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PLANS Storage Bldg 1551 S Saint Vrain Ave 2020-07-31
1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e G0.0Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS COVER SHEET 15 5 1 S . S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 Pe a k V i e w Bi k e & S t o r a g e B l d g . Issue: 7/17/2020 CDs 6/8/2020 G0.0 A4.0 COVER, INDEX SECTIONS CD 01 02 03 CIVIL MECHANICAL ELECTRICAL CIVIL M2.0 E0.0 E0.1 E0.2 E1.0 E2.0 SEPARATE ISSUE BIKE STORAGE MECHANICAL PLAN ELECTRICAL INDEX AND LEGEND ELECTRICAL SPECIFICATIONS ELECTRICAL SITE PLAN ELECTRICAL ONE LINE + PANEL BIKE STORAGE ELECTRICAL PLAN CD 01 02 03 A1.0 TRASH ENCLOSURE A2.0 FLOOR PLAN & ROOF PLAN A3.0 ELEVATIONS STRUCTURAL S1 GENERAL NOTES S2 FOUNDATION & FRAMING PLANS PLUMBING P1.0 PLUMBING SITE PLAN VICINITY MAP Peak View Site Amenities + Maintenance Plans * ARCHITECTURAL 7.17.2020 Rev 1 Permit Comments 6.8.2020 CD GMP + Permit Application Set ISSUE DATE ISSUE ID DESCRIPTION ISSUE HISTORY PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Building Code, 2015 edition as amended by the Town of Estes Park, and all other applicable codes. 2. Construction debris shall be legally removed on a continuing basis. The site shall be maintained in a "neat" appearance. 3. Dimensions are to face of stud, panel, or concrete unless otherwise indicated. Log and column dimensions are to centerline. Vertical dimensions are to concrete slab, wood subfloor or top of wall or beam. 4. Provide fire-blocking per IBC Section 718. Provide fire-blocking in concealed spaces of stud walls at the floor-ceiling level and at 10-foot intervals, in openings around vents, ducts, etc., and at all interconnections between concealed horizontal and vertical spaces. 5. Design Loads: RE: Structural Hazard Zones: Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes 6. Typical exterior wall: Siding (see elevations) on housewrap on 7/16-inch sheathing on 2x6 stud wall (16"o.c.). Provide blown fiberglass insulation in stud cavity. 5/8-inch non-rated gypsum wallboard at interior, unless otherwise noted. 7. Typical roof: Composition roofing on min. 30# felt on nominal 5/8-inch roof sheathing on roof trusses or rafters as noted. Provide Ice & water shield to all roof surfaces with slope <4/12, Ice & Water shield 2' inside wall line, Typ. Provide blown-in insulation in roof joist cavity, with preformed air vent, over conditioned space. INTERIOR FINISH 8. Provide blocking in wall for mounting all grab bars, cabinets, towel bars, closet rods, etc. 9. Use metal edge at all gypsum wallboard corners. Ensure factory edge or provide metal edge trim where gypsum wallboard meets a different material. 10. Provide DenShield Tile Backer or equal fiber reinforced gyp behind all tiled surfaces. Provide water-resistant gypsum wallboard at all other wet locations. MECHANICAL AND PLUMBING 11. All heating equipment, piping and installation to comply with the I.M.C., 2015 edition, and all other applicable codes. 12. All plumbing materials and equipment to comply with the I.P.C., 2015 edition, and all other applicable codes. 13. Mechanical & plumbing contractor to provide design and installation of heating system, and service and connections for all appliances and fixtures. 14. Coordinate installation of equipment with Electrical contractor. 15. Mechanical system: Forced Air Gas Furnace (system design by others). ELECTRICAL 16. Electrical materials and installation to comply with the N.E.C., 2017 edition, and all other applicable codes. 17. Provide installation and connections for all appliances, fixtures and equipment requiring electrical service. 18. Power, lighting and smoke alarm location to comply with code requirements. 19. Coordinate requirements of Electrical equipment with Mechanical & plumbing contractor. ENGINEERING PROJECT TEAM CONTRACTOR G2 Consulting Engineers, INC. David Manring, P.E. 1039 Main St. Unit G Windsor, CO 80550 dmanring@g2e.com 970.460.7400 MECHANICAL & ELECTRICAL ENGINEER Saunders-Heath Scott Mikulak, Dir. Preconstruction Terry Been, Project Manager 1212 Riverside Ave #130 Fort Collins, CO 80524 970.221.4195 OWNER CIVIL & STRUCTURAL ENGINEER BAS1S Architecture, P.C. Steve Lane, AIA 1692 Big Thompson Ave. Estes Park, CO 80517 steve@bas1s.com 970.586.9140 ARCHITECT Estes Park Housing Authority Naomi Hawf, Executive Director 363 E Elkhorn Ave #101 Estes Park, CO 80517 nhawf@estes.org 970.591.2535 Cornerstone Engineering & Surveying, Inc Mike Todd, PE 1692 Big Thompson Ave, Ste 200 Estes Park, CO 80517 mtodd@ces-ccc.com 970.586.2458 07/17/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A1.0 Sheet No: 970.586.9140 Sheet Title: Architecture, P.C.© BASIS TRASH ENCLOSURE Pe a k V i e w A p t s 15 5 1 - 5 3 S S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P. C. Issue: 7/17/2020 CDs 6/8/2020 12 ' - 0 " 12'-0" 3'-4 1/2" 5'-3 1/4" 3'-4 1/2" 10 ' - 8 1 / 4 " 1 ' - 3 3 / 4 " 6'-0" 6'-0" 4'-2 1/2" 6' - 1 0 " 9 9 8 8 MAILBOXES TRASH/ RECYCLING (2) 4YD DUMPSTER 1 12 ' - 0 " 12'-0" 6" 1'-0" 1' - 0 " 2'-10" 6'-4" 2'-10" THICKENED EDGE RE: DETAIL 6" RAISED CURB 1/2" SILL PLATE ANCHOR BOLTS @ 48" o.c. AROUND PERIMETER, 2" SQ. WASHER OMIT CURB AT DOOR 6" CONC. SLAB ON COMPACTED FILL PROV. 6x6 W1.4x1.4 WELDED WIRE MESH REINFORCEMENT AT MID-DEPTH1% S L O P E D T O DR A I N O U T D O O R (T.O. CURB - 100'-0") (T . O . C U R B - 1 0 0 ' - 6 " ) 9 9 8 8 1: 1 2 S L O P E 5/8" OSB EXP 1 ROOF SHEATHING ICE & WATER SHIELD THROUGHOUT 6x10 D.F. #1 (DROPPED) 2x10 RAFTERS @ 24" o.c. 1'-0"1' - 6 " 3' - 0 " 9 9 8 8 OPEN TAILS SIMPSON HGA TIE-DOWNS, TYP FINISH GRADE ROLL BLOCKING FULL HEIGHT BTWN RAFTERS EA. END, STAIN TO MATCH RAFTERS RAFTER OVERHANG EA. END T.O. Slab EL: 100'-0" 1"x1" STEEL WIRE MESH ATTACH TO INSIDE FACE WALLS/ BEAM/ RAFTERS METALS DEPOT #M11120W WOVEN STEEL WIRE