Loading...
HomeMy WebLinkAboutB11-0390 plans approved Photovoltaic SUBMITTAL REVIEW Contractor’s review is for genearl conformance with the Contract Documents. Subcontractor ro Supplier are responsible ofr veriyfing all field dimensions, fabrication and construction means, methods, sequences nad coordinatio niwth affected trades. This reviwe does ont alter s, upersede or erplace the requirements of t hSeubcontract Agreement or Purchase Agreement. This review does not relieve the G.C., Architect, and /or Engineers of their contractual responsibilities. REVIEWED MAKE CORRECTIONS NOTED REVISE AND RESUBMIT REJECTED R. A. NELSON & ASSOCIATES, INC. Reviewed by: _____________________________ Date: ___________________________________ Submittal # ______________________________ John Halloran 09/26/11 S13-6000-003R01 X Distance from upper edge of PV panel to edge of cold roof ridge (2/A620) shall be 22" in order to fit all panels between the snow fence and the cold roof ridge. Schematic of PV layout is shown on the last page of this submittal. Power rail snow load sheet is now included. ERS 09/27/2011 Roof over-build contractor and PV supplier to coordinate as required. TOWN OF VAIL REVIEWED FOR CODE COMPLIANCE Date ________ Martin 11/1/2011 Page 1 of 5 9/14/2011 6RODU ,QVWDOODWLRQ ,QIRUPDWLRQ Vendor: Active Energies Solar LLC PO Box 7627 Avon, CO 81620 (970-306-4233/info@activeenergies.com) Site: ToV Lionshead Transit Welcome Center 395 East Lionshead Circle Vail, CO 81657 All AC wiring to be completed by a Colorado licensed master electrician All DC wiring to be completed by NABCEP certified installer Photovoltaic AC Disconnects located adjacent to the main service panel and meter. Minimum Designed Temperature: -40°F Maximum Ambient Design Temperature: 140°F Panel Arrangement: Not to scale TOWN OF VAIL REVIEWED FOR CODE COMPLIANCE Date ________ Martin 11/1/2011 Page 2 of 5 9/14/2011 &DOFXODWLRQV 5.55kW System Size (STC) 30 Suntech STP 185S-24/Adb+ black solar panels @185watts 30 Enphase M-190 micro-inverters 208v 2 branches of 15/15 units Fixed array tilt angle: 22.6° Array azimuth: 180° (where 180º is south) Estimated annual power production: 7,975kWh Mounting Feet: Zilla Flashing Assembly includes Double Stud Assembly, Flashing, and Base Plate (flashing to be incorporated by project roofer) Mounting Rail: Direct Power and Water s Power Rail P8 -Extrusion Maximum PV System Voltage: 690.7 Voc = 45V/module 45V x 1 module = 45V Temperature correction factor 690.7(A) STC = 25°C, Temperature Coefficient (Voc) = -0.34%/°C (25°C --40°C) = -65°C 45V x (-65°C x (-.34%/°C) x 1 module) + 45V = 55V Temperature correction factor Table 690.7 For -40ºF use 1.25 45V x 1.25 = 56.3V Maximum PV Source Circuit (String) Current: 690.8 (A)(1) Isc = 5.43A 5.43A x 1.25 = 6.8A