) , 2. Nl1rogan Cartridge andlor Carbon Dioxide Cartridge 3. ANSULEX Low pH LIquid FIre Suppressent · 4. Enclosure or Bracket Assembly 5. Discharge Nozzles 6. Detection Components 7. Additional Devices (As Required) The regulated release assembly contains the regulated release · mechanism, agent tank (ordered separately), expellant gas hose for agent tank hookup, and enclosure knockouta to facilitate Installing expellan! piping, detection system. and additional equip- . ment . The enclosure or brecket assembly Is mounted separately but within the guidelines of the regulated release essembly expellant gas plplng requirements to ensure simultaneous actuation of the system, Refer to 'System Components' section for Individual com- ponent descrlpUons. 0lI o .. CI FIGURE 2 "'". SECTION 11- SYSTEM DESCRIPTION UL EX. 3470 ULC CEx747 Page 2-2 REv. 3 8-1-01 TOTAL SYSTEM (Continued), Multiple-Tank System The R-102 multiple-tank system Is avaUable with a stainless steel enclosure and consists ot ' 1, ANSUL AUTOMAN Regulated Release Assembly (Electrical or Mechanical) 2, Nitrogen Carlr1dge(s) andlor Carbon Dioxide Cartrldge(s) 3, Regulated Aeluator Assembly(les) 4, ANSULEX Low pH LIquid Fire Suppressant - 5, Enclosure or Bracket As"emblyQes) 6, Discharge Nozzles 7. Deteellon Components 8, Additional Devices (As Required) The regulated release assembly contelns the regulated release - mechanism, agent tank (ordered separetely), expeUant gas hose fur agent lank hookup, end enclosure knockouts to lacDltate Installing actuation piping, expellant piping, detection system, and additional equipment Each regulated actuator assembly Is mounted separetely but with- In the guidelines of the regulated release assembly aeluatlonl expellant gas piping requirements to ensura simultaneous actue- tlon of the system, The assembly contains the pneumatic actuator, -regulator, egenttank (ordered separately), expellant gas hose for agent tank hookup, and enclosure plugs to facllllate Installing expellant piping. ' - Each enclosure or bracket assembly Is mounted separately but within tha guidelines of the regulated release assembly or regulat- ed actuator assembly expellant gas piping requlraments to' ensure simultaneous actuation of the system, Refer to "System Components" section for Individual component descriptions. 0Jl c:J FIGURE 3 "'". EXTINGUISHING AGENT ANSULEX Low pH Uquld Fire Suppressant (1.5 gallon - Part No. 79694 or 3.0 gallon - Part No. 79372) Is a potassium-based solu- Uon designed fur fast knock-down and suppression of grease- related fires. The agent Is shipped In' plssUc contalnere which pro- vide one complete tank cherge. Agent storegellfe expectancy Is twelve yeare. The distributor must record the batch numbers and date of shipment receipt to be filed with each InslaDaUon record. .ANSlJlEX" LOW pH LIQUID FIRE SUPPRESSANT . 3.0 GALLON SHIPPING WT. 35 LB. (18 kg) "',. 1.5 GAlLON SHlPPINQ wt 18lB. (9 lev) "'", FIGURE 1 REGULATED RELEASE ASSEMBLY (MECHANICAL) The ANSUL AUTOMAN Regulated Mechanical Releese Assembly (Part No. 429853) contelns the regulated release mechanism, expellant gas hose fur agent tank hookup, and enclosure knock- outs to facilitate Installing actuaUon piping; expellant piping; detec- tion system; and additional equipment this regulated release assembly Is used In single, double, and mulllple-lank systems and must be mounted to a rigid surface. The release mechanism can be used to Interconnect both the actuation and expellant gas lines as required per system design. The regulator Is designed to allow a constant flow of gas Into the tank at 110 psi (759 kPa) when the system Is actuated. The agent tank must be ordered separetely. In single, double, and multiple-tank systems, the provided expel- lant gas hose connects the agent tank to the bollom outlet of the regulator. In double and multiple-tank system configuretlons, the back outlet of the re9ulator Is used as an expellant 9as feed fur ., one addlllonaltank-enclosure or tank-brecket hookup. The enclo- sure contains the required knockouts to facilitate this connection. If a pressure switch Is to be attached to the regulator, additional fit- tings are required. . · The tank (ordered separately) Is mbunted within the enclosure. The tank contains an adaptorltube assembly with a buret disc union. The buret disc helps prevent siphoning of the egent up the pipe due to slgniflcant temperature fluctuatlons In the area where the tank Is located. The tank Is mild steel and, under normal con- ditions, requires hydrostatic testing every twelve yeare, The detection and additional equipment required per system design are connected to the release mechanism. The enclosure contains knockouts to facilitate detection and additional hookups, The system can be acluated automatically or manually. Automatic actuation occurs when a, fusible IIn~ within the detection system separates In a fire condition, Manual actuation of the system occurs when personnel pull on the remote manual pull, station pull ring. SECTION III - SYSTEM COMPONENTS UL EX, 3470 ULC CEx747 Page 3-1 10-1-02 RE\I. 3 "ANSUL AUTOMAN" REGULATED RELEASE ASSEMBLY (MECHANiCAl) NOTE:AGENT WI( MUST BE ORDERED SEPAAATELY to OR SEE MGE 3-4 RELEASE MECHANISM ~ . REGl.JLATOR SHIPPING wt 25 LB. (11 kg) FIGURE 2 ..,,, REGULATED RELEASE ASSEMBLY (ELECTRICAL) The ANSUL AUTOMAN Regulated Electrical Release Assembly (Part No. 429856) Is Identical to the mechanical version except It . also contains a factory Installed 