MESH OR SIMILAR PAINTED STEEL DOOR CONC. CURB AT SLAB PERIMETER DROP AT DOORS, TYP. RE: FOUNDATION T.O. Slab EL: 100'-0" T.O. Roof EL: 110'-1" 1"x1" STEEL WIRE MESH ATTACH TO INSIDE FACE WALLS/ BEAM/ RAFTERS METALS DEPOT #M11120W WOVEN STEEL WIRE MESH OR SIMILAR CORRUGATED METAL ROOF T.O. Slab EL: 100'-0" 1 MAILBOXES CORRUGATED METAL ROOFING PROVIDE LAP SEALANT PER MANUFACTURERS INSTALLATION INSTRUCTIONS T.O. Slab EL: 100'-0" T.O. Roof EL: 110'-1" LAP SIDING T.O. Slab EL: 100'-0" T.O. Wall EL: 108'-0" EXPOSED 2x10 RAFTERS METAL ROOF ON OSB DECKING THICKENED EDGE SLAB ON GRADE RE: FOUNDATION METAL CAP OVER T.O. WALL, TYP. 10/A2.0 T.O. Slab EL: 100'-0" T.O. Beam EL: 108'-11 1/2"T.O. Wall EL: 108'-0" RAISED CONC. CURB AROUND PERIMETER, DROP @ DOORS, TYP. MAILBOXES STEEL WIRE MESH ANIMAL SCREEN IN CLERESTORY, TYP. OSB ROOF DECK 2x10 EXPOSED RAFTERS FINISHED LOOK ROLL BLOCKING 5/8" OSB ON 2x6 WALLS, PAINTED 1% SLOPE SLAB OUT DOOR SOLID BLOCK BTWN RAFTERS (CLEAN, FINISHED LOOK- EXPOSED) 1 1'-0" 1'-0" 6" 2x6 PT MUDSILL w/ GASKET #4 VERT @ 48"o.c. w/ 4" FOOT THICKENED EDGE (3) #4 CONTINUOUS (2 AT BOTTOM CORNERS, 1 IN CURB) 6" REINFORCED CONC. SLAB ON COMPACTED FILL WIRE MESH MID-DEPTH UNDISTURBED SOIL 1/2"x10" ANCHOR BOLT @ 48" o.c. ENSURE BOTTOM OF FOOTING IS MIN 12" BELOW UNDISTURBED GRADE REF N *URXQG)ORRU )RXQGDWLRQ3ODQ 5RRI)UDPLQJ3ODQ (DVW(OHYDWLRQ 6RXWK(OHYDWLRQ :HVW(OHYDWLRQ 1RUWK(OHYDWLRQ &URVV6HFWLRQ 7UDVK(QFORVXUH6HFWLRQ 7KLFNHQHG6ODE'HWDLO 07/17/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A2.0Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS FLOOR PLAN/ ROOF PLAN 15 5 1 S . S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 Pe a k V i e w Bi k e & S t o r a g e B l d g . Issue: 7/17/2020 CDs 6/8/2020 1/ A4.01/ A4.0 4/ A4.04/ A4.0 102 6' - 8 " 3' - 6 " 101 6' - 8 " 6' - 0 " A A B B C C 1 1 2 2 3 3 4 4 W1 W1 W1 W1 W2W1 W1 W1 W1 25'-0" 24 ' - 3 " 9'-1" 15'-11" 12 ' - 0 " 6 ' - 0 " 2/ A 4 . 0 2/ A 4 . 0 3/ A 4 . 0 3/ A 4 . 0 ROOF ABOVE BI K E S T O R A G E BI K E S T O R A G E ST O R A G E L O C K E R S MAINTENANCE STORAGE A A B B C C 1 2 3 4 5/12 5/ 1 2 5/12 5/ 1 2 5/12 5/125/12 WALL BELOW RIDGE VENT, TYP. DOOR SCHEDULE ID 101 102 Qty. Ea. Bldg. 1 1 Leaf Dimensions 6'-0"×6'-8" 3'-6"×6'-8" Frame Width 4 9/16" 4 9/16" Leaf Thickness 1 3/4" 1 3/4" Frame Material H.M. H.M. Leaf Material H.M. H.M. Hardware HW-1 HW-2 Style B A Location MAINTAINANCE STORAGE BIKE STORAGE/ LOCKERS Fire Rating Notes TYPE A FLUSH PANEL TYPE B 2 PANEL DOUBLE DOOR *RE: PLAN FOR SWING/OPENING DIRECTIONS, TYP. 2'-0" ICE+WATER SHIELD TO MIN 24"INSIDE OF EXTERIOR WALL(2 COURSES) UNDERLAYMENT ATTACHMENT PER IBC 1507.2.8.1 FOR HIGH WIND >120 mph, SEE NOTES T.O. Wall METAL GUTTER METAL DRIP EDGE FLASHING 1X8 FIBER CEMENT GUTTER ATTACHMENT ROOF UNDERLAYMENT ASPHALT SHINGLE, TYP. U.O.N. VENTED FIBER CEMENT SOFFIT SEALANT2x SUBFACIA 1x2 FIBER CEMENT TRIM BLOCKING NOTE: IBC 1507.2.8.1- HIGH WIND > 120 mph THE UNDERLAYMENT SHALL BE ATTACHED IN A GRID PATTERN OF 12 INCHES (305 mm) BETWEEN SIDE LAPS WITH A 6-INCH (152 mm) SPACING AT THE SIDE LAPS. UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH SECTION 1507.2.8 EXCEPT ALL LAPS SHALL BE MINIMUM OF 4 INCHES (102 mm). UNDERLAYMENT SHALL BE ATTACHED USING METAL OR PLASTIC CAP NAILS WITH A HEAD DIAMETER OF NOT LESS THAN 1 INCH (25mm) WITH A THICKNESS OF AT LEAST 32-GAGE (0.34 mm) SHEET METAL. THE CAP NAIL SHANK SHALL BE MINIMUM OF 12 GAGE (2.67 mm) WITH A LENGTH TO PENETRATE THROUGH THE ROOF SHEATHING OR A MINIMUM OD 3/4 INCH (19.1 mm) INTO THE ROOF SHEATHING. -EXTERIOR SIDING - RE: ELEVATIONS - TYVEK WEATHER BARRIER - 1/2" (nominal) OSB WALL SHEATHING - 2x6 WD STUDS @ 16" OC - R-21 BATT INSULATION - 5/8" GYPSUM WALL BOARD -5/8" GYPSUM WALLBOARD -2x6 WD STUDS @ 16" OC -5/8" GYPSUM WALLBOARD EXTERIOR INTERIOR EXTERIOR WALL - W1 0-HR 2x6 INTERIOR WALL - W2 0-HR REF NREF N 1 1 0DLQ)ORRU3ODQ 5RRI3ODQ 'RRUV 5RRI'HWDLOV :DOOW\SHV +$5':$5(6&+('8/( ,' 48$17,7< ,7(0 +:3$,5'2256 35%877+,1*(6 ($/($) %$//&$7&++$5':$5(6(7 ($/($)38// :$//%803(56 +:(;7(5,256(59,&( 35635,1*+,1*(6 35%877+,1*(6 /2&.6(76725(5220 :($7+(5675,3 ,17(*5$/'2256:((3 :$//%803(5 62/,'&25( +2//2:&25( +2//2:0(7$/ :22' ),%(5*/$66 .12&.'2:1 .(< 6& +& +0 :' )* .' 07/17/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A3.0Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS ELEVATIONS 15 5 1 S . S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 Pe a k V i e w Bi k e & S t o r a g e B l d g . Issue: 7/17/2020 CDs 6/8/2020 BOARD AND BATTEN ASPHALT SHINGLES TYP., U.O.N. EXISTING GRADE Ridge 112'-2 1/4" C B A First Floor + 100'-0" A B C BOARD AND BATTEN ASPHALT SHINGLES TYP., U.O.N. EXISTING GRADE First Floor + 100'-0" Ridge 112'-11 3/4" BOARD AND BATTEN ASPHALT SHINGLES TYP., U.O.N. EXISTING GRADE 1 2 3 4 First Floor + 100'-0" Ridge 112'-11 3/4" BOARD AND BATTEN ASPHALT SHINGLES TYP., U.O.N. EXISTING GRADE T.O. Walls + 111'-3 3/8" 4 3 2 1 First Floor + 100'-0" Ridge 112'-11 3/4" 1RUWK(OHYDWLRQ 6RXWK(OHYDWLRQ (DVW(OHYDWLRQ :HVW(OHYDWLRQ 07/17/2020 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e n u e A4.0Sheet No: 970.586.9140 Sheet Title: A R C H I T E C T U R E P. C. Architecture, P.C.© BASIS SECTIONS 15 5 1 S . S t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 Pe a k V i e w Bi k e & S t o r a g e B l d g . Issue: 7/17/2020 CDs 6/8/2020 T.O. Wall + 109'-1/2" First Floor + 100'-0" Ridge + 112'-11 3/4" BOARD AND BATTEN ASPHALT SHINGLES TYP., U.O.N. STORAGE LOCKERS A B C H1 T.O. Wall + 109'-1/2" STORAGE LOCKERS 1 2 3 4 First Floor + 100'-0" H1 T.O. Wall + 109'-1/2" First Floor + 100'-0" MAINTENANCE STORAGE 1 2 3 4 H1 A B C T.O. Wall + 109'-1/2" First Floor + 100'-0" MAINTENANCE STORAGE STORAGE LOCKERSH1 -WOOD TRUSS BOT. CHORD -BLOWN-IN INSULATION (MIN. R-38) -(1) LAYER 5/8" GWB ROOF/CEILING - H1 0-HR 1 6WRUDJH0DLQWHQDQFH6HFWLRQ 6WRUDJH6HFWLRQ 0DLQWHQDQFH7UDVK6HFWLRQ 6WRUDJH0DLQWHQDQFH6HFWLRQ 5RRI&HLOLQJ 07/17/2020 Michael Todd, P.E. 2020.06.0 8 15:33:50 -06'00' Michael Todd, P.E. 2020.06.0 8 15:33:10 -06'00' 33 22 11 C C B B A A EWH 3 EWH 2 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT M2.0BIKE STORAGE - MECHANICAL SCALE: BIKE STORAGE - MECHANICAL 1/4" = 1'-0" 1 M2.0 05/08/2020 10 11 10 11 1 2 3 4 5 6 7 8 9 10 UP DN 18 R I S E R S ( 6 2 7 / 3 2 " ) 1 2 3 4 5 6 7 8 9 10 11 UP 18 R I S E R S ( 6 2 7 / 3 2 " ) 1 2 3 4 5 6 7 8 9 10 11 U P 18 R I S E R S ( 6 2 7 / 3 2 " ) FF= 5020.70 FF= 5021.70 FF= 5020.70 FF= 5019.70 F F = 5 0 2 4 . 