Loading...
18C-090 (9) solar=ee Sin gle Phase Inverters for North America s o I a r SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US 1SE3000A US i_SE3800A-US I SE5000A-US I SE6_0_0OA US1 SE760OA-US i SE10000A-US ISE1140OA-U51 OUTPUT 9980 @ 208V • Max AC Power Output 3300 4150 i 5490 @240V 6000 'T 83501109 0 @240V.,I.. 12000 VA SolarEdge Single Phase Inverters • Nominal AC Power Output 3000 3800 5000 6000 7600 10000 11400 For North America AC Output Voltage Min.-Nom.-Max.�t1-,....,. .......�. __. . _._.. .�".... 183-208 229 Vac ._. _....... i_., ,. _. ✓ _. SE3000A-US/SE3800A-US/ SE5000A-US/SE6000A-US/ AC Output Voltage Min Nom.-Maxi` { SE760OA-US/SE10000A-US/SE1140OA-US 211 240 2.64 Vac . ....... .... . . AC Frequency Min:Nom Max.'' 59 3 60 60 5(with HI country setting 57 60 60.5) Hz 24 @ 208V _ 48 @ 208V _ # „ _ Max Continuous Output Current 12 5 16 25 32 ( 47.5 !. A e � f - ... .... ... 21 @.24OV . .. J 42 @ 240V GFDI Threshold I 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes ! Yes INPUT r ". Maximum DC Power 4050 5100 6750 8100 10250 I 13500 15350 W •( - - I � - e�G ✓q Transformer-less,Ungrounded Yes Max Input Voltage _._ ...__ ..._.500 ..... _._ _.. Vdc.... QfB r § Nom.,DC.Input Voltage. """ 325 @208V/350 @240V Vdc . .. .. 16.5 @208V ... _ 33 @208V _.-.. 4� Max.Input Currents') 9.5 13 18 23 ! 34.5 I', Adc " 11 15.5 @ 240V I 30.5 @ 240V Max.Input Short Circwt Current .. .... ._.. 45 Adc " _-.... _ ..np ..c ..._ _ ... ._.. .._ .._ ...._... ...... Reverse-Polarity Protection Yes ;y5 j Ground-Fault Isolation Detection 600k1 Sensitivity _ ,+ •, Maximum Inverter Efficiency 97.7 98.2 98.3 98 3 98 98 98 A •i { :. ... 97.5 @ 208V _ 97 @ 208V ..... 3 CEC Weighted Efficient 97 5 98 97 5 97.5 97.5 g V ._.98 @.240V i_. ... 9Z5 @240V Nighttime Power Consumption i <7 5 <4 W__-_ ADDITIONAL FEATURES Supported Communication Interfaces R5485,RS232,Ethernet,ZjgBee(optional) Revenue Grade Data,ANSI 012.1 optional" Rapid Shutdown NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(4) e STANDARD COMPLIANCE } 3 -- �''� s �" Safety UL1741,UL1699B UL1998 , CSA 22.2 �ri`; ,�• ,"#j ,=v x .;� Grid Connection Standards IEEE1547 " - gT; a ' Emissions ... - - __ ---- CC part 15 class.B _.' INSTALLATION SPECIFICATIONS " AC output conduit size/AWG range 3/4"minimum/16-6 AWG. 3/4"minimum/8-3 AWG DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/ AWG range 3/4'minimum/1-2 strings/16-6 AWG 14-6 AWG Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ .' .,•- 30.5 x 125 x 7.2(775 x 315 x 184 (HxWXD) .... _. _. -. _775x315x260 mm Weight with Safety Switch 51.2/23.2 54.7/24.7 88.4/40.1 lb/kg Natural r convection ,.., Cooling Natural Convection and internal I Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems _ _ _ _ _ ' � .,replaceable) • Noise <25 <50 dBA r Integrated arc fault protection(Type J)for NEC 2011690.11 compliance. Min,-Max.Operating Temperature Range -13 to+140/ 25 to+60(40 to+60 version available isl) -F/°C Superior efficiency(98%) _ Protection Rating NEMA 3R - Small,lightweight and easy to install on provided bracket For othe,reg,,,,l settings please coma«S,[,,Edge support. A h gher current source may be used,the-nverter will limit ts h hp,t rent to the valueS stated. — Built-in module-level monitoring s Revenue Bed......ter P/N"SE,—A USOOONNR2(for 760OW-nverter'.SE7600A-US002NNR2). Rapid shutdown kit P/N'.SE1000-RSD-Sl. — Internet connection through Ethernet or Wireless Is''-40 version P/N'.SE....A-US000NNU4(far 760OW nverter:SE7600A-US002NNU4I. — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only — Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 sunsPec ROHS l`A GERfI'nrJY ITA�. Ff.�.Pdt.E -",Pr1^) CHi!tiA at S'RAiIA 1NF v'f -HtRiAP�D4 ItiFtAEL >1"JLM'lN.SO HrE'CQP.iiS jff�S.I.Edge Technologies,Inc.Ail hght,reserved.SOLAREDGE.the Solari logo,OPTIMIZED BY SOLAREDGE are trademarks a,registered tradem.rka of S.1,uEdg,Tic,hinial.gio.s.Inc.All other trademarks mentioned herein are trademarks of the ir b,ai owners Date 12/2014 VOI,Subject to change without notce, ,� Ir THE Vinamount MODULE TSM-PDO5.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL.DATA,W STC unit:mm Peak Power Watts-PMnx(Wp) 250 255 260 265 • 941 Power Output Tolerance-Prbnx(%) 0-+3 THE Tirinamount o _ M aximum Power Voltage-VMr(V) 30,3 30.5 30.6 30,8 ro"cTa" ��" Maximum Power Current-IMry(A) 8.27 8.37 8.50 8.61 rrE.EbTE It o Open Circuit Voltage-Voc(V) 38.0 38.1 38.2 38.3 L Short Circuit Current-Isc(A) 8.79 8.88 9.00 9.10 MODULE 8 Module Efficiency qm(%) 15.3 15.6 75.9 16.2 STC:Irradianceyre reduction Cell Temperature 25°C,Air MassoEN according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-I. b l ELECTRICAL DATA a NOCT i 60 CEL■ Maximum Power-PMnx(Wp) 186 190 193 197 L Maximum Power Voltage-V-(V) 28.0 28.1 28.3 28.4 MULTICRYSTALLINE MODULE r,oEE Maximum Power Current Current-l-(A) 6.65 6.74 6.84 6.93 6e 4arnaarmu�c - PD05.18 A A Open Circuit Voltage(V)-Voc(V) 35.2 35.3 35.4 35.5 WITH TRINAMOUNT FRAME Short Circuit Current(A)-isc(A) 7.10 7.17 