120 VAC solenoid and electclcal switch. The solenoid Is used to provide electrical actuetlon of the release mechanism. The electric swtich Is used to protect the solenoid by opening the clrcuil to the solenoid once the system Is fired, Additional electclcal switches can ba added as required fur euto- malic equipment and gas shut-off accessories, as well as Initialing audible and visual alarms. "ANSUL AUTOMAN" REGULATED RELEASE ASSEMBLY (ELECTRICAl) NOTE:AGENT TANK MUST BE ORDERED SEl'AMICLY ~ OR seE A\GE 3-4 SWITCH ~ SOLENOID . SHIPPING wr. 34 lB. (15 kg) FIGURE 3 000131 SECTION 111- SYSTEM COMPONENTS UL EX,3470 ULC CEx747 Page 3-2 REV. 3 10-1-02 . SINGLE TANK ENCLOSURE. ASSEMBLY . The Single Tank Enclosure Assembly (Part No. 429870) Is used In double and mulllple-tank systems and must be mounted to a rigid surface near the regulated release or regulated ectuator assembly I1s expellent gas line will be connected to. . The enclosure Is designed for mounting either a 1.5 gallon (Parl . No. 429884) or a 3,0 gallon tank (Part No. 429862) In a minimum amount of space, ENCLOSURE ASSEMBLY NOTE: AGENTTANl< MUST BE ORDERED SEPARATELY .- OR SEE PAGE 3-<4 MOUNTING ~ eNCLOSURE . SHIPPING wt CJ ,. Ul. 1....1 . FIGURE 4 ...... · RED PAINTED BRACKET ASSEMBLY The Bracket Assembly (Part No, 429878) Is used In double and multiple-tank systems and must be mounted 10 a rigid surface near the regulated release assembly or regulated actuator assambly that Its expellant gas line will be connected to. · The lank brackatls constructed of mild steel and painted red. It Is I designed for mounting the tank In a mlnlm'um amount of space. The Bracket Assembly can only be utilized with 3.0 gallon tanks . (Part No, 429882), " BRACKET ASSEMBLY . SHIPPING wr. 7 LB. (3 kg) FIGURE 5 "'"' REGULATED ACTUATOR ASSEMBLY The Regulated Actuator Assembly (Part No. 429850) contains the regulator, pneumatic actuator, expellant gas hose for agent tank hookup (agent tank must be ordered separately), end enclosure knockouts to facllltate Installing expellent piping, this assembly Is used In multiple-lank systems end must be mounted to a rlgld surface. The regulator contains two ouUeb 1350 apart. One outlet Is used to Interconnect the expellant gas hose to the enclosed agent tank, The other oUOet connects an expellant gas line to an additional enclosure or bracket assembly, The regulator Is designed to allow a constant flow of nitrogen Into each agent tank connected (two tanks maxlmum) at 110 psi (759 kPa), The pneumatic actuator Is designed to puncture the expellanl gas cartridge seal upon receiving pressure from the regulated release assembly actuation piping. The enclosure contains a knockout to facilitate dls1rlbuUon piping hookup. REGULATED ACTUATOR ASSEMBLY N01E: AGENT TAN< MUST aE OROERED SEIWWBY . OR SEE PAGE 3-4 SHIPPING wt 19LB.(9kg} PNEUw:nc ACTlVITDR ASSEMBlY REGUlATOR . FIGURE 6 DDOIU AGENT TANK ASSEMBLY The agent tank shipping assembly (3-Gallon, Part No. 429862, . and 1,5 Gallon, Part No. 429884) consists ofa stalnlass steel tank and an adaptor/lube assembly. The adaptor/tube asseO)bIy con- tains a burst disc, Ttte burst disc prevenls agent leakage due to significant temperature lIuctuaUons In tha area where the tank Is located. Under nonnal condlUons, the tahk requires hydrostatic tasting every twelve years. The date of manufacture Is stamped on the tank nameplate. The tank Is shlppad uncharged end must be filled with only ANSULEX Low pH Liquid Fire Suppressant during InstallaUon. . FIGURE 7 llOOl~a TANKADAPTORl TUaE ASSEMBLY . 3 GAlLON SHIPPING wr. 7 Ul. (3 kg) 1.6GAUOl'l SHIPPING WI: 5 lB. (2 kg) AGENT TANK SECTION 111- SYSTEM COMPONENTS UL EX. 3470 ULC CEx747 Page 3-4 REV,5 10-1-02 >ADDmONAL SHIPPING ASSEMBLIES Saveral complete shipping assemblies are available containing both the release or acluator mechanism and the agent tank. When ordering a complete shipping assembly, order the following part numbers: > ~, Description 430299 3,0 Gallon Mechanical Release Shipping Assembly Including: 429853 Mechanical Regulated Release Assembly 429862 3.0 Gallon Ten,k Assembly 430300 1,5 Gellon Mechanical !;lelease Shipping Assembly Including: 429853, Mechanical Reguleted Release Assembly 429864 1.5 Gallon Tank Assembly 430309 ' 3.0 Gallon Regulated Actuator Shipping Assembly Including: 429850 Regulated Actuator Assembly 429862' 3.0 Gallon Tenk Assembly 430316 1,5 Gallon Slalnless Steel Enclosura Shipping Assembly InclUding: 429870 Single Tank Mounting Box Assembly 429864 1.5 Gallon Tank Assembly 430317 3,0 Gallon Stainless Steel Enclosure Shipping Assembly Including: 429870 Single Tank Mounting Box Assembly 429862 3,0 Gallon Tank Assembly 430324 6.0 Gallon Slalnless Steel Enclosure Shipping Assembly including: 429872 Two Tank Mounting Box Assembly 429882 3,0 Gallon Tank Assembly (2) 430332 $,0 Gallon Mounting Bracket Shipping Assembly Including: 429878 3.0 Gallon Mounting Bracket Assembly 429882 3.0 Gallon Tenk Assembly Shipping wt Ib. (kg) 33 (15) 30 (14) 36 (16) 18 (8) 20 (9) 40 (18) 20 (9) GAS CARTRIDGES The R.l02 system uses gas cartridges to store nitrogen or carbon dioxide expellant gases under pressure until the system Is actuat- ed, at which time the cartridge seal Is punclured and the released gas expels liquid egent from one or more tanks through the dis- charge piping and out the discharge nozzles. Four nitrogen gas cartridges and three carbon' dioxide gas car- trldges are available as shown In FIgure 12, · Cartridges noted as TClDOT are both Transport Canada (TC) and I Department of Transportation (DOT) approved. Cartridges noted > as DOT sre Deparbnent ofTransportatlon approved only. Cartridge selection options are provided In Section IV under Tank and Cartridge Requirements. NITROGEN GAS CARTRIDGES 7718 'm ~(2Dcrn) ~ 21/21N. (lAcm) lJ'2o-R CARTRIDGE PART NO. 423420 . (TCIOOT) ..... 