5 0 FF= 5019.70 F F = 5 0 2 2 . 5 0 FF = 5 0 2 3 . 5 0 F F = 5 0 2 1 . 5 0 C O N C R E T E P A T I O F F = 5 0 2 1 . 5 0 C O N C R E T E P A T I O C O N C R E T E P A T I O C O N C R E T E P A T I O C O N C R E T E P A T I O CONCRETE PATIO CONCRETE PATIO CONCRETE ENTRY CONCRETE ENTRY C O C O CO CO GAS METERS GAS METERS 6" SS 6" SS 6" SS 1 1/2" CW 1 1 1 NORTH BUILDING SOUTH BUILDING 1 1/2" CW 1 FPWH-1 STORAGE BUILDING 3/4" CW 6" F1 6" F 1 2 GRILL 4 3/4" G (7"WC, 60)3 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View- North Building 1551 S. St. Vrain Ave Estes Park CO 80517 A R C H I T E C T U R E P. C. 05/08/2020 CONSTRUCTION/ PERMIT PLUMBING SITE PLAN P1.0 SCALE: 1 P1.0 PLUMBING SITE PLAN 1/16" = 1'-0" WORK NOTES:# 1.RE: CIVIL DRAWINGS FOR CONTINUATION. 2.3/4" CW FROM WATER ENTRY ROOM , BELOW GRADE, TO STORAGE BUILDING. 3.3/4" G CONTINUED TO GAS METER BANK LOCATION. RE: CIVIL DRAWINGS FOR ROUTING. 4.PROVIDE ISOLATION VALVE AND 1 HOUR TIMER FOR AUTOMATIC SHUT-OFF AT CONNECTION TO GRILL. COORDINATE WITH GRILL SUPPLIER FOR EXACT CONNECTION REQUIREMENTS. 05/08/2020 E0.0 JSTELECOM OUTLET: PROVIDE FLUSH MOUNT 4S JUNCTION BOX WITH 2-GANG OPENING AND MUD-RING. ROUTE (1) 3/4" CONDUIT TO ACCESSIBLE ABOVE CEILING SPACE COMPLETE WITH PULLSTRING. FUTURE CABLING BY OTHERS. CEILING MOUNT SPEAKER D2 V2 D1/V1 TELECOM OUTLET COMPLETE WITH CABLING/, JACKS, CONVENTIONS AS FOLLOWS: D = DATA V = VOICE # = QUANTITY OF CABLES/RJ45 JACKS, EACH TV A/V SYSTEM SCREEN OUTLET P = POINT-OF-SALE J S SMOKE DETECTOR ELECTRICAL SYMBOLS LIST (NOT ALL SYMBOLS MAY APPEAR IN THESE DRAWINGS) RECESSED MOUNTED LINEAR SURFACE MOUNTED LINEAR FLANGED MOUNTED LINEAR SUSPENDED MOUNTED LINEAR LINEAR STRIP WALL MOUNTED LINEAR WALL BRACKET OPEN DOWNLIGHT, SURFACE OR RECESSED RECESSED ADJUSTABLE DOWNLIGHT TRACK AND TRACK HEAD DECORATIVE FIXTUREJ LIGHTING CONTROL STATIONLCS EXIT SIGN, SINGLE FACE, CHEVRONS AS EXIT SIGN, DUAL FACE, CHEVRONS AS SHADING INDICATES WIRING DEVICES ON EMERGENCY POWER SOURCE INDICATED INDICATED SWITCH, SINGLE POLES a SWITCH, THREE POLES 3a DIMMER SWITCH, SINGLE POLED a DIMMER SWITCH, THREE POLES 3a OCCUPANCY SWITCH, SINGLE POLE,O a DUAL-TECHNOLOGY, UON CEILING MOUNTED OCCUPANCY SWITCH,JOC SINGLE POLE, DUAL-TECHNOLOGY, UON CONTROL STATION JUNCTION BOXJJ DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, GFCI DUPLEX RECEPTACLE, HALF-SWITCHED SPECIALTY RECEPTACLE (NEMA/IEC) ILLUMINATED SIGNAGESIGN S COMBINATION DISCONNECT/MOTOR STARTER, 30 AMP, SIZE '1' UON DISCONNECT SWITCH, NON-FUSED, HEAVY-DUTY, 30 AMP, UON DISCONNECT SWITCH, FUSED, HEAVY DUTY, 30 AMP, UON N F LA-1,3,5 HOMERUN: (6) #12 AWG + (1) #12 AWG GRD, CU, TO PANEL 'LA' CIRCUITS 1, 3, 5 - 3/4''C MECHANICAL/PLUMBING EQUIPMENT DESIGNATION FCU 1 PANELBOARD, FLUSH MOUNT PANELBOARD, SURFACE MOUNT DISTRIBUTION TRANSFORMERT SWITCH, MANUAL MOTOR STARTERS M TYPICALTYP UNLESS OTHERWISE NOTEDUON WEATHER-PROOFWP EXISTING TO REMAIN(E) RELOCATED(R) EXISTING TO BE REMOVED(X) HORSEPOWERHP VARIABLE FREQUENCY DRIVEVFD COUNTERCTR GROUNDGRD TWIN-HEAD EMERGENCY LIGHT NIGHT LIGHT (UNSWITCHED)NL FUSE PER EQUIPMENT NAMEPLATEFPEN POLE MOUNTED LIGHT EXISTING TO BE RELOCATED(E/R) RECESSED CLOCK RECEPTACLE CONTACTOR PHOTOCELLPC FURNISHED BY OTHERSFBO FLUSH FLOOR DUPLEX RECEPTACLE CIRCUITING IN WALL OR ABOVE CEILING CIRCUITING IN FLOOR OR BELOW GRADE OVERHEADO/H DUPLEX RECEPTACLE - CEILING MOUNTED CIRCUITING WITH ISOLATED GROUND CONDUCTOR EXIT SIGN, SINGLE FACE, CHEVRONS AS INDICATED, INTEGRAL EMERGENCY LIGHT DUPLEX RECEPTACLE, ISOLATED GROUND CEILING MOUNTED DAYLIGHTJDS SENSOR, 0-10V UON UNDERCOUNTERU/C #POWER/TELECOM RISER EXIT SIGN, LOW-LEVEL BOLLARD LIGHT FIXTURE IN-GRADE DOWNLIGHT FIRE-SMOKE DAMPERFSD Electrical Index SHEET NUMBER SHEET TITLE ELECTRICAL DRAWING INDEX ...... TOTAL:... E0.0 ELECTRICAL INDEX AND LEGEND ISSUED FOR REFERENCE ONLY ISSUED FOR CONSTRUCTION and Legend 5 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View - Maintenance Building 1551 S. St. Vrain Ave Estes Park CO 80517 CONSTRUCTION/ A R C H I T E C T U R E P. C. 05/08/2020 PERMIT E0.1 ELECTRICAL SPECIFICATION E1.0 MAINTENANCE BUILDING SINGLE LINE E2.0 MAINTENANCE BUILDING ELECTRICAL E0.2 ELECTRICAL SITE PLAN IS S U E F O R C O N S T R U C T I O N 05 / 0 8 / 2 0 2 0 05/13/2020 ELECTRICAL SPECIFICATIONS PART 1 - GENERAL A.GENERAL 1.GENERAL CONDITIONS, SPECIAL REQUIREMENTS, OR GENERAL REQUIREMENTS OF THE PROJECT SPECIFICATIONS MANUAL (WHERE PROVIDED) ARE MADE PART OF THIS SPECIFICATION AND HAVE THE SAME FORCE AND EFFECT AS IF COMPLETELY REPRODUCED. 2.DEFINITIONS: THE WORD "WORK" SHALL MEAN LABOR AND ANY INCIDENTAL ITEMS OR SERVICES NECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE COMPLETE SYSTEMS NOTED ON THESE DRAWINGS AND ASSOCIATED SPECIFICATIONS. THE WORD "PROVIDE" SHALL MEAN FURNISH, INSTALL, FEED, MAKE FINAL CONNECTIONS, COMMISSION AND LEAVE IN AN APPROVED COMPLETE OPERATING CONDITION. 3.WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST ADOPTED EDITIONS OF THE APPLICABLE NATIONAL ELECTRICAL CODE (NEC), INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL ENERGY CONSERVATION CODE (IECC), NFPA 110, AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS INCLUDING AMENDMENTS. 4.OBTAIN AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS REQUIRED FOR THIS WORK. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF MATERIAL INTO THE BUILDING AS INDICATED ON THE DRAWINGS, WITHOUT INTERFERENCE WITH OTHER WORK, AND SHALL MAKE REASONABLE MODIFICATIONS IN THE LAYOUTS NEEDED TO PREVENT CONFLICT WITH OTHER TRADES, TO PROVIDE ACCESS AND FOR THE PROPER EXECUTION OF THE WORK. 6.THE WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES INCLUDING CONTRACT DOCUMENTS, SHOP DRAWINGS, AND EXISTING SYSTEMS (WHERE APPLICABLE). 7.DO NOT SCALE DRAWINGS AS THEY ARE DIAGRAMMATIC AND SCHEMATIC IN NATURE. CONTRACTOR SHALL PROVIDE NECESSARY ITEMS TO COMPLETE THE WORK ACCORDING TO INDUSTRY STANDARDS. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO CALL OUT FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ARRANGEMENT OF EQUIPMENT AND ROUTING OF RACEWAYS INDICATED ON DRAWINGS SHALL BE ROUTED PLUMB AND AT RIGHT ANGLES TO BUILDING STRUCTURE. INSTALLATION OF SYSTEMS MAY REQUIRE MODIFICATION DUE TO UNFORESEEN CONDITIONS. 8.VERIFY ALL SIZES DIMENSIONS, AND CONDITIONS BEFORE STARTING ANY WORK. ANY DEVIATIONS OR ISSUES SHALL BE TRANSMITTED TO THE ARCHITECT FOR REVIEW. 9.CONTRACTOR SHALL SUBMIT A BID BASED ON MANUFACTURER NAMES LISTED UNLESS "OR EQUAL" IS INDICATED. SUBSTITUTION REQUESTS WILL BE REVIEWED BY THE ENGINEER PROVIDED THEY ARE SUBMITTED A MINIMUM OF SEVEN (7) BUSINESS DAYS PRIOR TO THE BID DATE. CLOSING ACCEPTABILITY OF SUBSTITUTION WILL BE SOLELY DETERMINED BY THE OWNER. 10.IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. 11.EXAMINATION OF BIDDING DOCUMENTS: 11.1.EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND, NOT LATER THAN SEVEN (7) DAYS PRIOR TO THE DATE OF RECEIPT AND SHALL MAKE WRITTEN REQUEST TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES, AMBIGUITY, INCONSISTENCY OR ERROR THEREIN WHICH HE MAY DISCOVER. ANY INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ARCHITECT. ONLY A WRITTEN INTERPRETATION OR CORRECTION BY ADDENDUM SHALL BE BINDING, NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANOTHER METHOD. IF DISCREPANCIES, AMBIGUITY, INCONSISTENCY OR ERROR ARE NOT COVERED BY ADDENDUM OR WRITTEN DIRECTIVE, CONTRACTOR SHALL INCLUDE IN HIS BID, LABOR, MATERIALS AND METHODS OF CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA COMPENSATION WILL BE MADE IN BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBED ABOVE. 11.2.THE COMPANY/CONTRACTOR SUBMITTING THE REQUEST WILL BE RESPONSIBLE FOR ITS PROMPT DELIVERY. FAILURE TO SO REQUEST CLARIFICATION OF ANY INADEQUACY, OMISSION, OR CONFLICT WILL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY. THE SIGNING OF THE CONTRACT WILL BE AS CONSIDERED AS IMPLICITLY DENOTING THAT THE CONTRACTOR HAS A THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE WORKING DRAWINGS AND SPECIFICATIONS. 12.WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT. 13.GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFTER OWNERS ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. 14.SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TEST SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO THE OWNER. 15.CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS SECTION OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION. 16.SYSTEMS SHALL BE PROVIDED COMPLETE, OPERABLE AND READY FOR CONTINUOUS OPERATIONS. LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC. SHALL BE CONNECTED AND OPERABLE. 17.ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER NATIONALLY RECOGNIZED TESTING LABORATORIES (NRTL). 18.IN INSTANCES WHERE THE PROJECT DOES NOT INCLUDE AN ARCHITECT, THE ENGINEER SHALL RECEIVE ALL CORRESPONDENCE AS DIRECTED HEREIN. B.SUBMITTALS 1.CONTRACTOR SHALL SUBMIT FIVE (5) SETS OF SHOP DRAWINGS AND TECHNICAL DATA SHEETS FOR EQUIPMENT AND MATERIALS SPECIFIED. THE ENGINEER SHALL REVIEW SHOP DRAWINGS AND TECHNICAL DATA SHEETS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND ISSUE A WRITTEN ASSESSMENT TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. 2.CONTRACTOR SHALL IDENTIFY ANY DEVIATIONS IN THE SHOP DRAWINGS FROM THE DESIGN DOCUMENTS. 3.SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION PRIOR TO BIDDING. SUBSTITUTIONS SHALL BE PRE-APPROVED IN WRITING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING REQUIREMENTS ASSOCIATED WITH SUBSTITUTED EQUIPMENT OR MATERIALS WITH OTHER BUILDING TRADES. CONTRACTOR SHALL IDENTIFY AND ANNOTATE REVISED REQUIREMENTS PER BUILDING TRADE ON THE SHOP DRAWINGS. CONTRACTOR SHALL ALSO IDENTIFY COST DEBITS OR CREDITS IN WRITING FOR THE PROPOSED CHANGES PER BUILDING TRADE. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING FEES NECESSARY TO CHANGE PERMIT DOCUMENTS BASED ON ALTERNATE SUBMITTAL PACKAGES/EQUIPMENT SUBSTITUTIONS. 5.PRESENT SHOP DRAWING SUBMITTAL DATA AT ONE TIME, IN ELECTRONIC PORTABLE DOCUMENT FORMAT (.PDF) IN A NEAT AND ORDERLY MANNER. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED. SUBMITTALS SHALL INCLUDE BUT NOT BE LIMITED TO LIGHTING FIXTURES, SWITCHGEAR, PANELBOARDS, WIRING DEVICES, SAFETY SWITCHES, FUSES, MOTOR CONTROLLERS, LAMPS, CONDUIT, FITTINGS, TRANSFORMERS AND LIGHTING CONTROLS. 6.CONTRACTORS FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS OR EQUIPMENT. D.DRAWINGS 1.CONTRACTOR SHALL MAINTAIN, TWO (2) SETS OF WHITE PRINTS OF DRAWINGS PERTAINING TO THE WORK. ONE (1) SET OF PRINTS SHALL BE KEPT ON SITE AND CHANGES OR DEVIATIONS FROM THE CONTRACT DRAWINGS SHALL BE CAREFULLY NOTED AS CHANGES OR DEVIATIONS ARE MADE. E.OPERATING AND MAINTENANCE INSTRUCTIONS 1.CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF MANUFACTURERS OPERATING AND MAINTENANCE INSTRUCTIONS FOR EACH PIECE OF EQUIPMENT AND SYSTEM. COPIES SHALL BE COMPILED IN SETS AND PLACED IN A HARD COVER THREE RING BINDER WITH INDEX PAGE AND INDEX TABS. ALL NAME TAG INFORMATION SUCH AS THE MANUFACTURER, TYPE, SIZE, CAPACITY, SERIAL NUMBER, ETC. SHALL BE INCLUDED AS PART OF THE MANUAL. 