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13-020 resolarcitytesla212bridgest_ jb_0102782_00_a_acad_b_01.pdf INDEX ABBREVIATIONS ELECTRICAL NOTES VICINITY MAP JURISDICTION NOTES REV BY DATE COMMENTS REV A JB 12/13/17 Removed 1 mod * * * * * * * * * * * * * * * * LICENSE GENERAL NOTES (E) DRIVEWAY 0 20' 40' Scale:1" = 20'-0' PROPERTY PLAN Front Of House (E) DRIVEWAY B Pitch 6/12 MP2 Scale: 1/8" = 1' SITE PLAN 0 1' 8' 16' LEGEND MP2 26 189 26 189 Comp Shingle 1 Story TOP VIEW OF PARTIAL LENGTH SISTER Scale: 3/4"=1'-0" - U2 D2 D2 x S1 SIDE VIEW OF MP2 NTS X-SPACING PORTRAIT LANDSCAPE STORIES:ROOF AZI X-CANTILEVER Y-SPACING Y-CANTILEVER PITCH ARRAY AZI PITCH NOTES X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. MP2 189 26 189 26 Comp Shingle - Solid Sheathing 11-3/4"x5-3/4" @ 24" OC 1"x6" @24" OC STAGGERED72" 24" 39" 0" 48" 18" 0" 65" RAFTER C.J. B Scale: 1"=1'-0" 2x8 END FASTENER GROUPINGD2 Scale: 1 1/2" = 1' STANDOFFS1 LICENSEMODULE SPECS INV 1 INVERTER SPECSGENERAL NOTESMAIN PANEL SPECSGROUND SPECS INV 2 INV 3 AC DC N A B GEC EGC/GEC GND GND B V 240 L2 L1 N EGC/ GEC GND N Inverter 1 DC+ EGC DCA EGC DCDC+ MP 2: 1x11 GndABPOI 1 Voc* = VDC Isc = ADC Vmp = VDC Imp= ADC1 2 Voc* = VDC Isc = ADC Vmp = VDC Imp= ADC2 3 Vmp = VAC Imp= AAC3 A CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 20 Rockland Heights OPERATING VOLTAGE = 240V JB-0102782-00 LB-130089-10X Per Code: NEC 690.31.G.3 Label Location: (C)(CB)(JB) LB-050081-10X Per Code: NEC 690.14.C.2 Label Location: (DC) (INV) LB-030042-10X Per Code: NEC 690.53 Label Location: (DC) (INV) LB-070004-10X Per Code: NEC 690.5(C) Label Location: (DC) (INV) LB-010001-10X Per Code: NEC 690.17(4) Label Location: (DC) (CB) LB-050082-10X Per Code: NEC 690.14.C.2 Label Location: (AC) (POI) LB-040007-10X Per Code: NEC 690.54 Label Location: (AC) (POI) LB-070005-10X Per Code: NEC 690.17.E Label Location: (AC)(POI) LB_040108_10X Per Code: CEC 690.56(C) Label Location: (INV) LB-070039-10X Per Code: NEC 690.64.B.7 Label Location: (POI) LB-040008-10X Per Code: NEC 690.64.B.4 Label Location: (D) (POI) LB-040009-10X Per Code: NEC 690.64.B.4 Label Location: (POI) LB-060046-10X Per Code: NEC 690.17.4; NEC 690.54 Label Location: (POI) LB-070016-10X Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED Label Location: (DC) (INV) (POI): Point of Interconnection (M): Utility Meter (LC): Load Center (INV): Inverter With Integrated DC Disconnect (IC): Interior Run Conduit (DC): DC Disconnect (D): Distribution Panel (CB): Combiner Box (C): Conduit (AC): AC Disconnect Label Set ✁✂✄✁☎✆✝✞✁✟✠✡☛☞✌✍✎✏✑✒✓✔✕✓✖✒✗✠✘✒✙✚✛✕✓✛✗✜✢✖✣✤✓✥✔✖✣✤✓✠ ✦✛✕✧☞✒★✗✓✩✗✪✓✛✫✫✛✓✖✒✗✠✬✛✪✓✘✒✗✗✔✕✓✥✖✓✤✏✭✘✒✗✗✔✕✓✒✑✪✠✘✒✙✚✫✖✛✗✓✥✖✓✤✡☛✘✮✯✰✍✛✑✓✖✕✫✔✱✲✯✳✰✮✠✏✢✘✘✒✙✙★✗✖✕✛✓✖✒✗✴☞✒✜✔✫✦✵ ✵✶✱✯✯✰✶✰✒✗✫✷✸ ✥✥✥✳✜✔✫✓✛✶✛✙✔✑✖✕✛✪✳✕✒✙✹✔✫✓✛✺✪✦✛✚✖✜✵✤★✓✜✒✥✗✹✔✻✖✕✔✪✚✑✒✻✖✜✔✛✗✛★✓✒✙✛✓✖✕✜✖✪✕✒✗✗✔✕ ✓✒✼✱✯✯✭✹✘✑✔✪✖✜✔✗✓✖✛✫✒✑✪✙✛✫✫✕✒✙✙✔✑✖✕✖✛✫✏✭✛✑✑✛✷✪✷✪✓✔✙✽✼★✫✫✷✕✒✙✚✫✖✛✗✓✥✖✓✤✓✤✔✦✛✚✖✜✵✤★✓✜✒✥✗✑✔✾★✖✑✔✙✔✗✓✪✒✼✡☛✘✮✯✰✍✛✑✓✖✕✫✔✱✲✯✳✰✮✳✩✓✖✪✕✒✙ ✚✛✓✖✿✫✔✥✖✓✤✹✔✫✓✛✺✪ ✪✖✗✣✫✔✶✚✤✛✪✔✑✔✪✖✜✔✗✓✖✛✫✖✗✻✔✑✓✔✑✪✳ ❀❁ ❂❃❄❅❂ ❆❇❈❉❁❂❅❊❅❂❆❋❅●❄❍■❏❑▲▼◆❖▼p❏◗❘ ◆❙❙❚❯❱❱❲❚❲ ◆❙❙❚❯❱❱❳❚❨ ❩❬❭❪❫❴❵❛❜❝❞❡❢❛❬❣❜ ❤✐✐❞❥❦ ❤✐✐❞❥❦ ❩❬❭❪❧♠❝♥❜♦❡♣♠❛❦♦✉♠❛ ✈ ✇ ①❬❛❜②♠❛❦♠♦♦❜❛③❜♦❫❛♦❣ ④✐⑤ ✈✐⑤ ⑥♠❵❜①❬❛❣ ❧⑦⑤ ✈⑧⑤ ⑨▲▼❑▲▼◆❖▼p❏◗❘❩❬❭❪❧♠❝♥❜♦ ❡♣⑩♠❛♠❛❦♦✉♠❛ ✈ ④ ①❬❛❜②⑩♠❛♠❛❦♠♦♦❜❛③❜♦❦♦✉♠❛ ④✐⑤ ④✐⑤ ❩❬❭❝♠❝❦♠♦♦❜❛❦❡❛♦❡❢❢❜②❦❡②♠✉❛❡♦ ④⑧⑤ ④⑧⑤ ⑩♠❛♠❛❶❜♦❝❬❢❷♦❜❫❸❜ ✈✐⑤❷❹ ✈④❺❤⑤❷❹ ⑩♠❛♠❛❦❡②♠❛❫❸❜ ❧⑦⑤ ❻⑦✇❼❽❛❾❡❿❡❢❜❵➀ ❦❡❛♦❡❢❫❣❬❢❩❜❛❿❡② ③➁❦❫❣❬❢ ⑧❞❫❣❬❢❷♦❜ ⑧❞❫❣❬❢❷♦❜❞❡❢❛❬❣❜①❬❛❣ ❧⑦⑤ ❤✐✐❞ ⑧❞❫❣❬❢❷♦❜❫❸❜①❬❣❜ ❧⑦⑤ ④✇❺✈✇⑤❷❹ ➂➃❏➃➄❖➅➆❖▼❖➇✉❢❡❵♠♦❜❫❸❜✉❿❜❵➁❭❷❭❥❽❝❝➀➈❪➉➈❭⑧❪➊✈❭④❪✐➊❽④✐✐❭✈⑧✐❭⑧❻➀✈④❪✇✇❭✈✐❪✐✇❭④❪✈❤❽❻✈❤❭④⑧⑧❭⑧⑧➀❷❜❣❿❛④❪➉❤ ❢♥❵❽✈❪❻➋❣➀❤❪❤❢♥❵❽❻❪✐➋❣➀♠❛❦❡❜✉❛❡♦❵❩❦❺✇③❞❦❡❜✉❛❡♦❡♦⑤❝❿❜❡❢➌✇③❞❦❡❜✉❛❡♦❩❦❺✇③❞❦❡❜✉❛❡♦❡♦⑤❝❿❜❡❢➌✇③❞❦❡❜✉❛❡♦⑩♠❛♠❛❦❡❜✉❛❡♦❵❩❦❺✇③❞❦❡❜✉❛❡♦❡♦⑤❝❿❜❡❢➌✇③❞❦❡❜✉❛❡♦❫✉♦❜❾❶❜♦❝❬❢➍❢❡✉➋❵⑩❜♦❬❛❣❶❜❝ ❜♦❬❛♠♦❜❺✇ ✐➎✈⑧➉➏⑥❽❺✇ ✐➎➈✐➏❦➀ ❺✇ ✐➎✈⑧➉➏⑥❽❺✇✐➎➈✐➏❦➀ ❫❛❡♦❬❣❜❶❜❝❜♦❬❛♠♦❜ ❺✇ ✐➎✈➉⑧➏⑥❽❺✇ ✐➎➉⑧➏❦➀ ❺✇ ✐➎✈➉⑧➏⑥❽❺✇✐➎➉⑧➏❦➀ ➌♠❝②❛❴ ✐➎✈✐✐➐ ✐➎✈✐✐➐ ❩❬❭❪⑩❜♦❬❛❣⑤❢❛❛♠②❜ ④✐✐✐❝❬♥❡➑❜❵❜❬❢❜➑❜❢ ④✐✐✐❝❬♥❡➑❜❵❜❬❢❜➑❜❢ ❷❬♦♦❬❛❴ ✈✐➒❜❬♦❵ ✈✐➒❜❬♦❵ ❙▼❖❏➓❖➄➓➔→➣❑➅p❖❏↔➃➇✉❢❡❵♠♦❜③♦❡❛❜✉❛❡①❬❛❣ ❧➇❩⑤✇↕ ❧➇❩⑤✇↕ ❫❬♣❜❛❴ ➙➁✈➈✇✈➛❦❫⑤④④❪④✈✐➈❺✈ ➙➁✈➈✇✈➛❦❫⑤④④❪④✈✐➈❺✈ ❧➇❦❦❡②❜ ❧➇❦④✐✈✇⑤♦❛✉❢❜❤➊✐❪✈④ ❧➇❦④✐✈✇⑤♦❛✉❢❜❤➊✐❪✈④ 3URGXFWVSHFL¿FDWL RQVVXEMHFWWRFKDQJHZLWKRXWQRWLFH ➜➝➞➟➠➡➢➢➤➥➦➦➧➤➨➩➝➫➫➟➭➯➲➝➫➳➲➵➸➺➵➻➼ 5HY208 V / 31.7 A @ 240 V Nominal Frequency Frequency Range Adjustable Frequency Range Night Consumption Total Harmonic Distortion @ Nominal Power Power Factor @ Nominal Power Adjustable Power Factor Range Acourtic Noise Emission GENERAL SPECIFICATION Max. Efficiency CEC Efficiency Operating Temperature Range Storage Temperature Range Humidity