21/ZIN. (U""l 43118 IN. (to.Sem) LT-3o.R CARTRIDGE PART NO. 423-435 (TCIOOT) ..... DOUBLE-TANK CARTRIDGE PART NO. 423483 (TCIOOT) 1lO(l147 CARBON DIOXIDE CARTRIDGES 2 IN. (5.1 an) t01-IOCARTRIDGE ~ PART NO. "23439 (TCIDOT) ~ PART NO. 158150 (DOT) ..... 2112 IN. (!.4cm) 101..20 cARmlOGe PART NO. 423441 (TCIDOT) ,.,,,. 145J11N. (37.1cm) 39111 IN. (D""l LT......'Ot-30 CARTRIDGE PART NO. 423491 (TCIOOT) IlOCItU 115181N. (29.5 an} 21121N. IlIA",,) 101-30 CARTRIDGE PART NO. 423443 (TClDOT) ClOU18j . FIGURE 12 DETECTORS The detector consists of three basic components: the bracke~ link- ege, and fusible link. (Fusible links are nollncluded and must be orderad separately,) The bracket holds the entlra assembly to the mounting surface, The IInksge Is used to support the fusible link. The fusible link Is deSigned to separate at a specific temperature and release the wire rope, thereby actuating the regulated release mechanism. , There are three styles of detectors evallable: the cllp-on style, the hinged style, and the scissor style. The c1lp-on style allows the wire rope to be strung completely through the detection system conduit end brackets first and the detector linkage assemblies are then clipped on later, The hinged style detector reqUires the wire rope to be'strung to the detector bracket, and then "threaded" through the IInksge assem- bly beftire continuing to the next detector bracket The scissor style allows the wire rope to be strung completely through the detection syster:n condun and brackets first and the detector linkage assemblies are then clipped on later. Each style of detector consists of two types of assemblies: The Termlnel Detector (Part No, 56838, 15375, or 417368) Includes e test link and Is placed laslln a series of detectors. This detector Is sometimes referred to as the and-of-lIne detector and Is thus named because It Is et the point et which the wire rope "ter- minates,. or Is anchored at the detector bracket Only one tarmlnal detector Is required per detection system, The Serles Detector (Part No. 56837, 15373. or 417369) Is any detector located In-line between the regulated release assembly and the terminal detactor, When using Part No. 58837 and 58838 style detectors, a tolal of 12 detectors can be In one detactlon system: 11 series detectors, , Part No. 58837 and 1 terminal detector, Part No. 56838. When using Pert No. 15373 and 15375 style detectors, a total of 5 detectors can be In one detection system: 4 series detectors, Part No, 15373 and 1 terminal detector, Part No. 15375. When using Part No. 417368 end 417369 style detectors, a total of 15 detectors can be In one detection system: 14 serle. detec- tors, Part No. 417369 and 1 terminal detector, Part No. 417368. SECTION 111- SYSTEM COMPONENTS UL EX. 3470 ULC CEx747 Page 3-7 10-1-02 REV,4 CUp.Q:N STYLE- PART NO. 66837 AND 56838 / BRACKET "'''' HINGED STYlE-PART NO. 15313AND 15375 o UNKAGl! "" FUSIBLE UNK SRACKET """ SCISSOR Sffi.E - PART NO. 417368 AND 417369 UNKAGE BRACKET / FUSIBLE L1N1< ""n FIGURE 21 PULLEY ELBOWS Thera are two types of pulley elbows used to change the dlrecllon of the wire rope by 90". Ansul recommends br temperaturee not In excess of 700 "F (371 'C). Part No. 415870 has socket ends with set screws for 112 In, condull, and Part No. 423250 has compres- sion ring ends elso for 112 In. conduit Pulley elbows must be ordered In quantlUes of 50 as Shipping Assembly Part No. 415871 (socket end type) and Part No. 423251 (~mpresslon end type), PART NO. 415670 PART NO. 423250 gP o "',.. OOOllt FIGURE 22 SECTION III - SYSTEM COMPONENTS UL EX. 3470 ULC CEx747 Page 3-8 REV. 5 10-1-02 PULLEY TEE The Pulley Tee (Part No. 427929) Is used 10 chenge the dlrecUon of two wire ropes by 90'.11 musl be used In ereas where the lem- peratures are within the range of 32 'F 10 130 'F (0 'C 10 54 'C), Pulley lees can be used In mechanical gas valve actuallon lines and remole manual pull slallon lines, Pullay lees cannol ba used within a delecUon line. FIGURE 23 -, STAINLESS STEEL CABLE The 1/16 In. stainless sleal cabla Is run from the lenn/nal deleclor, through conduit, all series detectOrs and pulley elbows, and Inlo the regulaled ralaase mechanism lIlp laver. When any fusible link separates, the lenslon on the cable Is relaxed, and the trip laver actuates Ihe regulated release mechanism. The cable can also ba used for machanlcal gas valves and remote manual pull stations. The cable Is available In 50 II (15 m) (Part No. 15821) and 500 II (152.4 m) (Part No, 79653) lengths, ' REMOTE MANUAL PULL STATION Tha remote manual pull station (Part No. 4835 or Part No, 54011) Is required for manual actuation of the regulated release essembly. The remote manual pull stetlon should be mounted at a point of egress and positioned el a halght delermlned by the authority hav- >Ing JurisdlcUon. Trim rings, Part No, 427074 (pack of 10), are avail- > able. PART NO. 48315 (WITHOUT CASLE) PART NO. 54011 (WITH 50 FT. OF CABl.E) METAl.. STAMPED "'". FIGURE 24 > MECHANICAL GAS VALVES The mechanical gaa valves are deslgned,1o shul off the flow of gas to the appliances upon actuallon of