2.PROVIDE WRITTEN OPERATING INSTRUCTIONS WITH DIAGRAMS FOR ELECTRICAL EQUIPMENT. 3.OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. PART 2 - PRODUCTS A.GENERAL 1.PROVIDE EQUIPMENT AS SPECIFIED AND/OR SCHEDULED AND IN ACCORDANCE WITH MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. EQUIPMENT SHALL OPERATE ACCORDING TO THE MANUFACTURERS "OWNERS OPERATING AND MAINTENANCE MANUAL" TROUBLE-FREE. B.WIRE AND CABLE 1.WIRE SHALL BE COPPER, 75°C RATED FOR GENERAL USE. FOR HID FIXTURES AND WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS WIRE SHALL BE COPPER MINIMUM 90°C RATED. SIZES INDICATED ARE FOR INSTALLATION IN A MAXIMUM 30°C AMBIENT. CONDUCTOR AMPACITY SHALL DERATED FOR HIGHER AMBIENT INSTALLATIONS. C.RACEWAYS AND FITTINGS 1.ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. RACEWAYS IN SLAB-ON-GRADE OR BELOW GRADE SHALL BE SCHEDULE 40 PVC, WITH PVC WRAPPED (OR EQUIVALENT PROTECTION) RIGID STEEL ELBOWS AT BENDS AND TRANSITIONS FROM BELOW TO ABOVE GRADE. EMT FITTINGS SHALL BE STEEL. CONNECTORS SHALL BE INSULATED THROAT TYPE. 2.RGS OR IMC SHALL BE USED IN ALL AREAS SUBJECT TO WEATHER OR MECHANICAL DAMAGE. 3.ALL CIRCUITING SHALL BE CONCEALED. WHERE CONCEALMENT IS IMPRACTICAL, AND WITH THE SPECIFIC APPROVAL FROM THE ARCHITECT, SURFACE RACEWAY AND OUTLETS MAY BE INSTALLED, FINISHED TO MATCH ADJACENT SURFACES. 4.METAL-CLAD (TYPE MC) CABLE MAY BE USED IN THE FOLLOWING LIMITED LOCATIONS: 4.1.6'-0" MAXIMUM LIGHT FIXTURE WHIPS. 4.2.DEAD-END RUNS TO THE LAST WIRING DEVICE ON A CIRCUIT. 4.3.IN AREAS CONSIDERED "TIGHT" WITHIN MILLWORK AND CASEWORK INSTALLATIONS. 5.TYPE ENT RACEWAY IS NOT ALLOWED. 6.NON-METALLIC AND FLEXIBLE METAL CONDUITS SHALL HAVE A CODE SIZED COPPER GROUNDING CONDUCTOR. INCREASE CONDUIT SIZE AS REQUIRED. D.DISTRIBUTION EQUIPMENT 1.SWITCHBOARDS, DISTRIBUTION BOARDS, PANELBOARDS, DISCONNECT SWITCHES, MOTOR CONTROL CENTERS, ETC. SHALL BE FURNISHED BY SQUARE D (SCHNEIDER ELECTRIC), GENERAL ELECTRIC, EATON CUTLER HAMMER, OR SIEMENS. FLOOR MOUNTED EQUIPMENT SHALL INSTALLED ATOP 4" HIGH CONCRETE HOUSEKEEPING PADS. 2.TRANSFORMERS SHALL BE COPPER WOUND, 115° RISE WITH 220°C INSULATION. MOUNT ON RUBBER-IN-SHEAR ISOLATORS. MANUFACTURERS SHALL BE SQUARE D (SCHNEIDER ELECTRIC), GENERAL ELECTRIC, EATON CUTLER HAMMER, OR SIEMENS. INSTALL ATOP 4" HIGH CONCRETE HOUSEKEEPING PAD. 3.PROVIDE ENGRAVED NAMEPLATES MECHANICALLY FASTENED WITH A MINIMUM OF TWO (2) SCREWS ON ALL SWITCHBOARDS, PANELBOARDS DISCONNECT SWITCHES, MOTOR CONTROL CENTERS, TRANSFORMERS, ETC. INDICATING EQUIPMENT DESIGNATION (OR DESIGNATION OF EQUIPMENT SERVED), VOLTAGE, AND SOURCE. EXAMPLE: "PANEL HPA, SERVED FROM SWITCHBOARD 'MSB', 480/277V, 3PH, 4W". 4.DISCONNECT SWITCHES SHALL BE HEAVY-DUTY TYPE. FUSIBLE SWITCHES SHALL ACCEPT CLASS 'R' FUSES ONLY AND REJECT OTHERS. INSTALL DISCONNECT SWITCH ON TWO (2) 24" LONG UNITSTRUT CHANNELS DRILLED AND BOLTED TO HVAC UNIT FRAME WHERE POSSIBLE (COORDINATE LOCATION W/HVAC MANUFACTURER TO AVOID WARRANTY INFRACTIONS). SILICONE SEAL ALL HOLES IN UNIT. 5.CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND FUSES SHALL BE BUSSMAN OR APPROVED EQUIVALENT. CIRCUIT BREAKERS SHALL BE FULLY RATED IN EXCESS OF AVAILABLE FAULT CURRENT LEVELS. SERIES RATING OF EQUIPMENT IS PROHIBITED. 6.WIRE TERMINATION PROVISIONS FOR PANELBOARDS, CIRCUIT BREAKERS, SAFETY SWITCHES, AND ALL OTHER ELECTRICAL APPARATUS SHALL BE LISTED AS SUITABLE FOR 75°C. 7.ALL EQUIPMENT SUCH AS SWITCHBOARDS, DISTRIBUTION BOARDS, DISCONNECT SWITCHES, TRANSFORMERS AND PANELBOARDS SHALL BE BY THE SAME MANUFACTURER. ALL FUSES PROVIDED SHALL BE OF THE SAME MANUFACTURER. 8.PROVIDE HANDLE TIES OR MULTI-POLE CIRCUIT BREAKERS FOR SIMULTANEOUS OPERATION OF ALL MULTI-WIRE BRANCH CIRCUITS. 9.PROVIDE ARC-FLASH LABELING ON ALL DISTRIBUTION EQUIPMENT. E.WIRING DEVICES 1.WIRING DEVICES SHALL BE SPECIFICATION GRADE AND RATED AT 20 AMPERES. THE DEVICE PLATES SHALL BE LEXAN OR NYLON UNLESS OTHERWISE NOTED. THE COLOR OF THE DEVICES AND COVERPLATES SHALL BE AS DIRECTED BY THE ARCHITECT. 2.SMOKE-DETECTORS SHALL BE SELF-CONTAINED WITH AUDIBLE ALARM, UL LISTED AND COMPLY WITH NFPA STANDARD 72. INTERCONNECT DETECTORS WITHIN A DWELLING UNIT OR GUESTROOM TO SOUND A COMMON ALARM. 3.ALL 120 VOLT 15- AND 20-AMPERE RECEPTACLES LOCATED IN DWELLING UNITS, GUEST ROOMS AND SUITES, AND CHILD CARE FACILITIES SHALL BE TAMPER-RESISTANT TYPE. 4.LIGHT SWITCHES IN PUBLIC AREAS SHALL BE SPECIFICATION GRADE ROCKER TYPE, UON. LIGHT SWITCHES IN BACK OF HOUSE AREAS SHALL BE SPECIFICATION GRADE TOGGLE TYPE, UON. F.BOXES 1.FLUSH FLOOR OUTLETS SHALL BE CAST IRON, QUANTITY OF GANGS AND CONDUIT ENTRIES AS REQUIRED. PROVIDE BRASS COVERPLATE FOR THE OUTLET TYPES INDICATED. PROVIDE CARPET OR TILE FLANGE TO MATCH FLOOR FINISH. 2.BOXES SHALL BE A MINIMUM OF 4" SQUARE WITH REQUIRED EXTENSIONS AND PLASTER OR TILE RINGS. G.LIGHT FIXTURES 1.RECESSED FIXTURES INSTALLED INDOORS SHALL BE THERMALLY PROTECTED. 2.FIXTURES INDICATED AS BEING EMERGENCY SHALL BE PROVIDED WITH BATTERY POWERED INVERTER UNIT MOUNTED IN, OR ADJACENT TO, FIXTURE. PROVIDE UNIT WITH FULLY AUTOMATIC TWO-RATE CHARGER, NICKEL CADMIUM BATTERY, AC "ON" PILOT LIGHT, AND TEST SWITCH. DESIGN AND WIRE UNIT TO AUTOMATICALLY TRANSFER TO BATTERY SUPPLY UPON LOSS OF NORMAL AC POWER AND TO OPERATE ONE LAMP AT 1300 LUMENS MINIMUM FOR LINEAR LAMPS, 700 LUMENS FOR COMPACT LAMPS FOR A MINIMUM OF 90-MINUTES. LED LUMEN LEVELS VARY, AND SHALL BE AS SPECIFIED. ALL EMERGENCY LIGHTING UNITS SHALL BE CONNECTED TO AN UNSWITCHED SOURCE. IN LOCATIONS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, EMERGENCY LIGHTING MAY BE CONNECTED TO THE EMERGENCY LEG OF A GENERATOR POWER SYSTEM IN LIEU OF BATTERY POWER. PART 3 - EXECUTION A.GENERAL 1.FINAL CONNECTIONS AND ROUGH-IN REQUIREMENTS TO EQUIPMENT SHALL BE PER MANUFACTURERS APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED INCLUDING ALL RACEWAYS, BOXES, WIRING, WIRING DEVICES, ETC. 2.CONTRACTOR SHALL PROVIDE CONTROLS, INTERLOCKS, ACCESSORIES, ETC. AS REQUIRED FOR MOTOR CONTROL. EACH STARTER SHALL CONTAIN 120V CONTROL TRANSFORMER, LED PILOT LIGHT, AND PUSHBUTTONS OR SELECTOR SWITCH AS REQUIRED, IN ADDITION TO OTHER ITEMS (AUXILIARY CONTACTS, DOOR SWITCHES, RELAYS, ETC.) REQUIRED. REFER TO CONTROL DRAWINGS AND CONTROL DIAGRAMS FOR ADDITIONAL CONDUIT, WIRE, RELAYS, TRANSFORMERS, CONNECTIONS, ETC. REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. 