7.27 7.35 -- NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,wind Speed l m/s. -- --- sT2 - 4-rw I 250=265w Back View MECHANICAL DATA POWER OUTPUT RANGE Solar cells Multicrystalline 156x 156 mm(6 inches) rekl,) Cell orientation 60 cells(6 x 10) Fast and simple to install ttTraugh drop in trtountirlg solution 1 //� Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) ■ i� a-T - _ - Weight 19.6 kg(43.12lbs) Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY Backsheet White _ A-A Frame Black Anodized Aluminium Alloy ///III���M Goad aE:SttYE't1t:S for residential applications J-Box IP 65 or IP 67 rated 0- l V/ Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'). J 10 1200 mm(47.2 inches) POSITIVE POWER TOLERANCE I,V CURVES OF PV MODULE(264W) Connector H4 Amphenol ,P.a . a Fire Type UL 1703 Type 2 for Solar City Highly t y t F tf� C stringent ringent quality control ,T 7.M , - - 1rMPERAlC1RF RAHNCiS. MAXIMUM RATINGS coowLW. boo 4wwL_. __ _ __. Nominal Operating Cell 44-C(+2°C) Operational Temperature -40-+85°C V,I --1[ 20o - _.- _ - -� - __ Temperature(NOCT) Maximum System 1000V DC(IEC) 2- i maw/m=._. ____1 __.- __- Temperature Coefficient of Pax -0.41%/°C Voltage 1000V DC(UL) n ` ''`- 'x -- -- ,t -- - Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A ore ----_ __ i Certified to withstand challenging environmental o to 20 x 40 x Temperature Coefficient oflsc 0.05%/°C von.v.v I - - COrldltianS :r It, I _ WARRANTY t CERTIFICATION 10 year Product Workmanship Warranty 'i(,: 25 year Linear Power Warranty ;F (Please refer to product warranty for dotalls) G t f()7 1 LISTFU u � E LINEAR PERFORMANCE WARRANTY PACK �., iNI1C3UR1Ti<?rr EU-28 WEEE co-11111T z 10 Year Product Warranty•25 Year linear Power Warranty Modules per box:26 pieces w Trine>ofol lirniked - -- ------- ---.-__- _____ -__. --_ _--. I, Modules per 40'container.728 pieces Additional F v❑!T'e h aJh O 909 Trltla$ptar S/I,tEaaf Viarrarti CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. a0MP4, • C' ° Y C20 5T SolarL mited_All rights reserved_Specihcafions Included in this dotasheet are subject to BcF -yr l� P l2 809 �� �r mange wth_tnol'ce. . W o ' Years 5 10 IS 20 25 �� � eOMPP�� THE 1rinamount MODULE TSM-P®05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA.a SIC Unit:mm Peak Power Watts-PM"x(Wp) 245 250 255 260 947 - t Power OvTput Tolerance-P..(%) 0-+3 T H Tr'na m O u n o Maximum Power Voltage-VMe(V) 29,9 30,3 30,5 30,6 �x x� Maximum Power CurrenT-L"eP(A) 8.20 8.27 8.37 8.50 "TE o Open Circuit Voltage-Voc(V) 37.8 38.0 38.1 38.2 -TAI Short Circuit Current-Isc(A) 8.75 8.79 8.88.. 9.00 MODULE 8 Module Efficiency (%) 15.0 15.3 15.6 15.9 STC:Irradiance 1000 W/rn m',Cell temperature 25°C,Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4,1%at 200 W/m'according to EN 60904-1, oil I� 1, I - ELECTRICAL DATA a'NOCT 60. CELL■ ■ Maximum Power-P-(Wp) 182 186 190 193 (y L L ! Maximum Power Voltage-VMP(V) 27.6 28.0 28.1 28.3 MULTICRYSTALLINE MODULE aE Maximum Power Current-l-(A) 6.59 6.65 6.74 6.84 WITH TRINAMOUNT FRAME "wnaE A A Open Circuit Voltage(V)-Voc(V) 35.1 35.2 35.3 35.4 Short Circuit Current(A)-Isc(A) 7.07 7.10 7.17 7.27 I NOCT:Inodiance at 800 W/m',Ambient Temperature 20°C.Wind Speed I m/s. -245-26OW PDO5.18 180- Bock View POWER OUTPUT-RANGE MECHANICAL DATA 11 Solar cells Multicryslalline 156 x 156 mm(6 inches) .y fast and simple to install through drop in mounting solution Cell orientation 60 cells(6 x 10) 007 - - - -- -- -- - - - -- -- Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) 0 --- - -- - j 21.3 kg 147.0 lips) -- -- --- ----- MAXIMUM EFFICIENCY Glass 3.2 mm(0.13 inches),High Transmission,AR Cooled Tempered Glass A-A Bock sheet White Good aesthetics fair residential applications Frame Black Anodized Aluminium Alloy with Trinamount Groove IP 65 or IP 67 rated 0--+37o !-V CURVES OF PV MODULE;245W) 1.0bX Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), 10.° - --- ---- ------- 1200 mm(47.2 inches) t? ivnt quality Control _b. t0oow/ms Fire Rating Type Highly reliable due to stil POWER OUTPUT GUARANTEE -8.: aoow/m° 0s w U4°° 400w/m2 TEMPERATURE RATINGS MAXIMUM P.ATINC:S 1 2'° 20oW/m' Nominal Operating Cell 44o Operational Temperature -40-+85°C `- Temperature(NOCT) C(±2°C) ' I W Maximum System 1000V DC(IEC) 0 m ----- - --- Temperature Coefficient of P","x -0.41%/°C Voltage 1000V DC(UL) Ow IOm 206 30- 40°1 c - Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A Voltage(V) j C,rtltiE CI to N!#nS#anCt GrYCIIIE i 9n 3 E n 'it{ i115tentaI Temperature Coefficient oflsc 0.05%/°C -x z )`i• ei' I'r_`` corlds`t9Ctn:i WARRANTY ` l - 10 year Product Workmanship Warranty n. Ih I� l 25 year Linear Power Warranty (Please refer to product warranty for details) Q LINEAR PERFORMANCE WARRANTY � tr I. :=KAEIt..>CJNF1C' ORATION a 10 Year Product Warranty 25 Year Linear Power Warranty � p� a�s Modules per box:26 pieces w !."o Solar Frs "e:! - -._.._ --. -_. _ -__. __ _.. Modules per 40'container:728 pieces Ei!-28 Q- a �naf t r71L'..fr (,ywH 02014 Tr'nR Solar SAFETY A All r 907 7. 1:. CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. ooMP4TB Trisona fights reserved.Specifications included in this datosheei are subject to ha c� �, � t�80% - µ, Tr"ina f`?I change without notice. / W 0 ' Years 5 10 IS 20 25 OOMPPte • solar solar=as SolarEd a Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer Module Add—On For North America - - -- - - P3oB - - 7350 P':1 - - - (for 60-cell PV (tor 72-cell PV � (tor 96 l PV __modules) 1 modules) modules) P300 / P350 / P400 • lyvuT -- -- - Rated Input DC Power0i 300 350 400 W Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc .... ... MPPT Operating Range 8-48 8-60 8-80 Vdc ;+ s • Maximum Short Circuit Current(Isc) 30 Adc fi' ', - ,•�,. w. ' Maximum DC Input Current ... .... ..12.5 Adc. ." Maximum Efficiency 995 % Weighted Efficiency 988 % Overvoltage Category _ II _ OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) 1 Maximum Output Current 15 Adc OUTPUT DURING ISTANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) ' Output g Vdc Safety output Voltage per Power Optimizer _1 Vdc STANDARD COMPLIANCE -.- -.- - - EMC FCC Part15 Class B,IEC61000 6 2,IEC61000 6 3 Safety IEC62109-1(class II safety),UL1741 Ro HS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensons(W xLx H) 141 x212 x40.5/5 SS x8.34x159 I mm/in Weight(including cables) 950/21 gr/In Input Connector MC4/Amphenol/Tyco . ,.. Output Wire Type/Connector - Double Insulated,Amphenol Output Wire Length 95/3.0 12/39 m/ft .. _. 0 `1z Operating Temperature Range 40 +85/40 +185 °C/°F. ' , '^ ;i. Protection Rating IP65/NEMA4 - Relative Humidity 0-100 % d, eras epow orr omou��moo��o vo sx vo=roo,���eao.,re - THREE DESIGN USING A SOLAREDGE SE THREE PV SYSTEM SINGLE PHASE REE PHA REE PHA SE INVERTER _ _ 208V 480V PV power optimization at the module"level _ �, - - - Minimum String Length(Power Optimizers) 8 10 18 +� Upt025%more energy + Maximum String Length(Power Optimizers) 25 25 50 - 'r Maximum Power per String 5250 6000 12750 W Superiorefficiency(94.5%).. „ � _ .. .... .... .. Parallel Strings of Different Lengths or Orientations Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - Flexible system design for maximum space Utill2ation Fast installation with a single bolt Next generation maintenance with module-level monitoring. Module-level voltage shutdown for installer and firefighter safety L.SA - sternnrav - nn;-r - EP.vice - �.:>r_N a N,, - ISRrIL .- IRA www.5olaredge,us ^SOIafCity ®pSolar Next-Level PV Mounting Technology ^$OlafClty ®pSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs a , r. Leveling Foot " S�terlook f*ozen "`y'"'`'`"`""''' PartNo.850-1172 .. LsvtlYq Foal _'. ` - ETL listed to UL 467 Zep ConVaOte PV Module 3 Zep Broome _.,.,,...a s",, •; .: _.....�- Roof Altaoh m t ^ x S Y r -- IMr 71a - a Skirt Comp Mount X"AL., Part No.850-1382 a Listed to UL 2582 Mounting Block Listed to UL 2703 �OMPAp/, �F Description PV mounting solution for composition shingle roofs at°^ mO� Works with all Zep Compatible Modules °oMP�`P Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip UL LISTED Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 Oil AM • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: Label ' 'n: Label L' • WARNING WARNING ELECTRIC SHOCK HAZARD Code: ELECTRIC SHOCK HAZARD Code: NEC 690.31.G.3 DO NOT TOUCH TERMINALS '• THE DC CONDUCTORS OF THIS 690.35(F) Label Location: TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE • BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND INVERTERIS Per •••- IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED NEC DISCONNECT .•0 Lab I Location: Label Location: PHOTOVOLTAIC POINT OF • INTERCONNECTION _ Code: MAXIMUM POWER _A WARNING: ELECTRIC SHOCK POINT CURRENT(Imp) Code: HAZARD. DO NOT TOUCH •• 690.54 MAXIMUM POWER-_V TERMINALS.TERMINALS ON POINT VOLTAGE(Vmp) NEC 690.53 BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM-v MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION. FOR SERVICE SHORT-CIRCUIT A DE-ENERGIZE BOTH SOURCE CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC Label Location: OPERATING VOLTAGE V WARNING ' P er ..- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED Label L• • UNGROUNDDEDOAND ENERGIZED CAUTION • DUAL POWER SOURCE Per Code: SECOND SOURCE 1S 690.64.13.4 PHOTOVOLTAIC SYSTEM Label • • Per Code: Label ELECTRICAL SHOCK HAZARD Location: DO NOT TOUCH TERMINALS NEC 690.17(4) CAUTION ' • TERMINALS ON BOTH LINE AND Per Code LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT IS BACKFED NEC 690.64.13.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING Code:Per Label INVERTER OUTPUT Location: CONNECTION 690.64.13.7 PHOTOVOLTAIC AC • DO NOT RELOCATE Disconnect DISCONNECT Per 690.14.C.2 Code: HIS ODEV CERRENT Conduit •, • - • Distribution Disconnect Conduit Label Location: (IC): Interior Run MAXIMUM AC A ' '• Integrated DC Disconnect OPERATING CURRENT Per Code: (LC): •'• Center MAXIMUM AC OPERATING VOLTAGE - V NEC 690.54 / 1 I I ICE Kill,I W I I I 1 IR:V I a Z[Q 0. 