the regulated release assem- bly, The valves are available In sizes of 3/4 In., 1 In., 1 1/4 In., 1 112 In" and 2 In, Anaul style; and 2 112 In. and 3 In. Asco slyle, The valves are raled for nalural and LP gas. Both styles are UL Listed. Maximum Operallng Pressure Part tfu. 55598 55801 55604 55607 55610 25937 25938 DescrfDtlon 3/4 In. Gas Valve (ANSUL) 1 In. Gas Valve (ANSUL) 1 1/4 In. Gas Valve (ANSUL) 1 1/2 In, Gas Valve (ANSUL) 2 In, Gas Valve (ANSUL) 2 1/2 In. Gas Valva (ASCO) 3 In. Gas Valve (AS CO) ANSUL sm.e ..", 10 psi (69 kPa) 10 psi (69 kPa) 10 psi (69 kPa) 10 psi (69 kPa) 10 psi (69 kPa) 5 psi (34,5 kPa) 5 psi (34.5 kPa) ASCO STYlE "',.. FIGURE 25 . ELECTRICAL GAS VALVES The electrical gas valves are designed to shut off the flow of either natural or LP gas to the appliances upon actuation of the regulat- ed release assembly. The valves are available In sizes of 3/4 In" 1 In" 1 112 In" 2 In., and 3 In. The valve Is held open by an ener- gized solenoid and upon system actuation, the switch contacts In the regulated release assembly open, thus de-energIzIng the cir- cull to the gas valve solenoid, causing the valve to close. Valves are available In 120 VAC and are UL Listed. Part MQ. 13707 13708 13709 13710 17643 Maximum Operating De9crlption Pressure 3/4 In. Solenoid Gas Valve (ASCO) 25 psi (172 kPa) 1 In. Solenoid Gas Valve (ASCO) 25 psi (172 kPa) 1 112 In. Solenoid Gas Valve 25 psi (172 kPa) (ASCO) :i In, Solenoid Gas Valve (ASCO) 25 psi (172 kPa) 3 In. Solenoid Gas Valve (ASCO) 5 psi (34.5 kPa) FIGURE 26 "'.. MANUAL RESET RELAY The manual resat relay, Part No. 14702 or Part No. 426151, Is reqUired when using an electrical gas valve shut-off system. After the electric gas valve has closed, either due to system actuation or powar failure, tha valve cannot be re-opened, allowing gas to flow, un1B the reset relay butlon Is manually pressed, re-energlzlng the c1rculL The reset relay Is available 120 VAC. The manual reset relay Is also recommended for electrical shut down. . FIGURE 27 """ SECTION 111- SYSTEM COMPONENTS UL EX. 3470 ULC CEx747 Page 3-9 10-1-02 REV. 2 ELECTRICAL SWITCHES The electrical switches ere Intended for use with electric gas valves, alarms, contactors, lights, contractor supplted electric power shut-off devfces and other electrlcel devices that are designed to shut off or turn on when the system Is actuated, Switches are available In kits: One Switch Kit Part No, 423878, Two Switch KIt Part No. 423879, ThreeSwllch KIt, Part No. 423880, and Four Swllch KIt Part No. 423881. Each switch has a set of slngle-pole, double-throw contacts rated at 21 amp, 1 HP. 125, 250, 277 VAC or 2 HP. 250, 277 VAC. Mounting hardware and 12 In. (305 mm) long wlre leads are provided with each kll FIGURE 28 001111 ALARM INITIATING SWITCH The Alarm Initialing Switch Kit, Part No, 428311, can be fleld · mounted within the ANSUL AUTOMAN release, This switch must . be used to close a supervised circuit to the building main flre alarm panel when the ANSUL AUTOMAN release actuates. This acUon will signal the flre alarm panel that there was a system actuatlcn In the kitchen area, The switch kit contains all necossary mounUng components along with a mounting Instruction sheel The switch Is rated 50 mA, 28 VDC. TOWARD AUTOMAN, "- S""'ER " WHEN SPACER AND SWITCH ARE PROPERLY MOUNTED. nus DIVIDER MUST BE BElWEEN THE / N,C. "NO N,C. TERMINALS /COM /N.O, AlARM INITIATING SIMiCH FIGURE 29 ""''' SECTION 111- SYSTEM COMPONENTS UL EX. 3470 ULC CEx747 Page a-10 REV. 1 10-1-02 ~REGULATORTEST KIT The Test Kit Assembly (Shipping Part No. 56972) Is requIred to test the regulator setting and nitrogen flow during 12'year maintenance examlnatJons. This will ensure that the regulator Is functJonlng properly. FIGURE 30 DOOifl FUSIBLE LINK Select correct UL listed fuslblellnk(s) for installaUon In detector(s) according to the temperature condition chart below: Fusible Link To Be Used Shipping Where Assembly Temperature Temperature EilrIlIll. Ratlno Does Not Exceed 415739 (1) 165"F (74 "C) 100"F (38 'C) 415740 (1) 212 "F (100 'C) 150 'F (86 'C) 415744 (25) 280"F (138 'C) 225"F (107 'C) 415745 (25) 360 'F (182 'C) 290"F (143 "C) 415746 (25) 450"F (232 "C) 360 'F (182 'C) 73887 (25) 500"F (260 'C) 400 "F (204 'C) Fusible link fBrlll2. 415739 (1) 415740 (1) 415741 (1) 415742 (1) 415743 (1) 58816 (1) ~ TEMPERATURE . RATING STAMPED ON z~ K5TYl..E MLSlYLE 500 OF (260 .C) ONLY ~171 DOOl70 FIGURE 31 MAXIMUM REGISTERING THERMOMETER The Maximum Registering Thermometer, Part No. 15240, Is used to indicate the highest normal temperature for the protected area, Once this Is established, the correct rated fusible link can be chosen. . BURSTING DISC The R-102 Bursting Disc Is Installed In the tank adaptor assembly. The bursting disc eliminates the siphoning of the agent up the pipe during extreme temperature variations, The bursting discs are available In pecks of 10, Part No. 417911. FIGURE 32 ...n, NOZZLE AIMING DEVICE The Nozzle Aiming Device, Part No. 551265, Is required to prop- erly aim each nozzle to the correct elmlng point The device clamps to the nozzle end emits a small laser light that reflects on the surface that It Is aiming at The nozzle can then be rotated to point at a predetermined aiming point and then tightened to hold that angle. The aiming device requires an adeptor, Part No. 431186, to attach It to the nozzle. The adaptor must ba ordered separately, NOZZLE AIMING DEVICE ~ ADAPTOR {ORDER SEPARATEl.Y FIGURE 33 ","g. STAINLESS STEEL ACTUATION HOSE Tha Stainless Steel Actuation Hose Is used to conneelthe aelua- ~ tlon line compression tees between each pneumatic actuator and ~ can also be connected end to and. The hose has the same thread, 7116-20, as tha fittings. 