Max. Operating Altitude MECHANICAL DESIGN Size L x W x D inches (L x W x D mm) Weight Cooling AC Connectors Compatible Wiring Guage in AC DC Connectors Compatible Wiring Guage in DC Communication Interface Display Enclosure Material STANDARDS / DIRECTIVES Enclosure Protection Rating Safety SW Approval Ground-Fault Protection Anti-Islanding Protection EMC AFCI PV Rapid Shutdown Integrated Meter Regulation of Grid Support WARRANTY Standard Warranty Delta Products Corporation, Inc. 46101 Fremont Blvd, Fremont, CA 94538 Sales Email: inverter.sales@deltaww.com Support Email: inverter.support@deltaww.com Sales Hotline: +1-877-440-5851 or +1-626-369-8021 Support Hotline: +1-877-442-4832 Support (Intl.): +1-626-369-8019 Monday to Friday from 7 am to 5 pm PST (apart from Holidays) 20.0 A per MPP tracker -40 ~ 185°F (-40 ~ 85°C) 97.5% @ 208V / 97.5% @ 240V -13 ~ 158°F (-25~70°C) | derating above 122°F (50°C) Delta Solar Inverters Datasheet for SolarCity 200 - 500 V Internal 183 ~ 228 V @ 208 V / 211 ~ 264 V @ 240 V 25.0 A per MPP tracker 1 2 2 4 1.5 600 V 380 V 85 ~ 550 V Diecast Aluminum 4 pairs of spring terminals in connection box 0 ~ 100% 19.5 x 15.8 x 8.5 in (495 x 401 x 216 mm) 43.0 lbs (19.5 kg) 26.8 x 15.8 x 8.5 in (680 x 401 x 216 mm) Natural Convection 2 pairs of spring terminals in connection box ZigBee 65.0 lbs (29.5 kg) 3 LEDs, 4-Line LCD AWG 12 ~ AWG 6 Copper ( According to NEC 310.15 ) AWG 12 ~ AWG 6 Copper (According to NEC 690.8 ) 2000m above sea level Spring terminals in connection box 60 Hz 59.3 ~ 60.5 Hz < 1.5 W < 3% 98% > 0.99 57.0 ~ 63.0 Hz 0.85i ~ 0.85c <50 db(A) @ Im FCC part 15 Class B 10 years NEMA 4X, IEC 60068-2-11 Salt mist UL 1741 Second Edition, CSA C22.2 No.107.1-01 UL 1998 NEC 690.35, UL 1741 CRD IEEE 1547, IEEE 1547.1 ANSI C12.1 (meet % Accuracy) UL 1699B (Type 1), NEC 690.11 California Rule 21, HECO Compliant, IEEE1547 UL 1741 CRD PVRSS, NEC 690.12 (with SMART RSS) ✁✂✄☎✆✝ ✞✟ ✠✡☛☎✆✠✄✡✆☛ ✝☞✠✌☛✠✌✡✍ ✠✎✏☞✠✄ ✄✑✌☞☞✌✡☛✍✒ ✍✓✠✏✔✆✕✌☞✆☞✌✒✆✞☛✂☛✄✏☞✆☎✞✝☛✄✆☞✄✠☞✖✂✝✠ ✄✗✓✠✏✔ ✆✕✌☞✘✄✄ ✆✕✠✑✌☞☞✌✡☛✍✂✄✝ ✆✡☛✌✂✡✠☎✂✡☛✁✠✑☞✂☛☛✠✡✏☞✆☎✞✝☛✑✌☞☞✌✡☛ ✍✙✆☞ HDFKSURGXFW7KHHQGXVHUGRFXPHQWDWLRQVKLSSHGZLWK=HS6RODU¶VSURGXFWVFRQVWLWXWHVWKH VROHVSHFL¿FDWLRQVUHIHUUHGWRLQWKHSURGXFWZDUUDQW\7KHFXVWRPHULVVROHO\ UHVSRQVLEOHIRUYHULI\LQJWKHVXLWDELOLW\RI=HS6RODU¶VSURGXFWVIRUHDFKXVH6SHFL¿FDWLRQVDUHVXEMHFWWRFKDQJHZLWK RXWQRWLFH3DWHQWVDQG$SSV]VSDWVFRP ✚✆✝ ✞✟✠✡☛✛✜✢ ✢✣✤✜✥✢✣✢✢✤✦✠✖✧ ✚✌☛✠✕✌✄☛ ✠✎✏✆☞☛✠ ☎★✩✌ ✍✪✫✬✪✢✤✭✫★✮✤✯✩ ✰✱✲✳✴✵✶✷✸✹✴✺ ✻✼✽✾✿❀✼❁✼❂❃❄❅❆❇❈✾❉❈❊❋✼●❍❈❆❂❆❊■ for composition shingle roofs ❏❑▲▼◆❖p◗❖❘❙❚❯❱✺✴❲❳ ❨❩❳❬✳✴✵❲❨❩✴❳❭✴✷✹✴✺✲✴✳❩❨❩✴❳✳❪❩❳❬✵✱✷✴✴❭✳❚❫✴✷❴✳❵❩❨❪✶✵✵❛✱✲❜✴✺✲✶❨❩❝✵✱❞✴❡❲✵✱✳❚❢❲❨✴❝✴❳❡❩❳❬❣ ❤✐✵❩✳❨✱❡❪✶✷❡❵✶✷✱✹✷✱✶❨✱✳✳❨✷❲✹❨❲✷✶✵✶❳❡✱✵✱✹❨✷❩✹✶✵❝✴❳❡ ❚❛❥❜✴✺✲❪✶✳✶❣❤❦❧♠♥❜✵✶✳✳♦❢♣❩✷✱✶❨❩❳❬❵❪✱❳❩❳✳❨✶✵✵✱❡❲✳❩❳❬✺✴❡❲✵✱✳❭✷✴ ✺ DQ\PDQXIDFWXUHUFHUWL¿HGDV³7\SH´RU³7\SH´ 6SHFL¿FDWLRQV ❚✱✳❩❬❳✱❡❭✴✷✲❩❨✹❪✱❡✷✴✴❭✳❚❳✳❨✶✵✵✳❩❳✲✴✷❨✷✶❩❨✶❳❡✵✶❳❡✳✹✶✲✱✴✷❩✱❳❨✶❨❩✴❳✳❚❛❥❜✴✺✲✳❲✲✲✴✷❨✳✺✴❡❲✵✱❵❩❳❡❲✲✵❩❭❨✶❳❡✳❳✴❵✵✴✶❡✲✷✱✳✳❲✷✱✳❨✴✉♠✲✳❭✲✱✷❣❤✈❧♠ ♥❚❫❩❳❡❨❲❳❳✱✵✷✱✲✴✷❨❨✴❢❥❜✇❧✐♠✉✶❳❡❧✐❦♠✳❨✶❳❡✶✷❡✳❚❛❥❜✴✺✲❬✷✴❲❳❡❩❳❬✲✷✴❡❲✹❨✳✶✷✱❣❤✵❩✳❨✱❡❨✴❣❤✈❧♠♥✶❳❡❣❤①②❧❚❛❥❜✴✺✲❝✴❳❡❩❳❬✲✷✴❡❲✹❨✳✶✷✱❣❤✵❩✳❨✱❡❨✴❣❤✈❧♠♥❚✇❳❬❩❳✱✱✷✱❡❭✴✷✳✲✶❳✳❲✲❨✴❧✈♣✶❳❡✹✶❳❨❩✵✱③✱✷✳❲✲❨✴✈①♣❚❛✱✲❵❩✷✱✺✶❳✶❬✱✺✱ ❳❨✲✷✴❡❲✹❨✳✵❩✳❨✱❡❨✴❣❤❦✉②✉❭✴✷❵❩✷✱✲✴✳❩❨❩✴❳❩❳❬❡✱③❩✹✱✳❚❢❨❨✶✹❪✺✱❳❨✺✱❨❪✴❡❣❤✵❩✳❨✱❡❨✴❣❤✈✉④✈❭✴✷❫❩❳❡✷❩③✱❳✶❩❳ ⑤⑥⑦ ⑧⑨ ⑩❶❷❸❹❺ ❺❻❼❹❽ ❺❻❺❺❼❾ ⑩❿➀ ⑤➁❷ ⑩➂➁➃❷ ⑩➄➅⑥➆❷⑩ ➇➈➉➁ ➊➋➌➍➋❺❼➎➌➈➏❼➐➉ ➑➒➓➃➇⑥⑦ ⑧⑨ ⑩❶❷➇⑥⑩➃❶⑥❷⑦➆⑩➁❷⑩ ➁❶➊⑩➄➅➆⑩➃ ➃➔ ➁➆➆➁❶❷➊→ ➊➣⑩➅↔⑥➂ ➁➆⑥➆➁→⑥⑧❷➓❷➃➅➆⑥➇⑧⑦❷➃ ⑥➆➃⑩➆❿➓⑦⑩ ➃↕➣⑩➅↔⑥➂ ➁➆➙➃➃⑥➂⑩➔➁➆➆ ➁❶❷➊➓➃⑦ ⑥❶❷➁➓❶⑩➇➓❶❷➒⑩➔➆➓❷❷ ⑩❶➅➆⑥➇⑧⑦❷➔➁➆➆ ➁❶❷ ➊➛ ⑥➆ HDFKSURGXFW7KHHQGXVHUGRFXPHQWDWLRQVKLSSHGZLWK=HS6RODU¶ VSURGXFWVFRQVWLWXWHVWKHVROHVSHFL¿FDWLRQVUHIHUUHGWRLQWKHSURGXFWZDUUDQW\7KHFXVWRPHULVVROHO\ UHVSRQVLEOHIRUYHULI\LQJWKHVXLWDELOLW\RI=HS6RODU¶VSURGXFWVIRUHDFKXVH6SHFL¿FDWLRQV DUHVXEMHFWWRFKDQJHZLWKRXWQRWLFH3DWHQWVDQG$SSV]VSDWVFRP 1H[W/HYHO390RXQWLQJ7HFKQRORJ\ ]HSVRODUFRP ➜➝➞➟➝➠➡➠➢➤ ➥➝➦➠➢➧➠➨➩➫➝➭➯ Part No. 850-1633 Listed to UL 2703 and UL 2582 &DSWXUHG:DVKHU/DJ Part No. 850-1631-001 850-1631-003 )ODVKLQJ$FFHVVRU\ Part No. 850-1634 Listed to UL 2703 and UL 2582 $UUD\6NLUW Part No. 850-1608 or 500-0113 Listed to UL 2703 ➲➳➧➟ Part No. 850-1606 or 850-1421 Listed to UL 2703 (QG&DS Part No. (L) 850-1586 or 850-1460 (R) 850-1588 or 850-1467 ➵➜➸➧➳➡➜➫➧➟ Part No. 850-1509 Listed to UL 1565 *URXQG=HS9 Part No. 850-1511 Listed to UL 467 and UL 2703 ➺➠➢➡➳➫➝➭➯ Part No. 850-1388 or 850-1613 Listed to UL 2703 /HYHOLQJ)RRW Part No. 850-1397 Listed to UL 2703 Q.PEAK-G4.1 / SC 295-305 1 APT test conditions: Cells at -1500 V against grounded, with conductive metal foil covered module surface, 25 °C, 168 h 2 See data sheet on rear for further information. 