1 /• 1 •r 1' • I r / 1 3055 Clearview Way CA San !�. LabelSet 1 ' 'I 1 • ' GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:LC304OB1100 Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE SE10000A-US000SNR� LABEL: A -(54)TRINA SOLAR TSM-260PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:87676446 Tie-In: Supply Side Connection Inverter; 1040W, 240V, 97.5q; w Unlfed Disco andZB,RGM,AFCI PV Module; 260W, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.2 Vpmox: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 125A MAIN SERVICE PANEL E 10OA/2P MAIN CIRCUIT BREAKER SolarCity (E) WIRING CUTLER-HAMMER Inverter 1 Disconnect CUTLER-HAMMER 5 A 1 100A/2P 7 Disconnect 6 SE1000OA-USOOOSNR2 Dci MP 4&5: 1x14 B 6OA C EGC A L1 z4.V r--------- ------------ --�----- - -- 3-=- ----------- --� z B L2 DC+ DC+ fail FT N DG 1 4 DC- MP2&3: 1x20 (E) LOADS GND ____ GND -_-----___------_-----_-_ EGC' -_- DC+ DC- MP3&4: 1x20 - GEC l� DC- DC_ EGC--- --------- ------------ - ---EGC ---------- -- -'1}----- -- I N 1 (1)Conduit Kit; 3/4'EMT I o EGC IGEC Z - -� I I I I 1 1 GEC TO 120/240V 1 SINGLE PHASE 1 1 UTILITY SERVICE i 1 1 i 1 i 1 I 1 i PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP P0I (2)Groygd Rod B (1)CUTLER-HAMMER I DG222NRB A (1)SolorCy t/4 STRING JUNCTION BOX 5 8 x 8, C per Disconnect; 60A, 24OVoc, Fusible, NEMA 3R AC 2x2 STRMGS, UNFUSED, GROUNDED DC -(2)ILSCO IPC 4 Der -(1)CUTLER- AMMER DG1ODN8 SOLAREDGE 300 2NA4AZS Insulation Piercing Connector, Main 4/0-4, Tap 6-14 GroundrNeutral t; 60-t00A General Duty(DG) PV ) PowerBox timizer, 30OW, H4, DC to DC, ZEP S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CUTLER-HAMMER I DS16FK AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Class R Fuse Kit -(2)� A250V, gas RK5 M # sO PV BACKFEED OCP nd (1)AWG#6, Solid Bare Copper -(1)Ground Rod; 5/8' x 8', Copper C use;Z 60A(1)CUTLER-HAMMER #DG222UR8 (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL Disconnect; 60A, 24OVoc, Non-Fusible, NEMA 3R i -(1)CUTLERXMMER /DG100NB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Ground//NN.utrol Kit; 60-100A, General Duty(DG) - ------ --- -- --- - --t - -- ----- - ------- (1)AWG#6, THWN-2, Black (1}AWG/6, THWN-2, Black (1)AWG/8, THWN-2, Black Voc* =500 VDC Isc =30 ADC (2)AWG #'10, PV Nfire, 60OV, Black Voc* =500 VDC Isc =15 ADC O (1)AWG #6, THWN-2, Red ©L 1_(1)AWG#6, THWN-2, Red ® (1)AWG#8, THWN-2, Red Vmp =350 VDC Imp=29.32 ADC O L 7 (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.26 ADC (1)AWG #6, THWWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC (1)MWq#10, THHN/THWN-2, Green. EGC, . _ . . LJJ . . . . . . . . .70)AYtlG #6,.Solid Bare.Copper, GEC. . . .-(1)Conduit.Kit;,3/47.EMT. . _ . . . . - 1 O (1)AWG#10, THHN-2 WN a2, Green EGC Vmp =350 VDC Imp=10.26 ADC O (1)AWG /6. Solid Bare Copper EGC Vmp =350 VDC Imp=14.66 ADC (,)AWG#8,.THWN-2,Green . . EGC/GEC.-(1)Conduit.Kit; 3/4',EMT. . (1)AWG 0, THWN/T2,, Black Voc 500 VDC Isc -15 ADC (2)AWG #10, PV Wire, 60OV, Black Voc 500 VDC Isc =15 ADC (2)AWG #10, PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=14.66 ADC . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . I CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: PREMISE OW�R: DESCRIPTION: DESIGN: JB-0101693 00 SO�afCit CONTAINED SHALL NOT BE USED FOR THE JOHNSON, ALEXIS JOHNSON RESIDENCE Ryan Duncan " BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �,, d NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp ount Type C 50 GLEASON RD 14.04 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: NORTHAMPTON MA 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (54) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME: SHEET: REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE10000A-US000SNR2 (860) 912-6263 THREE LINE DIAGRAM PV 4 11/23/2015 1 (888)-SOL-CITY(765-2489) www.solarcity.com S1 S1 '-4 5'-10" 5'-7" '-4 5'-10" 5'-6" (E) LBW (E) LBW (:E SIDE VIEW OF MP5 NTS H OF D SIDE VIEW OF MP4 NTS MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES N G MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED I y LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 17" 9 1 �Q PORTRAIT 48" 17" TOP CHORD 2X6 @ 24" OC ROOF AZI 289 PITCH 23 STORIES: 1 �'P FN'S ���' " ROOF AZI 109 PITCH 23 ARRAY AZI 289 PITCH 23 S NAL EN6 TOP CHORD 2X6 @ 24 OC ARRAY AZI 109 PITCH 23 STORIES: 1 BOT CHORD 2x4 @24" OC Comp Shingle 11124/2015 BOT CHORD 2X4 @24" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS S1 ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT S1 HOLE. ZEP ARRAY SKIRT (6) (4) (2) SEAL PILOT HOLE WITH —2" ZEP COMP MOUNT C POLYURETHANE SEALANT. 