'Tha actuation hose allows flexibility between the AUTOMAN and each regulated actuator. ...Hose Part No. 31809 32335 32336 430815 Filling Part No, 31810 31811 . 32338 Length 18 In. (41 cm) 20 In, (51 cm) 24 In. (61 cm) 42 In. (107 em) Description Male Elbow (7/16-20 x 1/4 In. NPT) Male Tee (7/16-20 x 7/16-20 x 1/4 In. NPT) Male Straight Connector (7118.20 x 1/4 In. NPT) ~,~ nl~20 7Jl~2D FIGURE 34 ..." DISTRIBUTION PIPING REQUIREMENTS (Continued) Distribution Piping Requirements - 3.0 Gallon System 1. The maximum length between the start of the first branch line and the start at the last branch line must not exceed 24 ft. (7.3 m). When the supply line is split, the combined total of both legs of the supply line (from the start of the first branch line to the start of the last branch line) must not exceed 24 ft. . (7.3 m). See Figure 94. 2. The total length of all branch lines must not exceed 36 ft. . (10.9 m). See Figure 94. 3. Use a 3/8 in. union to connect the tank adaptor to the 3/8 in, supply line. 4. A maximum of two nozzles are allowed per duct branch line. 5. The requirements of the following table must not be exceeded: *Exceptions: 1 Twelve (12) flow numbers are allowed in anyone tank nol containing lwo-flowappliance nozzles, andlor, a IN nozzle lor wok or griddle protection, andlor, a IF or 1N nozzle for range protection, and/or,a3N nozzle lor Iryer protection. 2. Twelve (12) flow numbers ale allowed in anyone tank for duct and plenum protection only. 3. Twelve (12) fklw numbers are allowed with anyone lank using only two-flow appliance nozzles. 4. Twelve (12) flow numbers are allowed with anyone lank using only three-flow appliance nozzles. Special Instructions: 1. Twelve (12) flow numbers are allowed when four (4) Dean Industries GTI Gas Fryers are protected at low proximity as shown in Figure 58 on Page 4-32. The discharge piping must be as shown in Figure 59 on Page 4-32. 2. For certain McDonald's applications, 11.5 flow numbers are allowed when using a combination of one (1) 2W duct nozzle, one (1) 1/2N electrostatic precipitator nozzle, one (1) IN plenum nozzle, and four (4) two-flow appliance nozzles_ Contact Ansul Applicati~ns Engineering Department for additional inlormation SECTION IV - SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-50 REV 3 3-1-04 Reauirements Pipe Size Maximum Length SUDolv Line 3/8 in. 4011. (12.2m) 6ft. (1.8 m) 9 Maximum Rise Maximum 900 Elbows Maximum Tees Maximum Flow Numbers 11' . . . . ,I I I I COMBINED LENGTH OF BOTH LEGS OF SUPPLY LINE MUST NOT EXCEED 24 FT. (7.3 m) I 3 BRANCH LINES I i I 1 (BRANCH LINE IN BOLD) COMBINED LENGTH MUST NOT exceED 36 FT. (10.9 m) 000502 I . FIGURE 94 I Duct Plenum Appliance Branch Lin:- Branch Line Branch Line 3/8 in. 3/8 in. 3/8 in. 8 ft. 4ft. 12 ft. (204m) (1.2m) (3.7 m) 4ft. 2 ft. 2 ft. (1.2m) (.8m) (.8m) 4 4 8 2 2 4 4 2 4 I I I I I I I I SECTION IV UL EX. 3470 REV. 4 SYSTEM DESIGN 3-1-04 Page 4-28 NOZZLE PLACEMENT REQIDREMENTS (Continued) Nozzle Application Chart The following chart has been developed to assist in calculating the quantity and type of nozzle required to protect each duct, plenum or appliance. NOTICE This chart is for general reference only. See complete details for each type of hazard. Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamping #OF FLOW Hazard Dimensions Ouantitv Heiehts Part N n. Flow No, NOZZLES POINTS Duct or Transition (Single Length. Unlimited 1 430912 1100 Nozzle) Perimeter. 50 in. (127 em.) Diameter -16 (40.6 em) Duct or Transition Length - Unlimited 419337 2W- l - 2...- (Single Nozzle) Perimeter - 100 in. (254 em) Diameter - 317/8 in. (81 em.) Duct or Transition Length - Unlimited 2 419337 2W (Dual Nozzle) Perimeter - 150 in. (381 em.) Diameter - 48 in. (122 em.) Electrostatic Precipitator Individual Cell 419334 1/2N (At Base ofOuct) Plenum Length - 10 ft. (3 m) 419335 IN I J (Horizontal Protection) Length - 6ft. (L8m) 430192 1100 Plenum Length - 4 ft. (1.2 m) 419336 IW (Vertical Protection) Width - 4 ft. (1.2 m) Fryer/Split Vat Fryer.. Maximum Size (without drip board) 15 in. (38 em) x 14 in (36 em) Area - 210 sq. in. (1355 sq em) Maximum High Proximity 27 - 47 in. 419339 230 Medium Proximity 20.27 in. 419340 245 Maximum Size (with drip board) 21 in. (53 em) x 14in. (36 em) Area - 294 sq. in. (1897 sq. em) Maximum (Fry Pot must not exceed 15 in x 14 in High Proximity 27 - 47 in. 419339 230 Medium Proximity 20.27 in. 419340 245 OlJse2WHnl>Zzleon1.SgoUon,6Ilow,doc(OIIdplenumprottttiOllOJlly. ..formulliplenouleprOI""Il<>Rofsinglefiy<:J.,.eed"",iledinfilrmatiOJlooP.gcs4_IO.llhrolIgh4_10.8 Hazard Fryer .. Fryer Tilt Skillet/Fryer Range Griddle SECTION IV - SYSTEM DESIGN UL EX. 3470 3 -1-04 Page 4-29 REV. 4 NOZZLE PLACEMENT REQUIREMENTS (Continued) Nozzle Application Chart (Continued) Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamping #OF FLOW Dimensions Ouantitv Hel.hts Part No. Flow No. NOZZLES POINTS Maximum Size (without drip board) 191/2 in. (49.5 em) x 19 in. (48.2 em) Maximum 2- -(... High Proximity 21 - 34 in. 419338 3N Low Proximity 13 - 16 in. 419342 290 Maximum Size (with drip board) 253/8 in. (64.4 em) Maximum (Fry pot side must not exceed 191/2 in. (49.5 em) x 19 in. (48.2) 21 - 34 in. 419338 3N High