Maximum PV Output Circuit (Array) Current: 690.8 (A)(2) 6.8A x 1 strings = 6.8A Inverter Output Circuit Current: Current: 690.8 (A)(3) .92A @208V the National Electrical Code: Suggested -E25. pdf version online at: http://www.nmsu.edu/%7Etdi/Photovoltaics/Codes-Stds/PVnecSugPract.html Page 3 of 5 9/14/2011 6\VWHP 5RRI :HLJKW 3HU 6TXDUH )RRW Module: 1 13.7ft2 Weight/Square Foot = 33.1lbs /13.7ft2 = 2.4lbs/ft2 Mounting System: Square Footage = 13.7ft2 X 30panels = 411ft2 Weight/Square Foot = (274.3lbs*) /411ft2/= .67lbs/ft2 *Based off racking for 14 BP170 panels Total: .0.67lbs/ft2 + 2.4lbs/ft2 = 3.07lbs/ft2 Live load: Wind speed: 116 mph, 3 second gust Exposure category: C* Design wind pressure: 50lbs/ft2 50lbs/ft2 x 411ft2 = 20,550lbs Withdrawal capacity P = 1800G3/2D3/4 ** Where P = withdrawal resistance (lb/in of penetration), D = screw shank nominal diameter (in), G = specific gravity of seasoned wood. Douglas fir: G = .41 P = 1800(.41)3/2(.375)3/4 = 226lbs/in Screw length: 3.50 in 3.25 in of thread into deck and truss member 3.25 in/screw x 226 lb/in = 735 lb/screw 735 lb/screw x 2 screw/footing = 1470 lb/footing 1470 lb/footing x 42 footings = 61,740lbs * Exposure C has terrain that is flat and generally open, extending ½ mile or more from the site in any quadrant or having scattered obstructions extending one-half mile or more from the site in any full quadrant. This category includes flat or gently rolling open country and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or channelization, such as ridge tops or draws, shall be considered as Exposure C. 2001 California Building Code, vol.2, chap.16, Structural Engineering Design Provisions, Div.III, Wind Design, p. 38.10. -Hill. Note -lag screw design (loading & capacity) per EOR contract documents. Page 4 of 5 9/14/2011 &RQGXFWRU 6L]LQJ Pass Thru Box to AC Disconnect/Panel (for a 15 panel circuit): Nameplate maximum continuous output current: .92A Maximum Output Power 190 Watts AC 190 W ÷ 208 V = .92A .92A x 5 inverters per phase = 4.6A per phase per branch 4.6A x 1.73 = 8A per leg 8A x 125% = 10A #10 THWN-2 Table 310.16 30A (90ºC column, see note 240.4(D)) Conduit fill adjustment Table 310.15 (B)(2)(a) No Conduit Fill Adjustment Temperature correction factor Table 310.16 No Temperature Correction Overcurrent Protection Device per circuit 2 -15A three pole breakers Per Manufacturer Specification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vW PIEHMRK QERYJEGXYVIV SJ GV]WXEPPMRI WMPMGSR TLSXSZSPXEMG QSHYPIW 9RVMZEPIH QERYJEGXYVMRK GETEGMX] ERH [SVPH GPEWW XIGLRSPSK] 6MKSVSYW UYEPMX] GSRXVSP QIIXMRK XLI LMKLIWX MRXIVREXMSREP WXERHEVHW -73 ERH -73 4PIEWI VIJIV XS 7YRXIGL 7XERHEVH 1SHYPI -RWXEPPEXMSR 1ERYEP JSV HIXEMPW 4PIEWI VIJIV XS 7YRXIGL 4VSHYGX ;EVVERX] JSV HIXEMPW -RHYWXV] PIEHMRK [EVVERX] 8VYWX 7YRXIGL XS (IPMZIV 6IPMEFPI 4IVJSVQERGI 3ZIV 8MQI ]IEV XVERWJIVVEFPI TS[IV SYXTYX [EVVERX] ]IEV ]IEV ]IEV ]IEV &EWIH SR RSQMREP TS[IV ;EVVERXW QSVI TS[IV XLER XLI QEVOIX WXERHEVH SZIV ]IEVW ]IEV QEXIVMEP ERH [SVOQERWLMT [EVVERX] SUNTECH +6.7% 4EXIRXIH WYVJEGI T]VEQMHW IRLERGI WYRPMKLX EFWSVTXMSR XS SXLIV EVIEW SR XLI GIPP WYVJEGI XS FI VIEFWSVFIH 7YRXIGL GIPPW JIEXYVI E FVIEOXLVSYKL TVSGIWW XLEX VITPEGIW XVEHMXMSREP FSVSR HSTMRK [MXL KEPPMYQ HSTMRK HIKVEHEXMSR MW HVEQEXMGEPP] VIHYGIH PIEHMRK XS KVIEXIV TS[IV SYXTYX SZIV XLI IRXMVI QSHYPI PMJIXMQI +VETL MW JSV MPPYWXVEXMSR SRP] ERH HSIW RSX MQTP] ER] KYEVERXII SJ QSHYPI TIVJSVQERGI 4PIEWI GLIGO [EVVERX] JSV HIXEMPW [[[ WYRXIGL TS[IV GSQ `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» QQ MRGLIW2S SJ 'IPPW » (MQIRWMSRW » » QQ » » MRGLIW;IMKLX OKW PFW *VSRX +PEWW QQ MRGLIW XIQTIVIH KPEWW *VEQI %RSHM^IH EPYQMRMYQ EPPS] .YRGXMSR &S\ -4 VEXIH 3YXTYX 'EFPIW , 7 6%(3<71%68 GEFPI QQ MRGLIW W]QQIXVMGEP PIRKXLW QQ MRGLIW ERH QQ MRGLIW , GSRRIGXSVW 1' GSQTEXMFPI4EGOMRK ' 'SRXEMRIV v +4 v +4 4MIGIW TIV TEPPIX 4EPPIXW TIV GSRXEMRIV 4MIGIW TIV GSRXEMRIV (IEPIV MRJSVQEXMSR FS\ 8IQTIVEXYVI 'LEVEGXIVMWXMGW 2SQMREP 3TIVEXMRK 'IPP 8IQTIVEXYVI 23'8 ' ' ' ' 2SXI QQ ?MRGLA 4S[IV ;:SPXEKI : ; Q ; Q ; Q ; Q ; Q Junction box (Back View) Ground holes 2 places Mounting slots places 2-Ø5.1[Ø0.2] 14×9[0.55×0.35] 758[29.8] 808[31.8] Drainage holes (Front View) 1.5 35 11 Section A-A A A Hazardous elect ric ity c an shock , burn or cause deat h. Do not touch termi nals . Mod el Numb er Ra ted Maximum Po wer Ou tp ut Tole ra nc e Cu rr ent at Pma x Volta ge at Pma x Maximum Se rie s Fuse Ra ting Ce ll Tec hn olog y App licat ion Clas s A (P max ) (I mp ) (V mp ) (I sc ) Al l tec hnical data at s tandard tes t c ondi tion AM= 1.5 E=1000W/m2 Tc =25 C us tomer S er vic e Hot Line :+86 400 8888 00 9 Fax : +86 510 8534 3321 Add: 17-6 C hangJ iang South Road, N ew D istri cWt ux i, C hina hina 214028 Manufactured in C hina jkl m abc def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ª \ ª \ ª PFW 2EXYVEP 'SRZIGXMSR § 2S *ERW 3YXHSSV § 2)1% 4IEO MRZIVXIV IJ´GMIRG] ')' [IMKLXIH IJ´GMIRG] 2SQMREP 144 XVEGOMRK 6IGSQQIRHIH MRTYX TS[IV 78'1E\MQYQ MRTYX (' ZSPXEKI 4IEO TS[IV XVEGOMRK ZSPXEKI 1E\ (' WLSVX GMVGYMX GYVVIRX 1E\ MRTYX GYVVIRX ; : : § : % % 1-'63 -2:)68)6 8)',2-'%0 (%8% 'SQQYRMGEXMSR ;EVVERX] 'SQTPMERGI 4S[IVPMRI =IEVW 90 -))) *'' 4EVX 'PEWW & -RTYX (EXE ('3YXTYX (EXE %')J´GMIRG] 1IGLERMGEP (EXE *IEXYVIW ; : : § : % % ' XS ' ' XS ' Q; Q; 1E\MQYQ SYXTYX TS[IV 2SQMREP SYXTYX GYVVIRX 2SQMREP ZSPXEKI VERKI )\XIRHIH ZSPXEKI VERKI 2SQMREP JVIUYIRG] VERKI )\XIRHIH JVIUYIRG] VERKI 4S[IV JEGXSV 1E\MQYQ YRMXW TIV FVERGL ; Q% : : : : : : " ; Q% : : : : : : " 6))RTLEWI )RIVK] -RG : WX 7XVIIX 7YMXI 4IXEPYQE '% IRTLEWIIRIVK] GSQ 4VMRXIH SR TIVGIRX VIG]GPIH TETIV >MPPE *PEWLMRK 'SQTSRIRXW 4VSHYGX 4VSHYGX 2YQFIV (IWGVMTXMSR 1EXIVMEPW 7M^I ;IMKLX 'SPSV 4IV 4EGOEKI (7 >4 8LVIEHIH HSYFPI WXYH FSPX E LMKL XIQTIVEXYVI WMPMGSRI [EWLIV XLEX MW IRGETWYPEXIH MR E GSQTVIWWMSR ^SRI XS QEOIW YT XLI HSYFPI WXYH EWWIQFP] ;MXL RS I\TSWIH TEVXW XS HIKVEHI MX MW HIWMKRIH XS SYXPEWX XLI WSPEV W]WXIQ >MRG TPEXIH WXIIP ERH E LMKL XIQTIVEXYVI WMPMGSRI [EWLIV 8LVIEHW [ \ XEPP \ PF 7MPZIV *PEWLMRK *07, '' 7MXW SR XST SJ XLI FEWI TPEXI ERH MW EXXEGLIH [MXL XLI HSYFPI WXYH EWWIQFP] 'YWXSQ [ \ X PF 'YWXSQ *07, '9 'STTIV PF 'STTIV *07, 77 7XEMRPIWW 7XIIP PF 7MPZIV *07, 77&0/7XEMRPIWW 7XIIP PF &PEGO *07, +7 +EPZERM^IH 7XIIP PF 7MPZIV *07, +7&0/+EPZERM^IH 7XIIP PF &PEGO *07, %0 %PYQMRYQ PF 7MPZIV *07, %0&0/%PYQMRYQ PF &PEGO &EWI 4PEXI &4 %0 &EWI TPEXI MW EXXEGLIH XS XLI VSSJ [MXL PEK FSPXW *PEWLMRK MW EXXEGLIH XS XLI FEWI TPEXI YWMRK XLI HSYFPI WXYH EWWIQFP] %PYQMRYQ [ \ X PF &4 77 7XEMRPIWW 7XIIP PF 7MPZIV &4 +7 +EPZERM^IH 7XIIP PF >MPPE *PEWLMRK %WWIQFP] 4VSHYGX 4VSHYGX 2YQFIV (IWGVMTXMSR 1EXIVMEPW 4IV 4EGOEKI *PEWLMRK &EWI 4PEXI (SYFPI 7XYH *07, '' &4 %0 (7 >4 %PP JSYV TMIGIW SJ XLI >MPPE81 *PEWLMRK %WWIQFP] MRGPYHIW XLI HSYFPI WXYH 7II EFSZI JSV QEXIVMEPW PMWX *07, '9 *07, 77 &4 77 *07, 77&0/*07, +7 &4 +7 (7 77 *07, +7&0/*07, %0 *07, %0&0/(SYFPI 7XYH % *PEWLMRK %WWIQFP] >MPPE *PEWLMRK MW WYTIVMSV XS EPP GSQTEVEFPI TVSHYGXW SR XLI QEVOIX ERH GER FI YWIH [MXL ER] EZEMPEFPI WXERHSJJ ERH SV QSYRXMRK GSQTSRIRXW 8LI PSRKIZMX] SJ XLMW TVSHYGX MW SYXWXERHMRK SYXPEWXMRK XLI VSSJ ERH XLI WSPEV W]WXIQ WMQTP] HYI XS MRRSZEXMZI IRKMRIIVMRK XLEX TVSXIGXW EPP SJ XLI HIKVEHEFPI GSQTSRIRXW 8LI >MPPE *PEWLMRK %WWIQFP] MW WSPH MR E TMIGI GSQTSRIRX WIX 8LMW EWWIQFP] MRGPYHIW HSYFPI WXYH FSPX WMPMGSRI [EWLIV ' 2I\X +IRIVEXMSR )RIVK] 6 %PP VMKLXW VIWIVZIH 2S TSVXMSR SJ XLMW HSGYQIRX QE] FI VITVSHYGIH [MXLSYX XLI [VMXXIR GSRWIRX SJ 2I\X +IRIVEXMSR )RIVK] 6 i z ||e c |c 5.55 kW PV System DN 1.2 1.3 2.2 2.3 2.4 2.5 2.6 2.9 2.11 1.1 C 2.1 2.8 2.10 AA BB A A.5 2.12 2.13 B 1/A124A 1/A124B 1/A124A 1/A124B 17' -0" 10' -0" 10' -0" 10' -0" 10' -0" 9' -8" 8' -6" 11' -8" 15' -0" 14' -0" 14' -2" 14' -2" 144' -2" 28' -8" 13' -0" 9' -6" 22' -6" 2.7 18' -0" 1' -8" 1.4 4 4 4 8 SHEET NOTES: NOTE: REFERENCE SHEETS FOR NAVIGATIONAL USE ONLY. REFER TO A120 SERIES FOR ARCHITECTURAL INFORMATION. 1. TOTAL SQ. FOOTAGE: 2069 SF DS GL BB 2.1 TOTAL SQ. FOOTAGE: 1660 SF DS GL AA 1.4 TOTAL SQ. FOOTAGE: 659 SF DS GL BB 2.5 TOTAL SQ. FOOTAGE: 415 SF DS GL 1.1 B TOTAL SQ. FOOTAGE: 414 SF DS GL 1.1 C TOTAL SQ. FOOTAGE: 276 SF DS GL 1.3 C TOTAL SQ. FOOTAGE: 340 SF DS AA.5 2.11 TOTAL SQ. FOOTAGE: 812 SF DS AA 2.12 8 OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE 4/25/2011 10:56:43 AM 395 East Lionshead Circle Vail, Colorado 