1'— (E) LBW —�" ZEP FLASHING C (3) 3 INSERT FLASHING. pSIDE VIEW OF MP2 NTs �'— (E) LBW FR (E) COMP. SHINGLE (1) 11 (4) PLACE MOUNT. SIDE VIEW OF MP3 NTs MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (E) ROOF DECKING (2) LAG BOLT WITH LANDSCAPE 72 24" STAGGERED MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 5/16" DIA STAINLESS 5 / ( ) 6(5 -11�N—STALL SEALING WASHER. PORTRAIT 4s" 17" LANDSCAPE 72" 24" STAGGERED STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH ROOF AZI I09 PITCH 23 WITH SEALING WASHER (6) RAFTER 2x6 @ 24"oc STORIES: 1 BOLT & WASHERS. ARRAY AZI 109 PITCH 23 PORTRAIT 48" 17" C.J. 2X6 @24"OC Comp Shingle RAFTER 2X6 @ 24"OC ARRRAY AZI 289 PITCH 23 STORIES: 1 (2-1/2" EMBED, MIN) C.J. 2X6 @24"OC I Comp Shingle (E) RAFTER 1 STANDOFF CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-01016 9 3 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOTCE USED FOR THE JOHNSON, ALEXIS JOHNSON RESIDENCE Ryan Duncan ���l.So�arCi}" CONTAINED OF ANYONE EXCEPT ED FOR INC., MOUNTING SYSTEM: l.y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 50 GLEASON RD 14.04 KW PV ARRAY o PART TO OTHERS OUTSIDE THE RECIPIENTS /•1` ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES: NORTHAMPTON, MA 01060 THE SALE AND USE OF THE RESPECTIVE (54) TRINA SOLAR # TSM-260PDO5.18 1 24 St. Martin Drive,ButVing 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. 860 912-6263 PV 3 11/23/2015 - (650)636-1026 F. (650)638-1029 SOLAREDGE SE1000OA—USOOOSNR2 ) STRUCTURAL VIEWS (am)— (765-2489) www.solarcity.com PITCH: 23 ARRAY PITCH:23 MP2 AZIMUTH: 109 ARRAY AZIMUTH: 109 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 23 ARRAY PITCH:23 E D MP3 AZIMUTH:289 ARRAY AZIMUTH: 289 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 23 ARRAY PITCH:23 MP4 AZIMUTH: 109 ARRAY AZIMUTH: 109 MATERIAL: Comp Shingle STORY: 1 Story IL Pt<h B PITCH: 23 ARRAY PITCH:23 Z/9 3 MP5 AZIMUTH:289 ARRAY AZIMUTH: 289 -d MATERIAL: Comp Shingle STORY: 1 Story Pit h LEGEND O (E) UTILITY METER & WARNING LABEL a Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS O nd IEEgi DC DISCONNECT & WARNING LABELS ---- AC © AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS 0 DISTRIBUTION PANEL & LABELS r� �T AC , D ;1L-L_J; rc LOAD CENTER & WARNING LABELS AC 0 DEDICATED PV SYSTEM METER STANDOFF LOCATIONS o CONDUIT RUN ON EXTERIOR `-') l L `n CONDUIT RUN ON INTERIOR GATE/FENCE (E)DRIVEWAY Front Of House o�ss �S �����``' Q HEAT PRODUCING VENTS ARE RED NAl it r, 11/24/2015 ;J INTERIOR EQUIPMENT IS DASHED 50 Gleason Rd SITE PLAN _ N Digitally signed by Nick Gordon Scale: 3/32" = 1' Date:2015.11.24 10:46:09-08'00' 01' 10' 21' W M! ENO S CONFIDENTIAL— THE INFORMATION HEREIN J B-01016 9 3 00 PREMISE 000: DESCRIPTION: DESIGN: pB NUMBER: �N. CONTAINED SHALL NOT BE USED FOR THE JOHNSON, ALEXIS JOHNSON RESIDENCE Ryan Duncan �,`'`�,,SolarClty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 50 GLEASON RD 14.04 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES NORTHAMPTON MA 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (54) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE10000A—US000SNR2 (860) 912-6263 SITE PLAN PV 2 11/23/2015 (888)-SCI-CITY(765-2489) www.solaraity.com ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC NT GROUNDING CONDUCTOR COMPLIANCE W (E) EXISTING . HERE ALL TERMINALS OF THE DISCONNECTING CITY OF NORTHAMPTON EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BUILDING DEPARTMENT FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY These plans have been reviewed HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL And approved. Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER r� kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Date -�-e� kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC D a}L e LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY v i g n atu r NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VOLTAGE AT MAX V p VOLTAGE AT OPENP c CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV2 COVER SHEET SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Northampton ■ REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) * * * * * * * * J B-0101693 0 0 PREMISE OMER: DESCRIPTION: DESIGN: CONFlDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JOHNSON, ALEXIS CONTAINED SHALL NOT E USED FOR THE JOHNSON RESIDENCE Ryan Duncan �\,!�SolarCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNRNC SYSTEM; 50 GLEASON RD ��yo NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 14.04 KW PV ARRAY i,� Y PART OTHERS OUTSIDE THE RECIPIENTS MODULES: NORTHAMPTON MA 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (54) TRINA SOLAR # TSM-260PD05.18 1 24 St.Mart Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN NVERTER' PAGE NAME: SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. I 86O 912-6263 T: (650)636-1028 F: (650)636-1029 SOLAREDGE SE10000A-USOOOSNR2 COVER SHEET PV 1 11/23/2015 (666)-SoL-CITY(765-2489) www.solarcity.com CALCULATION OF DESIGN WIND LOADS - MPS Mound 6 arm Roofing Material Comp Roof PV System Type SolarCity SleekMount•"' Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 230 Rafter Spacing 24"O.C. Framing T Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA wind n rya Wind Design Code ASCE 7-05 Wind Design Method i Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 wind re Galcu Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 15.0 Psr Wind Pressu ,:, Ext. Pressure Coefficient U GC u -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G 0.45 Fi .6 liB/C/D 14A/B Design Wind Pressure p = qh(GC ) Equation 6-22 Wind Pressure U -13.1 PSIF Wind Pressure Down 10.0 Pqr ALLOWABLE STANDOFF SPACINGS X-Direction Y-DtrWUon Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -223 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 44.