Proximity 13 -16 in. 419342 290 Low Proximity Max. Size with drip board 18" x 25 - 35 in. 419338 3N 27 5/8 in. High Proximity Longest Side 40 - 48 in. 419333 IF 28 in. (71 em) (with 11" max. Area - 336 sq. in. baekshelf) (2168 sq. em) Longest Side (High Proximity) 419340 245 28 in. (71 em) 40 -50 in. Area - 672 sq. in. (102 -127 em) (4335 sq. em) Longest Side (Medium Proximity) 32 in. (71 em) 419341 260 Area - 768 sq. in. 30 - 40in. (4335 sq. em.) (76 - 102 em) Longest Side (Low Proximity) 36 in. (91 em) 2 419342 290 Area - 1008 sq. in. 15.20in. (6503 sq. em) (38 -51 em) Longest Side (High Proximity) 30 - 50 in. 419341 260 48 in. (122 em) (76 - 127 em) Area - 1440 sq. in. (perimeter (9290 sq. em) located) Longest Side (High Proximity) 30 - 50 in. 419342 290 30 in. (76 em) (76 - 127 em) Area - no sq. in. (center located) (1829 sq. em) I Longest Side (High Proximity) 35 - 40 in. 419335 IN - 36 in. (91 em) (89 -102 em) Area - 1080 sq. ft. (perimeter (2743 sq. em) located) Longest Side (Medium Proximity) 419342 290 48 in. (122 em) 20 - 30 in. Area - 1440 sq. in. (51 -76em) (9190 sq. em) (perimeter located) "Por multiplcnozzlcl"olc:<;lioo of single lTycr.. ,,,,,dctailcd informalion 00 Pages 4_ 1ll.IIhJ'Ollgb4-111,g TOTAL FLOW POINTS: 10 SECTION IX - APPENDIX UL EX. 3470 10-1-03 Page 9-1 REV. I SYSTEM SELECTION GUIDE TOTAL TANK TYPE OF NITROGEN CARBON DIOXIDE FLOW NO,* OUANTITY SYSTEM TYPE OF HARDWARE CARTRIDGE REOUlRED CARTRIDGE REOUlRED 1-5 I Single 1.5 GaL Reg. Release L T-20-R (7032) 101-10 (15850) ~ Single 3.0 GaL Reg. Release LT-30-R (5373) 101-20 (17492) 12-16 2 Double 1.5 Gal. Reg. Release Double (73022) 101-30(15851) 3.0 GaL Additional Tank 17-22 2 Double 3.0 GaL Reg. Release Double (73022) 101-30 (15851)** 3.0 GaL Additional Tank 23-27 3 Multiple 1.5 Gal. Reg. Release L T-20-R (7032) 101-10 (15850) 3.0 Gal. Reg. Actuator LT-A-101-30 (29187) 101-30 (15851)*** 3.0 GaL Additional Tank 28-33 3 Multiple 3.0 GaL Reg. Release LT-30-R (5373) 101-10 (15850) 3.0 GaL Reg. Actuator LT-A-101-30 (29187) 101-30 (15851)*** 3.0 GaL Additional Tank 34-38 4 Multiple 1.5 Gal. Reg. Release Double (73022) 101-30 (15851) 3.0 GaL Additional Tank 3.0 GaL Reg. Actuator LT-A-IOI-30 (29187) 101-30 (15851)*** 3.0 Gal.. Additional Tank 39-44 4 Multiple 3.0 Gal. Reg. Release Double (73022) 101-30 (15851)** 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator LT-A-101-30 (29187) 101-30 (15851)*** 3.0 Gal. Additional Tank 45-49 5 Multiple 1.5 Gal. Reg. Release L T-20-R (7032) 10 1-10 (15850) 3.0 GaL Reg. Actuator LT-A-101-30 (29187) 101-30 (15851)*** 3.0 GaL Additional 3.0 Gal Reg. Actuator LT-A-IOI-30 (29187) 101-30 (15851 )*** 3.0 GaL Additional Tank 50-55 5 Multiple 3.0 GaL Reg. Release LT-30-R (5373) 10 1-20 (17492) 3.0 GaL Reg. Actuator LT-A-101-30 (29187) 10 1-30 (15851 )*** 3.0 GaL Additional Tank 3.0 GaL Reg. Actuator LT-A-101-30 (29187) 101-30 (15851)*** 3.0 GaL Additional Tank 56 - 60 6 Multiple 1.5 Gal. Reg. Release 3.0 GaL Additional Tank Double (73022) 101-30 (15851) 3.0 GaL Reg. Actuator 3.0 GaL Additional Tank LT-A-101-30 (29187) 101-30 (15851 )*** 3.0 GaL Reg. Actuator 3.0 GaL Additional Tank LT-A-101-30 (29187) 101-30 (15851 )*** 61 -71 7 Multiple 3.0 GaL Reg. Release 3.0 GaL Additional Tank Double (73022) 101-30 (15851) 3.0 Gal. Reg. Actuator 3.0 GaL Additional Tank LT-A-I01-30 (29187) 101-30 (15851)*** 3.0 Gal. Reg. Actuator 3.0 GaL Additional Tank LT-A-IOI-30 (29187) 101-30 (15851)*** .Basal (Ill 5 now number' for a U gal. ,)<Stem and II flow nambers for. 3.0 sal. sj'$1.em. See pages 4.30 and 4.33 for txCeplKmS ulfla"ltsarcmainfulded,onlya"doubl.lank"n'lrogencortridge(PanNo, 73022)canbeosed ".lflan"'... manifolded. only an LT.A.IOI.30nilrogen oartridg. (P.... No, 29 1&7) roo bc"sNl ! I City of Wheat Ridge Comm. Fire Sprinkler PERMIT - 060898 PERMIT NO: JOB ADDRESS: DESCRIPTION: 060898 2625 Kipling St. 1 Ansul UL 300 Hood System. ISSUED: EXPIRES: 09/22/2006 *** CONTACTS *** owner gc 561/988-3755 Dean L. Seavers Paramount Lanes 01-9704 Simplex Grinnell ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: BLOCK/LOT#: UA 0/ Permit Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED FEES 108.30 ,00 45.00 153.30 PROJECT VALUATION: 2,500.00 ** FEE SUMMARY ** WM~~ Comments: See Fire Department Comments. Subject to field inpsections. 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 applicati~~efi~that I ~ssume full responsibility for compliance with the Wheat Ridge Building Code (l.B.C) and all other applicable Whea~) Ridge,(6~inanoes, for work under this permi'. PI tn. '.. SUbject to field lnspection. / () C' I . " .:; c: L (>\_, ".:>2/ " C, Signature 0 cant c or/owner date 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 (GO) days from issue date or (8) the building authorized is suspended or abandoned for a period of 180 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 have been or if suspension or abandonment exceeds one (I) 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 successive phases of the job. G. The issuance of a permit or the appr of drawings and specifications shall not be construed to be a permit for, nor an approval of, an ~on he provisi of the building codes or any other ordinance, law, rule or regulation. All plan review ~ons. date signature of Chief Building Offical INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Community Development Department MINOR BUILDING PERMIT APPUCATION Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: '. .' ( /;:;.,0)7Ii0-./,,_;-'i'" p-J/~J I L . ,~ z ,-"z,- c..'I)'-~1 cJ'- Phone: " r ./ ' HI) ( f"( (,>., ...........