1!.45-5,42!3/,!2-/$5,% !.4)0)$4%#(./,/'9 !04 (/4 30/402/4%#4 (30 42!#%!",%15!,)49 42!1 9)%,$3%#52)49 MODULESTESTED "ESTPOLYCRYSTALLINE SOLARMODULE 102/ ' MOD:27898 photon.info/laboratory The new high-performance module Q.PEAK-G4.1 / SC is the ideal solution for all applications thanks to its innovative cell technology Q.ANTUM ULTRA and a black Zep CompatibleTM frame design for improved aesthetics, easy installation and increased safety. The world-record cell design was developed to achieve the best performance under real conditions – even with low radiation intensity and on clear, hot summer days. LOW ELECTRICITY GENERATION COSTS Higher yield per surface area and lower BOS costs thanks to higher power classes and an efﬁciency rate of up to 18.6 %. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields, whatever the weather with excellent low-light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti-PID Technology1, Hot-Spot-Protect and Traceable Quality Tra.Q™. A RELIABLE INVESTMENT Inclusive 12-year product warranty and 25-year linear performance guarantee2. THE IDEAL SOLUTION FOR: Rooftop arrays on residential buildings UL 1703; CE-compliant; IEC 61215 (Ed.2); IEC 61730 (Ed.1) application class A At least 98 % of nominal power during first year. Thereafter max. 0.6 % degradation per year. At least 92.6 % of nominal power up to 10 years. At least 83.6 % of nominal power up to 25 years. All data within measurement tolerances. Full warranties in accordance with the warranty terms of the Q CELLS sales organization of your respective country. Typical module performance under low irradiance conditions in comparison to STC conditions (25 °C, 1000 W/m2). Hanwha Q CELLS America Inc. 300 Spectrum Center Drive, Suite 1250, Irvine, CA 92618, USA | TEL +1 949 748 59 96 | EMAIL inquiry@us.q-cells.com | WEB www.q-cells.us Specifications subject to technical changes © Hanwha Q CELLS Q.PEAK-G4.1_SC_295-305_2016-08_Rev01_NA MECHANICAL SPECIFICATION Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE IRRADIANCE [W/m²] RELATIVE EFFICIENCY [%] Format 65.7 in × 39.4 in × 1.57 in (including frame) (1670 mm × 1000 mm × 40 mm) Weight 44.09 lbs (20.0 kg) Front Cover 0.13 in (3.2 mm) thermally pre-stressed glass with anti-reﬂection technology Back Cover Composite ﬁlm Frame Black anodized aluminum Cell 6 ×10 monocrystalline Q.ANTUM ULTRA solar cells Junction box 2.60-3.03 in × 4.37-3.54 in × 0.59-0.75 in (66-77 mm × 111-90 mm × 15-19 mm), Protection class IP67, with bypass diodes Cable 4 mm² Solar cable; (+) 47.24 in (1200 mm), (-) 47.24 in (1200 mm) Connector Multi-Contact MC4, IP68 PROPERTIES FOR SYSTEM DESIGN Maximum System Voltage VSYS [V] 1000 (IEC) / 1000 (UL) Safety Class II Maximum Series Fuse Rating [A DC] 20 Fire Rating C (IEC) / TYPE 1 (UL) Design load, push (UL)2 [lbs/ft2] 75 (3600 Pa) Permitted module temperature on continuous duty − 40 °F up to +185 °F (− 40 °C up to +85 °C) Design load, pull (UL)2 [lbs/ft2] 55.6 (2666 Pa) 2 see installation manual QUALIFICATIONS AND CERTIFICATES 0!#+!').').&/2-!4)/. Number of Modules per Pallet 26 Number of Pallets per 53' Container 32 Number of Pallets per 40' Container 26 Pallet Dimensions ( L × W × H ) 68.7 in × 45.3 in × 46.1 in (1745 mm × 1150 mm × 1170 mm) Pallet Weight 1254 lbs (569 kg) NOTE: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. 2%,!4)6%%&&)#)%.#9 #/-0!2%$4/./-).!,0/7%2;= 9%!23 1#%,,3 )NDUSTRYSTANDARDFORTIEREDWARRANTIES )NDUSTRYSTANDARDFORLINEARWARRANTIES 3TANDARDTERMSOFGUARANTEEFORTHE06COMPANIES WITHTHEHIGHESTPRODUCTIONCAPACITYINASAT Ȗ [% / K] − 0.39 Normal Operating Cell Temperature NOCT [°F] 113 ± 5.4 (45 ± 3 °C) JB-0102782-00_Calcs_ENP_MA_TBD.pdfENP Version #71.0 - TBD RU RE: CERTIFICATION LETTER Project/Job # 0102782 Project Address: Sims Residence 20 Rockland Heights Northampton, MA 01060 AHJ Northampton SC Office Marlborough Design Criteria: - MP2: 4x6 @ 24'' OC, Roof DL = 9 psf, Roof LL/SL = 28 psf (Non-PV), Roof LL/SL = 28 psf (PV) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22462 < 0.4g and Seismic Design Category (SDC) = B < D To Whom It May Concern, Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer’s specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. December 13, 2017 The PV assembly hardware specifications are contained in the plans/docs submitted for approval. - Applicable Codes = MA Res. Code, 8th Edition / IEBC, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 90 mph, Exposure Category C, Partially/Fully Enclosed Method - Ground Snow Load = 40 psf A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from Tesla. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the alteration to the existing structure by installation of the PV system, with upgrades specified in the plans, meets the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Tesla, Inc. 3055 Clearview Way, San Mateo, CA 94402 p 650 638 1028 f 650 638 1029 Version #71.0 - TBD RU X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP2 72'' 24'' 39'' NA Staggered 35.1% X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP2 48'' 18'' 65'' NA Staggered 39.0% Type Spacing Pitch MP2 Stick Frame 24'' O.C. 26° Member Evaluation Results Member Analysis OK w/ Upgrades as Specified in Plans Hardware - Landscape Modules' Standoff Specifications Qualification Results HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware Portrait Hardware Mounting Plane Framing Hardware - Portrait Modules' Standoff Specifications Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site. The existing gravity and lateral load carrying members were evaluated in accordance with the IEBC and the IBC. Structure Tesla, Inc. 3055 Clearview Way, San Mateo, CA 94402 p 650 638 1028 f 650 638 1029 Overhang 2.16 ft Net W 3.25'' Span 1 11.98 ft Equiv D 5.64'' Number of Spans (w/o Overhang) 1 Span 2 Nominal No Roofing Material Comp Roof Span 3 A (in^2) 18.32 Re-Roof No Span 4 Sx (in.^3) 17.21 Plywood Sheathing No Span 5 Ix (in^4) 48.49 Board Sheathing Solid-Sheathing Total Rake Span 15.73 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.08 ft Wood Species SPF Ceiling Finish 1/2" Gypsum Board PV 1 End 10.17 ft Wood Grade #2 Rafter Slope 26° PV 2 Start Fb (psi) 875 Rafter Spacing 24'' O.C. PV 2 End Fv (psi) 135 Top Lat Bracing Full PV 3 Start E (psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min (psi) 510,000 Roof Pitch 6/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.11 10.0 psf 10.0 psf PV Dead Load PV-DL 3.0 psf x 1.11 3.3 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LL/SL1,2 40.0 psf x 0.7 ǀ x 0.7 28.0 psf 28.0 psf Total Load (Governing LC) TL 38.0 psf 41.4 psf Governing Analysis Max Moment @ Location Capacity