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -248 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.5% STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK MPS Mein P . m rtes s mmofv �.. MPS orllo I Mires - Overhang 1.16 ft Actual W 1.50" San 1 5.86 ft Actual 5.50" Number of Spans w o Overhang) 2 San 2 5.56 ft Nominal Yes Roofing COMP Roof Span 3 A 8.25 in.^2 Re-Roof No San 4 S. 7.56 in A3 Plywood Sheathing Yes San S 11 20.80 in A4 Board Sheathing None Total Rake Span 13.67 ft TL Defl'n Limit 180 Vaulted Calling Yes PV 1 Start 2.67 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.83 ft Wood Grade #2 Rafter Slope 230 PV 2 Start F 875 psi Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top Lat Sfadng Fut PV 3 Start E 1400000 psi Bot Lat Bracing Full I PV 3 End Emi„ 510000 psi +ember Load >foo Arias P h 1n 1 Pitch usE No P 2x 1 Roof Dead Load DL 12.5 psf x 1.09 13.6 psf 13.6 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf live Snow Load LL/SL 1,2 40.0 psf x 0.7 1 x 0.7 1 28.0 psf 28.0 eg Total Load(Qoverning LQ I TIL 1 41.6 Pd I #4.S IW Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Cj(Ct)(IS)pg; C,=0.9,Ct=1.1,I5=1.0 Memb+eur n Siumma ur NDS k. mb' CL ft) I CL =` 7 WoveMbAi , t D+S 1.15 1.00 1.00 13 1;15 Member Ana sis Results Sum a Glavernt 5' a d ° Location Ca a it it jux Bending Stress -550 psi 1 7.0 ft -1504 psi 0.37 Pass CALCULATION OF DESIGN WIND LOADS - MI" w_ Roofing Material Comp Roof PV System Type SolarCity SleekMount'"' Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 230 Rafter Spacing 24"O.C. Framing T Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA I c1litertlill Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wl ra im Calculation'Co4ffidents- Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Kt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh= 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 15.0 Psf Wind Pro' Ext. Pressure Coefficient U GC -0.88 Fig.6-116/C/D-14A/13 Ext. Pressure Coefficient Down 0.45 -f!q.6-118/C/D-14A/8 Design Wind Pressure P p= qh (GC) Equation 6-22 Wind Pressure U -13.1 `sf Wind Pressure Down P 10.0 psf ALLOWABLE STANDOFF SPACINGS X-DirwUoln Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -223 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 44.7% X Di on Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -248 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.5% STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK- MP4 Mb bo it Properties Summa ,MP4 . orlx , .� �. fifer< ans �' , �,,<<w . Overhang 1.16 ft Actual W 1.50" r° as Span 1 5.86 ft Actual D Number of Spans(w/o Overhang) 2 San 2 5.53 ft Nominal Yes Roofina Material Comp Roof San 3 A 8.25 in.A2 Re-Roof No San 4 S. 7.56 in A3 P ood Sheathing Yes San 5 x 20.80 In A4 Board Sheathing None Total Rake Span 13.63 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start 2.58 ft Wood Species SPF Ceilinq Finish 1/2"Gypsum Board PV i End 11.83 ft Wood Grade #2 Rafter Slope 230 PV 2 Start Fb 875 psi Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emits 510000 psi taw tpadiri mmary Adjust n " Roof Dead Load DL 12.5 psf x 1.09 13.6 psf 13.6 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf 41ve/Snow Load LL SLl'2 40.0 psf x 0.7 1 x 0.7 28.0 4f 28.0 Bg Total load Goyerni LC TL 44.8 5 Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7(Figure 7-2] 2. pf=0.7(Ce)(C0(Is)p9; Ce=0.9,Ct=1.1,I5=1.0 Memb,00+s1 n Summery(per NOM d C CD CL F 77,17 Gr if.S 1.15 1 1.00 1 1.00 J 1.3 1 1.15 Member Anil. sis Results Summa ry �Goiie a aii�d 1»+oocatton cavackv, R. . Bending - Stress -548 psi 7.0 ft -1504 psi 0.36 Pass CALCULATION OF DESIGN WIND LOADS - MP$ a , Mountift. Plane Information . Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware) Comp Mount Type C Roof Slope 230 Rafter Spacing 24"O.C. Framing T Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only i NA Standing Seam/Trap Spacing SM Seam Only NA Wind n!CdWris Wind Design Code ASCE 7-05 Wind Design Method Partially(Fuly Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h is ft Sectors 6.2 Wind Pressure Calculation tints 'r Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0, Table 6-1 Velocity Pressure qh qh= 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 15.0 sf W °d P re Ext. Pressure Coefficient U GC u -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U -13.1 psf" Wind Pressure Down Pfdaml 1010 psf ALLOWABLE STANDOFF SPACINGS X-01rection Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -223 Ibs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 44.