-..zL Phone: 7 /() ~ 94! - ? ???5 OWNERfCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildinq Dept, Valuation Figure: $ I hereby certify that the setback distances proposed by this permi! application are accurate, and do nol violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrir.tions 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 (I.B.C) and all other applicable Wheat Ridge Ordinances. for work under~permitPlans subject to field inspecti n. IOWNER)ICO"",,CTOR), SIGNED ~\.l }r L. 0--. DATE C ~ vb , . .) Value:$ 2, SUe':: Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ (Q\NN E R) (C ONT RACTOR):P RINTED DATE Use of Space (description): (f?v.>..J L f 'IS i~~~ Description of work: 11 .2 /-' Ie' J 117..JSvI.- V,- :;00 -rc:7t;,') ;,-/ft<?_~' Sq. Ft. added !zONING COMMENTS: Appro\lal: Zoning: BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: t::IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: ApDroval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in acr;ordance wi~h 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 jf (A) the work authorized is not commenced within sixty (60) days from issue da~e or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permi! 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 have bE::en 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 wit! change the natural flow of water causing a drainage problem. (5) Contractor shall notify the BUIlding Inspector twenty.four (24) hOL'rs 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, any violatiol1 of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review Is subject to field Inspections. Chief B~lldina Official WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 . 3880 UPHAM STREET' WHEAT RIDGE, COLORADO 80034-0507 303-403-5900 . FAX 303-940-0350 . WWW.WRFIRE.ORG Simplex Grinnell Roger Price 6240 Smith Road Denver, Colorado 80216 September 19, 2006 Re: 2625 Kipling Street, Hood System. The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. 1. There shall be complete shut down of all electrical and gas appliances under the hood upon activation of the hood system. 2, The system shall be tested prior to scheduling an acceptance test with the Fire District. (A 24 notice shall be given to the Fire District prior to an acceptance final.) 3. A fire extinguisher with a minimum rating for class K fires shall be installed within 30 feet of commercial food heat-processing equipment (unobstructed path of travel). 4. The Final is also contingent on the Final building inspection by the City building Inspector. 5. The fire alarm shall be activated upon activation of the hood fire suppression system. 6. The owner shall have documented training with every employee for the activation for the Hood system and the K -Type Extinguisher. Any questions regarding this plan review please contact me at the Fire District. Reviewed by .~ /' ~-,.~? r:/../~ Doug?a';J~a Fire Marshal Fire Code Inspector # 5083898-66 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 2-,(" L 5" \(.', Q \ ~ ...~ "- \-.. 'D '" C't' ~ -t\\ ~<:lC') "\' '1 'I( ~ '<V"\ ~ <; \.:l_\lr> ~..2; L(~ \~\t\-- L 'Q b.......\ ~ c'\..\ ""' ~ u ..... .3 <:.'\t'\ ? ""'" \> '""'"' ..,)c s; I.J~ When corrections have been made, call for re-inspection at 303-234-5933. Date: q -~:L -0 \<> ~ Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: Ll:,?..S 1<:":, ~ \ ,::.-...~ , LJ....C\G'A. M 'D,..... \) \~r "'" ""'- ~ <..". ,....'-l -- '-.!L 'r ""'~ ~ "ro()\L ,\". ~ \ '("\0\ ""'-.R ~ 'r"\.~\ r\ \. 0. "r"" \:\ .\.",.... \-.;_ ~ (\."-- N~~ --.:::s ~ 'T .. s.~\",~ ~......,,~ <;; r~....... '" ~ l"\ \ ~'~"hvvd' ) ~ (>,.n.~ .s,l:~~~.;:y- S~'rJ\~ 'It...C'\1'''\^\.~~ , ,~ ... "'\L .... 'r.-,,,-.....). ~"'"\\...- t.. '\c...~<-- ~...."'. ~ .t:<!\.......... ~'-Jtt....Jo..~~ . '50\:,.1... <.<:)"'\0 When corrections have been made, call for re-inspection at 303-234-5933. Date: C\ _ 2 _ \ -t:::) {p . ~ Inspector DO NOT REMOVE THIS NOTICE Aug,31, 2006 8:04AM WHEAT RIDGE FIRE DISTRICT No. 9292 P. 2 WHEAT RIDGE FIRE PROTECTION DISTRICT PO Box 501 . 3880 UPHAM STR!;:E;T . WHEAT RIDGE, COLORADO 500340507 303403-5900 . FAX 303-94()()350 . WWW.WRFIRE.ORG Binford Electric, LLC Roger Binford 11995 East Center Ave. Aurora, Colorado 80012 August 30, 2006 Re: Fire Alarm installation at the PllIllIIlOunt Lanes,"'K'ipHllgJ The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. NOTE: ALL CONTRACTOR VEHICLES AND DELIVERS FOR CONTRACTORS SHALL NOT BE PARKED IN THE FIRE LANES AT ANY TIME.' A cm TRAFFIC SUMMoNS WILL BE ISSUED AND THE VEHICLE WILL BE TOWED AT THE OWNERS EXPENSE. Demolition 1. Any use of trash dumpsters shall be greater than 20 feet to any structure. 2. All exit paths sha1l remain clear of construction IlIlI!crials. 3. Upon removal of the ceiling tiles all wiring shall be attached to stnlcture. There shall be no wiring banging below drop ceiling height. 4. Fire Lanes sha1l remain clear at all times of construction. 5. An emergency phone sball be on site daring all constrnction. (Cell phone will substitute for land line.) 6. Emergency contact numbers will be posted on the :front door during construction. 7, Required keys will be given to the Fire District for access to the tenant space. Said keys will be placed in the Knox Box located at the site. 8. A Fire Extinguisher with a minimum rating of 2A-40BC shal1 be within 10 feet of all "HOT WORK" operations. 