3.EMPTY RACEWAY SYSTEMS SHALL HAVE A #12 PULLWIRE OR EQUAL AND SHALL BE IDENTIFIED AT JUNCTION, PULL AND TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL INDICATE INTENDED USE OF CONDUIT, ORIGINATION AND TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT. STUB CONDUIT OUT 6" INTO AN ACCESSIBLE AREA. CAP OPEN ENDS NOT TERMINATED IN A JUNCTION BOX. 4.VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN. 5.RECEPTACLES WHICH ARE SHOWN WALL MOUNTED ON THE ELECTRICAL DRAWINGS ON WALLS WHICH, ON THE ARCHITECTURAL DRAWINGS AND ELEVATIONS ARE SHOWN AS GLASS OR PARTITIONS, SHALL BE FLUSH FLOOR DUPLEX RECEPTACLES MOUNTED ADJACENT TO BASE OR WALLS. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF OUTLETS AND DEVICES WITH ARCHITECTURAL MILLWORK DRAWINGS AND INTERIOR ELEVATIONS. 6.PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR EACH ARC-FAULT, GROUND FAULT, OR DIMMED CIRCUIT. 7.PROVIDE MAINTENANCE RECEPTACLE WITHIN 25'-0" OF ALL MECHANICAL, MOTORIZED, OR REFRIGERATION EQUIPMENT. 8.WHERE MECHANICAL EQUIPMENT IS INSTALLED ABOVE A GYPSUM BOARD CEILING REQUIRING ACCESS THROUGH AN ACCESS PANEL, PROVIDE A RECEPTACLE, SWITCH, AND LIGHT IN THE CEILING SPACE AT THE ACCESS LOCATION. 9.RECESSED LIGHT FIXTURES INSTALLED IN GYPSUM BOARD OR PLASTER CEILINGS SHALL HAVE PLASTER FRAMES INSTALLED PRIOR TO THE CEILING MATERIAL. 10.MULTI-BALLSTED OR DRIVER FLUORESCENT OR LED FIXTURES SHALL BE DUAL-SWITCHED UNLESS NOTED OTHERWISE. 11.LIGHT FIXTURES RECESSED IN T-BAR CEILING SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING SYSTEM WITH A MINIMUM OF TWO (2) #12 HANGAR WIRES UP TO STRUCTURE. SECURE HANGAR WIRES TO CORNERS OF FIXTURE. CLIP FIXTURE TO GRID ON TWO (2) SIDES WITH FACTORY-FURNISHED CLIPS. FINAL CONNECTION TO FIXTURE SHALL BE MADE WITH A FLEXIBLE U.L. APPROVED ASSEMBLY. 12.CONTRACTOR SHALL REFER TO FOOD SERVICE DRAWINGS FOR EXACT LOCATIONS AND ADDITIONAL ELECTRICAL REQUIREMENTS. PROVIDE JUNCTION BOXES, RECEPTACLES, CONNECTIONS, CONDUITS (TO INCLUDE SODA AND LIQUOR DISPENSING SYSTEMS), WIRE, INTERLOCKS, CONTROLS, ETC. AS REQUIRED BY THE FOOD SERVICE EQUIPMENT SUPPLIER. 13.SEE DIVISION 23 DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT. PROVIDE SERVICE TO AND CONNECT EQUIPMENT AS REQUIRED. PROVIDE FUSES OR HACR-TYPE CIRCUIT BREAKERS FOR AIR CONDITIONING EQUIPMENT SIZED IN ACCORDANCE WITH MANUFACTURERS NAMEPLATE. WHERE FACTORY-PROVIDED DISCONNECT SWITCHES ARE UTILIZED, THEY SHALL BE RATED TO EXCEED THE AVAILABLE FAULT CURRENT AT THE EQUIPMENT. 14.HVAC CONTROLS: PROVIDE LINE VOLTAGE WIRING, RACEWAYS, AND POWER CONNECTIONS AS REQUIRED TO ACCOMMODATE HVAC CONTROL SYSTEMS. COORDINATE REQUIREMENTS WITH TEMPERATURE CONTROL, MECHANICAL, PLUMBING, AND GENERAL CONTRACTORS PRIOR TO BID. NO EXTRAS WILL BE ALLOWED FOR FAILURE TO COMPLY WITH THIS REQUIREMENT. LOW VOLTAGE HVAC CONTROL RACEWAY SYSTEMS SHALL BE PER THE TEMPERATURE CONTROLS CONTRACTOR. THESE DOCUMENTS DO NOT INDICATE ALL CONNECTION POINTS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. 15.PANEL DIRECTORIES SHALL BE REMOVABLE. ROOM NAMES AND NUMBERS SHALL BE AS DIRECTED BY OWNER. DIRECTORIES SHALL BE TYPED AND INSTALLED UNDER CLEAR PLASTIC COVERS. 16.PROVIDE DYMO-TAPE TAG PRINTED LABEL INSIDE COVER OF EACH FUSIBLE SWITCH, INDICATING SIZE AND TYPE OF FUSES PROVIDED. 17.PROVIDE TWO (2) SETS OF THREE (3) SPARE FUSES FOR EACH SIZE AND TYPE PROVIDED ON THIS PROJECT. INSTALL FUSES IN A HINGED DOOR, SHEET METAL STORAGE CABINET EQUIPPED WITH CLIPS OR CUBICLES, EACH MARKED WITH THE SIZE AND TYPE OF FUSE STORED THEREIN. PROVIDE NAMEPLATE "SPARE FUSES". INSTALL IN LOCATIONS AS DIRECTED BY OWNER. 18.PROVIDE 4" HIGH CONCRETE EQUIPMENT PADS FOR FLOOR MOUNTED EQUIPMENT SUCH AS SWITCHBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, ETC. COORDINATE WITH DISTRIBUTION EQUIPMENT TO ENSURE ALL SWITCH AND CIRCUIT BREAKER HANDLES ARE BELOW 6'-6" TO THE HIGHEST POINT. 19.CONTRACTOR SHALL PROVIDE NEW UPDATED TYPE WRITTEN PANEL DIRECTORIES FOR EXISTING AND NEW CIRCUITS BEING UTILIZED FOR COMPLETION OF THIS PROJECT. 20.FINAL CONNECTIONS TO MOTORS, TRANSFORMERS, AND OTHER VIBRATING AND/OR ROTATING EQUIPMENT SHALL BE MADE WITH SEAL-TITE FLEXIBLE FLEXIBLE CONDUIT WITH APPROVED FITTINGS (3''0" MAXIMUM LENGTH). DO NOT SECURE CONDUITS OR DEVICES TO DUCTWORK OR OTHER MECHANICAL EQUIPMENT. 21.DEVICES INSTALLED IN FIRE-RATED WALLS SHALL HAVE NELSON FSP PUTTY PADS INSTALLED TO MAINTAIN FIRE INTEGRITY - ONE PAD PER HOUR OF RATING. CONDUIT PENETRATING FIRE-RATED WALLS SHALL COMPLY WITH THE REQUIREMENTS OF U.L. SYSTEM 147A FOR SINGLE CONDUITS OR U.L. SYSTEM 322 FOR MULTIPLE CONDUITS. DEVICES INSTALLED IN SOUND-RATED WALLS SHALL HAVE NELSON FSP (STC 54) SOUND RATED PUTTY PADS INSTALLED TO MAINTAIN THE SOUND INTEGRITY OF THE WALL. 22.RECEPTACLES INSTALLED OUTSIDE, ON THE BUILDING EXTERIOR OR ROOF, IN KITCHENS OR WITHIN 6'-0" MEASURED HORIZONTALLY FROM A SINK OR DRINKING FOUNTAIN UNLESS LOCATED BELOW A COUNTER OR OTHERWISE PROTECTED SHALL BE GFCI TYPE OR PROTECTED BY A GFI CIRCUIT BREAKER. 23.COORDINATE THE LOCATION OF LIGHTING FIXTURES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN. UNLESS VERIFIED IN WRITING THE REFLECTED CEILING PLAN LOCATIONS SHALL GOVERN. 