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -248 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.5% STRUCTURE ANALYSIS-LOADING SUMMARY AND MEMBER CHECK- MP3 MlimboeproPertles ary MP3 oriii6i to Min S arl . � ` Overhang 1.16 ft Actual W 1.50" Roof sbr;;tn °` San 1 8.12 ft Actual b 5.501, Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Rooflog Material Comp Roof San 3 A 8.25 ln.^2 Re-Roof No San 4 S. 7.56 in.^3 Plywood Sheathing Yes Span s 11 20.80 1n.^4 Board Sheathing None Total Rake Span 10.08 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.25 It Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 8.42 ft Wood Grade #2 Rafter Slope 230 PV 2 Start Fb 875 psi Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top Let Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loadln mary Bitch $ 12 In 'l Pitch Ad just Non V_"Ar " s Roof Dead Load DL 9.5 psf x 1.09 10.3 psf 10.3 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf lave/Snow Load LL/SL 1,2 40.0 f x 0.7 1 x 0.7 28.0 f 28.0 psf Total Load overni LC TL 38.3`p0 41.6 Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)p9; Ce=0.9,Ct=1.1,I5=1.0 ;Meat l`Design Summary NDS rn f d Comb I CL CF D+S 1.15 1.00 0.76 1 1.3 1 1.15 Member Analysis Results Summary v Ca ac m Result Bending + Stress 1035 psi 5.3 ft 1504 psi 0.69 Pass CALCULATION OF DESIGN WIND LOADS - MP� e Information Roofing Material Comp Roof PV System Type SolarCity SleekMount'" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 230 Rafter Spacing 24"O.C. Framing T Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA -Standing Seam/Trap Spacing SM Seam Only NA Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85, Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 15.0 Psf Wind PressW Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G 0.45 Fig,6 116/CJD 1aA/B Design Wind Pressure p p= qh (GC ) Equation 6-22 Wind Pressure U -13.1 psf Wind Pressure Down 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -223 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 44.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -248 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.5% STRUCTURE ANALYSIS- LADING SUMMARY AND MEMBER CHECK- MP2' M0mb_ Properties StAmma MP2 Ho 'gntat Member r ns" ro� e Overhang 1.16 ft Actual W 1.50" OT es Span 1 8.15 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 8.25 1n.^2 Re-Roof No San 4 S. 7.56 in A3 P ood Sheathing Yes San S I 20.80 1n.^4 Board Sheathing None Total Rake Span 10.11 ft TL Defl'n Limit 120 Vaulted Ceiling No PV i Start 2.25 ft Wood Species $PF Ceilina Finish 1/2"gypsum Board PV 1 End 8.42 ft Wood Grade #2 Rafter Slope 230 PV 2 Start Fb 875 psi Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top Let Bracing Full PV 3 Start E 1400000 si Mot Lat Bracing At Supports PV 3 End Emin 510000 psi l oadiit Sy Mery R R S Inttiai Pitch u Roof Dead Load DL 9.5 psf x 1.09 10.3 psf 10.3 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf live/Snow Load LL SLi'2 40.0 psf x 0.7 1 x 0.7 28.0 pg 28.0 psf Total Load tGoverning LQ 1 38.3 41.6 sf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)pg; Ce 0.9,Cr=1.1,I,=1.0 Member Desion Summa er NDS in i o mb CL 4 CL D+S 1.15 1 1.00 0.76 1.3 1,15 Member Anil sis Results 5umms Qoveml °':A sl - aX Dema d Location Capacity t1 �teisu " Bending + Stress 1042 psi 5.3 ft 1504 psi 0.69 Pass SolarCit V Y Version#53.4-TBD HARDWARE DESIGN AND STRUCTURAL:ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y S acing Y-Y Cantilever Configuration Uplift DCR MP2 72" 24" 39" NA Staggered 44.7% MP3 72" 24" 39" NA Staggered 44.7% MP4 72" 24" 39" NA Staggered 44.7% MPS 72" 24" 39" NA Staqqered 44.7% Portrait Hardware-Po it Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP2 48" 17' 65" NA Staggered 49.5% MP3 48" 17" 65" NA Staggered 49.5% MP4 48" 17" 65" NA Staggered 49.5% MPS 48" 17" 65" NA Staggered 49.5% Structure Mounting Plane FramIn ualification Results Type Spacing Pit{eh Member Evaluation Results MP2 Stick Frame @ 24 in.O.C. 230 Member Analysis OK MP3 Stick Frame @ 24 in.O.C. 230 Member Analysis OK MP4 Pre-Fab Truss @ 24 in.O.C. 230 Member Analysis OK MPS Pre-Fab Truss @ 24 in.O.C. 23° Member Analysis OK 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 IBC and the IEBC. 3CY5 Clecit vlevl May San Mateo, CA 94102 r (650)638-1028 (888)SOS-CITY F(650)638-1029 solarcity.c(.), Version#53.4-TBD SolarCity. November 24, 2015N OF RE: CERTIFICATION LETTER N G Project/Job#0101693 c Project Address: Johnson Residence 1 L 50 Gleason Rd 1 Q Northampton, MA 01060 AHJ Northampton SS NAL LNG SC Office Springfield 11/24/2015 Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 90 mph, Exposure Category C -Ground Snow Load = 40 psf - MP2: Roof DL= 9.5 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL= 28 psf(PV Areas) - MP3: Roof DL= 9.5 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL= 28 psf(PV Areas) - MP4: Roof DL= 12.5 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL= 28 psf(PV Areas) - MPS: Roof DL= 12.5 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL= 28 psf(PV Areas) 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, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. This review relies on the roof's structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be in good condition. 