DCR Result (+) Bending Stress (psi) 953.9 8.3 ft 1,504.3 63% Pass Member Analysis Results Summary Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2. pf = 0.7 (Ce) (Ct) (Is) pg ; Ce=0.9, Ct=1.1, Is=1.0 Roof System Properties STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Loading Summary STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Properties Summary MP2 Horizontal Member Spans Upgraded Rafter Properties Roofing Material Roof Slope Framing Type / Direction PV System Type Zep System Type Standoff (Attachment Hardware) Spanning Vents Design Code IBC 2009 Wind Design Method Basic Wind Speed V Fig. 6-1 Exposure Category Section 6.5.6.3 Roof Style Fig. 6-11B/C/D-14A/B Mean Roof Height h Section 6.2 Wind Pressure Exposure Kz Table 6-3 Topographic Factor Kzt Section 6.5.7 Wind Directionality Factor Kd Table 6-4 Importance Factor I Table 6-1 Ext. Pressure Coefficient (Up) GCp (Up) Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient (Down) GCp (Down) Fig. 6-11B/C/D-14A/B Design Wind Pressure p Equation 6-22 Wind Pressure Up p(up) Wind Pressure Down p(down) Y-Direction Max Allowable Standoff Spacing Landscape 39'' Max Allowable Cantilever Landscape NA Standoff Configuration Landscape Max Standoff Tributary Area Trib PV Assembly Dead Load W-PV Net Wind Uplift at Standoff T-actual Uplift Capacity of Standoff T-allow Standoff Demand/Capacity DCR Y-Direction Max Allowable Standoff Spacing Portrait 65'' Max Allowable Cantilever Portrait NA Standoff Configuration Portrait Max Standoff Tributary Area Trib PV Assembly Dead Load W-PV Net Wind Uplift at Standoff T-actual Uplift Capacity of Standoff T-allow Standoff Demand/Capacity DCR -249 lbs 637 lbs 39.0% Staggered 22 sf 3.0 psf X-Direction 48'' 18'' 637 lbs 35.1% 20 sf 3.0 psf -224 lbs 72'' 24'' Staggered ALLOWABLE STANDOFF SPACINGS X-Direction -13.1 psf 10.0 psf -0.88 0.45 p = qh (GCp) 15.0 psf Wind Pressure 1.00 0.85 1.0 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 Gable Roof 15 ft Wind Pressure Calculation Coefficients 0.85 Partially/Fully Enclosed Method 90 mph C No Wind Design Criteria ASCE 7-05 SolarCity SleekMount™ ZS Comp Comp Mount Type C ZEP HARDWARE DESIGN CALCULATIONS - MP2 Mounting Plane Information Comp Roof 26° Y-Y Rafters