24.COORDINATE THE LOCATION OF WALL MOUNTED EQUIPMENT WITH THE ARCHITECTURAL INTERIOR AND EXTERIOR ELEVATIONS. UNLESS OTHERWISE VERIFIED IN WRITING THE ARCHITECTURAL DRAWINGS SHALL GOVERN. PART 4 - DESIGN-BUILD FIRE ALARM AND DETECTION SYSTEM PERFORMANCE CRITERIA A.GENERAL 1.CONTRACTOR SHALL PROVIDE, INSTALL, TEST, AND COMMISSION A FULLY OPERATIONAL, APPROVED, FIRE ALARM AND DETECTION SYSTEM. 2.FIRE ALARM AND DETECTION SYSTEM SHALL BE PROVIDED BY THIS CONTRACTOR, PERFORMED UNDER A DESIGN-BUILD DELIVERY METHOD. 3.FIRE ALARM AND DETECTION SYSTEM SHALL BE IN FULL COMPLIANCE WITH ALL LOCAL, STATE, FEDERAL, AND ADA REQUIREMENTS. 4.CONTRACTOR SHALL PROVIDE SUBMITTALS. SUBMITTAL REQUIREMENTS: 4.1.SUBMITTALS SHALL BE APPROVED BY AUTHORITIES HAVING JURISDICTION PRIOR TO SUBMITTING THEM TO THE ARCHITECT. 4.2.SHOP DRAWINGS SHALL BE PREPARED BY PERSONS WITH THE FOLLOWING QUALIFICATIONS: 4.2.1.TRAINED AND CERTIFIED BY MANUFACTURER IN FIRE-ALARM SYSTEM DESIGN. 4.2.2.NICET-CERTIFIED, FIRE ALARM TECHNICIAN; LEVEL III MINIMUM. 4.2.3.LICENSED OR CERTIFIED BY AUTHORITIES HAVING JURISDICTION. 4.3.DELEGATED-DESIGN: FOR NOTIFICATION APPLIANCES AND SMOKE AND HEAT DETECTORS, IN ADDITION TO THE SUBMITTALS LISTED ABOVE, INDICATE COMPLIANCE WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. 4.3.1.DRAWINGS SHOWING THE LOCATION OF EACH NOTIFICATION APPLIANCE AND SMOKE AND HEAT DETECTOR, RATINGS OF EACH, AND INSTALLATION DETAILS AS NEEDED TO COMPLY WITH LISTING CONDITIONS OF THE DEVICE. 4.3.2.DESIGN CALCULATIONS: CALCULATE REQUIREMENTS FOR SELECTING THE SPACING AND SENSITIVITY OF DETECTION, COMPLYING WITH NFPA 72. CALCULATE SPACING AND INTENSITIES FOR STROBE SIGNALS AND SOUND-PRESSURE LEVELS FOR AUDIBLE APPLIANCES. 4.3.3.INDICATED AUDIBLE APPLIANCES REQUIRED TO PRODUCE SQUARE WAVE SIGNAL PER NFPA 72. 5.EXISTING FIRE ALARM EQUIPMENT (WHERE APPLICABLE) SHALL BE MAINTAINED AND FULLY OPERATIONAL UNTIL NEW EQUIPMENT PROVIDED UNDER THIS PROJECT HAS BEEN TESTED AND ACCEPTED. NEW COMPONENTS SHALL BE COMPATIBLE WITH, AND OPERATE AS AN EXTENSION OF, EXISTING SYSTEM. PROVIDE SYSTEM MANUFACTURERS CERTIFICATION THAT ALL COMPONENTS PROVIDED HAVE BEEN TESTED AS, AND WILL OPERATE AS, A SYSTEM. 6.WARRANTY: CONTRACTOR SHALL AGREE TO REPAIR OR REPLACE FIRE ALARM SYSTEM EQUIPMENT AND COMPONENTS THAT FAIL IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. 7.COMPLY WITH NFPA 72, NFPA 101, AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION FOR INSTALLATION AND TESTING OF FIRE-ALARM EQUIPMENT. INSTALL ALL ELECTRICAL WIRING TO COMPLY WITH REQUIREMENTS IN NFPA 70 INCLUDING, BUT NOT LIMITED TO, ARTICLE 760, "FIRE ALARM SYSTEMS." B.SYSTEM DESCRIPTION 1.NONCODED, UL-CERTIFIED ADDRESSABLE SYSTEM, WITH MULTIPLEXED SIGNAL TRANSMISSION AND VOICE/STROBE EVACUATION MEETING AUDIBILITY AND INTELLIGIBLE REQUIREMENTS. 2.AUTOMATIC SENSITIVITY CONTROL OF CERTAIN SMOKE DETECTORS. 3.ALL COMPONENTS PROVIDED SHALL BE LISTED FOR USE WITH THE SELECTED SYSTEM. 4.ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION. C.OPERATIONAL DESCRIPTION 1.NOTE: THE FOLLOWING DESCRIPTIONS REPRESENT A MASTER LIST. NOT ALL DEVICES, SYSTEMS, AND FUNCTIONS LISTED HEREIN MAY BE REPRESENTED ON THIS PROJECT. APPLICABILITY SHALL BE DETERMINED BY QUALIFIED SYSTEM DESIGN PROFESSIONAL. 2.FIRE-ALARM SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES AND SYSTEMS: 2.1.MANUAL STATIONS. 2.2.HEAT DETECTORS. 2.3.FLAME DETECTORS. 2.4.SMOKE DETECTORS. 2.5.DUCT SMOKE DETECTORS. 2.6.AIR-SAMPLING SMOKE-DETECTION SYSTEM (VESDA). 2.7.CARBON MONOXIDE DETECTORS. 2.8.COMBUSTIBLE GAS DETECTORS. 2.9.AUTOMATIC SPRINKLER SYSTEM WATER FLOW. 2.10.PREACTION SYSTEM. 2.11.FIRE-EXTINGUISHING SYSTEM OPERATION. 2.12.FIRE STANDPIPE SYSTEM. 2.13.DRY SYSTEM PRESSURE FLOW SWITCH. 2.14.FIRE PUMP RUNNING. 3.FIRE-ALARM SIGNAL SHALL INITIATE THE FOLLOWING ACTIONS: 3.1.CONTINUOUSLY OPERATE ALARM NOTIFICATION APPLIANCES. 3.2.IDENTIFY ALARM AND SPECIFIC INITIATING DEVICE AT FIRE-ALARM CONTROL UNIT. 3.3.TRANSMIT AN ALARM SIGNAL TO THE REMOTE ALARM RECEIVING STATION. 3.4.UNLOCK ELECTRIC DOOR LOCKS IN DESIGNATED EGRESS PATHS. 3.5.RELEASE FIRE AND SMOKE DOORS HELD OPEN BY MAGNETIC DOOR HOLDERS. 3.6.ACTIVATE VOICE/ALARM COMMUNICATION SYSTEM. 3.7.SWITCH HEATING, VENTILATING, AND AIR-CONDITIONING EQUIPMENT CONTROLS TO FIRE-ALARM MODE. 3.8.ACTIVATE SMOKE-CONTROL SYSTEM (SMOKE MANAGEMENT) AT FIREFIGHTERS' SMOKE-CONTROL SYSTEM PANEL. 3.9.ACTIVATE STAIRWELL AND ELEVATOR-SHAFT PRESSURIZATION SYSTEMS. 3.10.CLOSE SMOKE DAMPERS IN AIR DUCTS OF DESIGNATED AIR-CONDITIONING DUCT SYSTEMS. 3.11.ACTIVATE PREACTION SYSTEM. 3.12.RECALL ELEVATORS TO PRIMARY OR ALTERNATE RECALL FLOORS. 3.13.ACTIVATE ELEVATOR POWER SHUNT TRIP. 3.14.ACTIVATE EMERGENCY LIGHTING CONTROL. 3.15.ACTIVATE EMERGENCY SHUTOFFS FOR GAS AND FUEL SUPPLIES. 3.16.RECORD EVENTS IN THE SYSTEM MEMORY. 3.17.RECORD EVENTS BY THE SYSTEM PRINTER. 3.18.INDICATE DEVICE IN ALARM ON THE GRAPHIC ANNUNCIATOR. 4.SUPERVISORY SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES AND ACTIONS: 4.1.VALVE SUPERVISORY SWITCH. 4.2.HIGH- OR LOW-AIR-PRESSURE SWITCH OF A DRY-PIPE OR PREACTION SPRINKLER SYSTEM. 4.3.ALERT AND ACTION SIGNALS OF AIR-SAMPLING DETECTOR SYSTEM. 4.4.ELEVATOR SHUNT-TRIP SUPERVISION. 4.5.FIRE PUMP RUNNING. 4.6.FIRE-PUMP LOSS OF POWER. 4.7.FIRE-PUMP POWER PHASE REVERSAL. 4.8.INDEPENDENT FIRE-DETECTION AND -SUPPRESSION SYSTEMS. 4.9.USER DISABLING OF ZONES OR INDIVIDUAL DEVICES. 4.10.LOSS OF COMMUNICATION WITH ANY PANEL ON THE NETWORK. 5.SYSTEM TROUBLE SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES AND ACTIONS: 5.1.OPEN CIRCUITS, SHORTS, AND GROUNDS IN DESIGNATED CIRCUITS. 5.2.OPENING, TAMPERING WITH, OR REMOVING ALARM-INITIATING AND SUPERVISORY SIGNAL-INITIATING DEVICES. 5.3.LOSS OF COMMUNICATION WITH ANY ADDRESSABLE SENSOR, INPUT MODULE, RELAY, CONTROL MODULE, REMOTE ANNUNCIATOR, PRINTER INTERFACE, OR ETHERNET MODULE. 