81657 A104 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1390 ELKHORN DRIVE VAIL, CO 81632 ALPINE ENGINEERING 34510 U.S. 6 UNIT-A9 DENVER, CO CIVIL ENGINEERING BUILDING ROOF PLAN21064.20 PEAK LAND CONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 SURVEYOR MARTIN/MARTIN, INC. 12499 WEST COLFAX AVE. LAKEWOOD CO. 80215 STRUCTURAL ENGINEER BEAUDIN GANZE CONSULTING ENGINEERS, INC. 222 CHAPEL PLACE UNIT AC-201 AVON, CO 81620 MEP ENGINEER MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.479.2158 970.926.3373 t: 970.476.8644 t: 303.431.6100 t: 970.949.6108 t: 970.389.3583 LIONSHEAD TRANSIT WELCOME CENTER SCALE: 1/8" = 1'-0" 1ROOF 4 SCALE: 3/64" = 1'-0" 2DOWNSPOUT LEGEND DOWNSPOUT SCHEDULE SMACNA DOWNSPOUT Area Design Area Factor Design Area 10 yr Drainage Factor 10 yr Downspout Area 100 yr Drainage Factor 100 yr Downspout Area 10 yr Plain Round Downspout size 100 yr Plain Round Downspout size 10 yr Rainfall Factor 10 yr Rain Volume 1HR 100 yr Rainfall Factor 100 yr Rainfall Volume 1HR IPC Table 1106.2 Value (inches) Designed Downspout Size DS GL BB 2.1 2069 SF 1.05 2172 SF 210 SF 11 130 SF 17 4 5 0' -5 179/256" 1031.76 CF 0' -9 13/128" 1647.71 CF 3 0' -6" DS GL AA 1.4 1660 SF 1.05 1743 SF 210 SF 9 130 SF 14 4 5 0' -5 179/256" 827.95 CF 0' -9 13/128" 1322.22 CF 3 0' -6" DS GL BB 2.5 659 SF 1.05 691 SF 210 SF 4 130 SF 6 3 3 0' -5 179/256" 328.39 CF 0' -9 13/128" 524.44 CF 2 0' -6" DS GL 1.1 B 415 SF 1.05 436 SF 210 SF 3 130 SF 4 3 3 0' -5 179/256" 206.96 CF 0' -9 13/128" 330.52 CF 2 0' -4" DS GL 1.1 C 414 SF 1.05 434 SF 210 SF 3 130 SF 4 3 3 0' -5 179/256" 206.29 CF 0' -9 13/128" 329.44 CF 2 0' -4" DS GL 1.3 C 276 SF 1.05 290 SF 210 SF 2 130 SF 3 3 3 0' -5 179/256" 137.66 CF 0' -9 13/128" 219.84 CF 2 0' -4" DS AA.5 2.11 340 SF 1.05 357 SF 210 SF 2 130 SF 3 3 3 0' -5 179/256" 169.43 CF 0' -9 13/128" 270.58 CF 2 0' -4" DS AA 2.12 812 SF 1.05 853 SF 210 SF 5 130 SF 7 3 3 0' -5 179/256" 404.90 CF 0' -9 13/128" 646.63 CF 2 0' -4" NOTES: 1. SMACNA RAIN DATA BASED ON DENVER COLORADO. PER IPC FIGURE 1106.1 THE RAINFALL IN DENER IS HIGHER THAN THAT OF VAIL COLORADO. 2. PROVIDE DESIGNED DOWNSPOUT SIZE AS MINIMUJM DIAMETER FOR DOWNSPOUTS. CALCULATED VALUES ARE PROVIDED AS VERIFICATION OF SIZE OF DOWNSPOUTS. 3. REFER TO ROOF DETAILS FOR GUTTER DESIGN. 4. REFER TO MECHANICAL SHEETS FOR INTERNAL ROOF AND PATIO DRAINS. 5. REFER TO CIVIL FOR STORMWATER DRAINAGE SYSTEM. 7 1 Proposal Package A,B, & C 01 JAN 2011 2 CONSTRUCTION 04 FEB 2011 4 ADDENDUM 2 02 MAR 2011 7 B.D. RESPONSES 11 APR 2011 8 CCD002 25 APR 2011 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 X X X X X X X X X X X X Red line indicates mountain rail Outline of panels X = Rack Attachment Point 48" max span between attachment point 18" max cantilever at last attachment point