9. The electrical box and the gas meter servicing this tenant shall be clearly marked with the unit number. 10. All electrical shall be shut down to all devices that are to be moved at the electrical panel. CONSTRUCTION: 1. Plans submitted show tolaI coverage to all areas. Addresses shall be added to all devises in the tenant finish. 2. Fire alarm shall be connected to the required hood system. Such system shall be tested prior to final inspection, Aug,31. 2006 8:04AM WHEAT RIDGE FIRE DISTRICT No, 9292 p, 3 3. All components of the alarm shall be tested and printed out for submitta1 to the Fire District upon :final testing and sign off. 4. Plans shall be submitted to the Fire District for the fire alarm permit and approval. 5. Any and all electrical or mechanical rooms shall be marked as such. 6. Emergency lighting shaI1 be provided in all paths of egtess. 7. Keys shall be provided to the Fire District to be placed in the required Knox Box attached to the building. 8. All paths of egress shall remain clear at all times of construction. ~~~g these requirements please contact the Fire District or myself. Doug J. Saba Fire Marshal Fire Code Inspector # 5083898-66 City of Wheat Ridge --<<ftial(~( '1/// /0 h @ Commercial Electric PERMIT - 060694 PERMIT NO: JOB ADDRESS: DESCRIPTION: 060694 2625 Kipling St. Remove range recep.j Misc. ISSUED: 08/07/2006 EXPIRES: 02/07/2008 Service change elect; *** CONTACTS *** owner 720/323-2903 gc 303/537-5038 Roger Binford Paramount Bowl, Inc. 06-0118 Binford Electric, LLC ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: BLOCK/LOT#: UA 0/ Permit Fee Permit fee additiona Total Valuation Use Tax Use tax additional ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES 108.30..(',t 309.40 .00 .JJ 45.00""'-- 315,00 777.70 .;)'),566.66 2d,OtSO. <<70 ** FEE SUMMARY ** ~?l!~rID -r 0-1..) d\..U:- 1J(p:?<-I. '10 Comments: Remove range recep.j use SQA load ctr for exh.fan/make-up air / service change. Must comply w/ 2002 NEC. 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 a tha I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable t ge Ordi ces, for work under this permit. plans subject to field inspection. Sign 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 180 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 have been 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 successive phases of the job. 6. The issuance of a permit he approval of drawings and specifications shall not be construed to be a permit for, nor an approv an olation 0 e provisions of the building codes or any other ordinance, law, rule or regulation. All leld inspections. Signature of Chief Building Qffical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Commercial Electric PERMIT - 060694 PERMIT NO: JOB ADDRESS: DESCRIPTION: 060694 2625 Kipling St. Remove range recep.; use SOA ISSUED: 08/07/2006 EXPIRES: 02/07/2008 load ctr for exh.fan/rnake-up a *** CONTACTS *** owner 720/323-2903 gc 303/537-5038 Roger Binford Paramount Bowl, Inc. 06-0118 Binford Electric, LLC ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: BLOCK/LOT#: UA 0/ Permit Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES 108.30 l~d~ IF~?~~ 2,500.00 ** FEE SUMMARY ** Comments: KS: Elect. to meet 2002 NEC. Subject to field inspections. 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 applicatio that I ssume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicab t Rid Ordinances, for work under this permit. Plans subject to field inspection. fJ date 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 180 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 have been 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 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 of, violat of the provisions of the building codes or any other ordinance, law, rule or regulation. A sub' field inspections. date Signature of Chief Building Offical INSPECTION REQUEST LINE, (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Community Development Department MINOR BUILDING PERMIT APPUCATJON Property Owner: "l'I9P~.w- L/JItJi., /~ . Property Address: .3~~ ,/7;141t/,I ~ Contractor License No.: Plan Review #: Building Permit Number: Date: Phone: 7$J.JZ3 z1o.J Company: ~JJt/IQtI) ~J-jC. Phone:80J 5J?$08't' Buildina Deot, Valuation Figure: $ 21500.00 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 byall conditions printed on this application and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances. for work under this permit. Plans subject to field Inspection. Value: $ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ (OWNER)(CONTRACTOR): SIGNED DATE (OWNER)(CONTRACTOR);PRINTED DATE Use of Space (description):bJ#.vJ fi~ Description of work: ~/'4)tI&,I!AuIE. ~ PO'e:fr)l'llI,1! F~"R;,L olPlIIU A:VI()~ 7IFdIJ ~P<fI"r;rJA/ ~A.C ~-//17 ~/.L uA//;: Sq. Ft. added BillLDING DEPARTMENT USE ONLY SIC: Sq,Ft.: ~ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: 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 shat! 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 180 days. (3) lf this permit expires, a new permit may be acquired for a fee of one~halfthe amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment 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 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 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, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. AJI plan review Is subject to field inspections. Chief Building Official