5.4.LOSS OF PRIMARY POWER AT FIRE-ALARM CONTROL UNIT. 5.5.GROUND OR A SINGLE BREAK IN INTERNAL CIRCUITS OF FIRE-ALARM CONTROL UNIT. 5.6.ABNORMAL AC VOLTAGE AT FIRE-ALARM CONTROL UNIT. 5.7.BREAK IN STANDBY BATTERY CIRCUITRY. 5.8.FAILURE OF BATTERY CHARGING. 5.9.ABNORMAL POSITION OF ANY SWITCH AT FIRE-ALARM CONTROL UNIT OR ANNUNCIATOR. 5.10.VOICE SIGNAL AMPLIFIER FAILURE. 5.11.HOSE CABINET DOOR OPEN. 6.SYSTEM SUPERVISORY SIGNAL ACTIONS: 6.1.INITIATE NOTIFICATION APPLIANCES. 6.2.IDENTIFY SPECIFIC DEVICE INITIATING THE EVENT AT FIRE-ALARM CONTROL UNIT. 6.3.RECORD THE EVENT ON SYSTEM PRINTER. 6.4.AFTER A TIME DELAY OF 200 SECONDS (OR PER AHJ REQUIREMENTS), TRANSMIT A TROUBLE OR SUPERVISORY SIGNAL TO THE REMOTE ALARM RECEIVING STATION. 6.5.TRANSMIT SYSTEM STATUS TO BUILDING MANAGEMENT SYSTEM. 6.6.DISPLAY SYSTEM STATUS ON GRAPHIC ANNUNCIATOR. E0.1Electrical Specification G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View - Maintenance Building 1551 S. St. Vrain Ave Estes Park CO 80517 CONSTRUCTION/ A R C H I T E C T U R E P. C. 05/08/2020 PERMIT 05/13/2020 S S S S S S S S S S S S S X X X X X X X X X X X X X X X X X X X X X X X X X X X X OHP OHP OHP OHP OHP W W W W W W W G G G G G G G G S 6 i n S 6in 10 11 10 11 SS T T T T T T SS SS SS NORTH BUILDING PROPOSED 13 UNITS PROPOSED ASPHALT PARKING 34 SPACES PROPOSED ASPHALT PARKING 18 SPACES CO L O R A D O S T A T E H I G H W A Y N o . 7 (A K A S O U T H S A I N T V R A I N A V E . ) 1 2 3 4 5 6 7 8 9 10 UP DN 18 R I S E R S ( 6 2 7 / 3 2 " ) 1 2 3 4 5 6 7 8 9 10 11 U P 18 R I S E R S ( 6 2 7 / 3 2 " ) 1 2 3 4 5 6 7 8 9 10 11 UP 18 RI S E R S ( 6 2 7 / 3 2 " ) SOUTH BUILDING PROPOSED 13 UNITS ZONED R2- RESIDENTIAL LOT 1 TRANQUIL VALE SUBDIVISION ZONED R- RESIDENTIAL LOT 2 TRANQUIL VALE SUBDIVISION ZONED R- RESIDENTIAL LOT 3 TRANQUIL VALE SUBDIVISION ZONED R- RESIDENTIAL LOT 4 TRANQUIL VALE SUBDIVISION ZONED A- ACCOMMODATIONS PARCEL No. 2531305931 S 89°06'39" E 137.09' (S89°07'E 137.01') N 89°21'20" W 104.94' (N89°07'W 105.00') N 51 ° 0 9 ' 2 9 " E 1 5 9 . 3 9 ' (S 5 1 ° 1 5 ' 2 0 " W 1 5 9 . 4 9 ' ) N 5 1 ° 2 1 ' 3 4 " W 1 5 9 . 8 5 ' (S 5 1 ° 1 4 ' 4 0 " E 1 6 0 . 0 0 ' ) N 5 1 ° 2 0 ' 0 1 " W 1 7 8 . 1 3 ' (S 5 1 ° 1 4 ' 4 0 " E 1 7 7 . 9 0 ' ) N 89°16'30" W 32.85' (N89°07'W 32.81') 1 7 0 . 8 8 ''''''''''''''''''''''''''''''''''''''''' C H = N 2 5 ° 2 3 ' 5 4 " EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE R = 2 8 1 5 . 0 0 ''''''''''''''''''''''''''''''''''''''''' L = 1 7 0 . 9 1 ''''''''''''''''''''''''''''''''''''''''' D = 3 ° 2 8 ' 4 3 """"""""""""""""""""""""""""""""""""""""" 1 6 5 . 0 5 ''''''''''''''''''''''''''''''''''''''''' C H = N 2 1 ° 5 9 ' 1 9 " EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE R = 2 8 1 5 . 0 0 ''''''''''''''''''''''''''''''''''''''''' L = 1 6 5 . 0 7 ''''''''''''''''''''''''''''''''''''''''' D = 3 ° 2 1 ' 3 6 """"""""""""""""""""""""""""""""""""""""" FF= 5020.70 FF= 5021.70 FF= 5020.70 FF= 5019.70 FF = 5 0 2 4 . 5 0 FF= 5019.70 FF = 5 0 2 2 . 5 0 FF = 5 0 2 3 . 5 0 FF = 5 0 2 1 . 5 0 C O N C R E T E P A T I O F F = 5 0 2 1 . 5 0 C O N C R E T E P A T I O C O N C R E T E P A T I O C O N C R E T E P A T I O C O N C R E T E P A T I O CONCRETE PATIO CONCRETE PATIO CONCRETE ENTRY CONCRETE ENTRY C O C O CO CO CO T T 1 2 3 AA AA AA H-2 PANEL 'H' SERVICE ENTRANCE NORTH BUILDING SERVICE ENTRANCE SOUTH BUILDING PANEL 'H' PANEL 'M' DD DD DD DD DD DD DD DD DD SIGN S M-6 (#10) H-2 H-2 2 6 H-2 H-2 H-2 H-2 H-2 H-2 H-2 H-2 WP FF H-2 FF H-2 BB H-2 BB H-2 H-9 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View - Maintenance Building 1551 S. St. Vrain Ave Estes Park CO 80517 CONSTRUCTION/ A R C H I T E C T U R E P. C. 05/08/2020 PERMIT Electrical Site Plan E0.2 SCALE:N A E0.2 ELECTRICAL SITE PLAN 1" = 20'-0" WORK NOTES:# 1.PROPOSED LOCATION OF PAD MOUNTED UTILITY TRANSFORMER. PROVIDE AND INSTALL CONCRETE PAD, CONDUIT, PULL STRINGS, ETC. PER UTILITY STANDARDS. 2.PRIMARY TRANSFORMER FEEDERS BY UTILITY. 3.ROUTE TRANSFORMER SECONDARY FEEDERS TO SERVICE ENTRANCE EQUIPMENT. RE: ONE-LINE ON SHEETS E1.1 AND E3.1 FOR ADDITIONAL INFORMATION. 4.ROUTE (2) 2" CONDUITS WITH PULL STRINGS FROM UTILITY TELEPHONE PEDESTAL EXTERIOR PULLBOX ADJACENT TO ELECTRICAL SERVICE FOR DATA, TELEPHONE, AND CAT4 SERVICES. 5.ROUTE EXTERIOR LIGHTING CIRCUITING THROUGH BUILDING LIGHTING SYSTEM CONTROLS. REFER TO CONTROL DETAIL. 6.ROUTE (2 #8, #10 CU GRD) 1.5"C ENTIRE LENGTH OF CIRCUIT. FINISH GRADE 2- 0 ' ' RE : S T R U C T U R A L D R A W I N G S 12 ' - 0 " LIGHT FIXTURE(S) - PER PLANS/SCHEDULE ANCHOR BASE POLE - PER PLANS/SCHEDULE REINFORCED HANDHOLE W/GROUNDING PROVISION GROUND LUG TWO-PIECE FULL BASE COVER BASE PLATE AND ANCHOR BOLTS BY POLE MANUFACTURER CONCRETE POLE BASE. REFERENCE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL REQUIREMENTS. SHOWN HERE FOR ELECTRICAL AND GENERAL ARRANGEMENT INFORMATION ONLY LINE VOLTAGE RACEWAY LOW-VOLTAGE RACEWAY (WHERE APPLICABLE) 20'-0" #4 CU BARE COPPER PANCAKE COIL 14 ' - 0 ' ' SCALE: B E0.2 POLE BASE DETAIL NO SCALE TIES AT 1'-0" #3 REBAR WITH ANCHOR BOLTS BY 12" 3" 24" FINISHED GRADE BY GENERAL CONTRACTOR CONCRETE BASE CONDUIT 30" BFG, MIN. SCALE: C E0.2 BOLLARD LUMINAIRE DETAIL NOT TO SCALE LUMINAIRE MANUF. 05/13/2020 07/09/2020 3 2 1 C B A D PANEL 'M' 36" S M 36" D D D D BB BB M-4a M-4bM-4b M-4b M-4b M-2 M-2 M-3 M-1 M-(14,16) D D M-4b M-4b M-4a D EWH 3 EWH 2 S M M-18 J M-4 S b S a TC TIME CLOCK 'TC-1' J M-2 1 E2.0 MAINTENANCE BUILDING SCALE: 4 1/4" = 1'-0" NBIKE STORAGE BUILDING E2.0 G2#: 2019099 1039 MAIN STREET UNIT G WINDSOR, CO 80550 (970) 460-7400 G2CE.COM Estes Park, Colorado 80517 1692 Big Thompson Avenue, Suite 100 Sheet No:Sheet Title: Date: Issue:EP Housing Authority Peak View - Maintenance Building 1551 S. St. Vrain Ave Estes Park CO 80517 CONSTRUCTION/ A R C H I T E C T U R E P. C. 05/08/2020 PERMIT ELECTRICAL WORK NOTES: 1.ROUTE CIRCUIT THROUGH TIMECLOCK TC-1. # 05/13/2020