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 ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Digitally signed by Nick Gordon Date:2015.11.2410:46:26-08'00' 3055 Clearview Way San Mateo, CA 94,102 T(650)638-1028 (888)SOI_CITY F(650)638-1029 sclarcity.c,om DocuSign Envelope ID:9C1A1AOB-2425-4FB3-831C-3DC3907C3B56 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR their entirety and I acknowledge that I have received a TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE complete copy of this Power Purchase Agreement. DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Alexis Johnson EXPLANATION OF THIS RIGHT. Docusigned by: 24. ADDITIONAL RIGHTS TO CANCEL. Signature: a(,),-IS JbU.Vt swu IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL Date: 11/12/2015 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 11/9/2015. Customer's Name: If you don't sign this PPA and return it to us on or prior to 30 days after 11/9/2015,SolarCity reserves the right to Signature: reject this PPA unless you agree to our then current pricing. Date: Power Purchase Agreement SolarCity approved Signature: Lyndon Rive, CEO Date: 11/9/2015 ff] [j] DocuSign Envelope ID:9C1A1AOB-2425-4FB3-831C-3DC3907C3B56 SolarCily I PPA Customer Name and Address Installation Location Date Alexis Johnson 50 Gleason Rd 11/12/2015 50 Gleason Rd Northampton,MA 01060 Northampton,MA 01060 Here are the key terms of your Power Purchase Agreement $0 12e00c 20yrs System installation cost Electricity rate gyr kWh Agreement TgSm Q� ,� Initial here Initial here Q Ds The SolarCity Promise Qj •We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement. ._..._ Initial here •We warrant all of our roofing work. Ds •We restore your roof at the end of the Agreement. Q� •We warrant, insure,maintain and repair the System. .._..... ....._.... Initial here •We fix or pay for any damage we may cause to your property. •We provide 24/7 web-enabled monitoring at no additional cost. •The rate you pay us will never increase by more than 2.90%per year. •The pricing in this Agreement is valid for 30 days after 11/9/2015. Your SolarCity Power Purchase Agreement Details Your Choices at the End of the Initial Options for System Purchase: Amount due at contract signing Term: •At certain times,as specified in $0 •SolarCity will remove the System at no the Agreement,you may Est.amount due at installation cost to you. purchase the System. $0 •You can upgrade to a new System with •These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection contract. not beyond that term. $0 •You may purchase the System from Est.first year production SolarCity for its fair market value as 14,857 kWh specified in the Agreement. •You may renew this Agreement for up to ten(10)years in two(2)five(5)year increments. 3055 Clearview Way, San Mateo, CA 94402 1 888.7615 2489 1 solarcitycom 1290788 Power Purchase Agreement,version 9.0.4,October 22,2015 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR Document generated on 11./9j2015 Nil 10 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved AOCCO& CERTIFICATE OF LIABILITY INSURANCE DATEIMMOOMYY) 61111712015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate doss not confer rights to the certificate holder in lieu of such andorsement(s). PRODUCER CO ACT MARSH RISK&INSURANCE SERVICES PJHONSE ................................... ................._.......... FAX.......... .............._................... ...... 345 CALIFORNIA STREET,SUITE 1300 UIIC.Kn,SxtY ............................... .... ................. ......)tiuc No1.........._.. .._..............,. CALIFORNIA LICENSE NO.0437153 E 5�;_..,.„_..._...... ._... SAN FRANCISCO,CA 94104 Aflnt Shannon Scott 415443.8334 1NSUR�SZAFFOrtDING COVIiRAGI .,.. __ _ NAFC a 998301.5TND GAWUE 15-16 I SURER A:ZurIch American Insurance Company _ 16535 INSURED Sularcity Corporation INSURER B - 3055CleaNewWay INSURER NIA }NIA__ .... .. ._ San Mateo,CA 84902 INStrRI R p;American Zurich Insurance Company 40142 ENSURERE. ..__...._._................ ......_ ...._........._ ....... . .. INSURER I;: COVERAGES CERTIFICATE NUMBER: SEA-902713836.08 REVISION NUMHER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE fNSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ... .—.....—. PD EFF POLICY rTYPE OF INSURANCE POLICY NUMBER p �.—..—...—......._....LIMITS A X 'COMMERCIAL GENERAL LIABILITY <GLO01BM16.00 0906112015 !0810112D18 1......'...... �� EACH OCCURRENCE S 3,000,000 CLAIMS-MADE I.x OCCUR I f PART SE S E9Eoccu nCe).......5. . 3.000,01 X SIR:$250,000 MEO EXP(Any one person PERSONAL$ADV INJURY 5 3,000,OOD GEN'L AGGREGATE LIMIT APPLIES PER- ARO- 1 � � - GENERAL AGGREGATE S 6000,000 _X..l POLICY L...1 JECT 1......E L� PRODUCTS-COMPIRPAGG S 6006,000 t OTHER: 1 is A AVTOMOBILr;LIABILITY BAP0182017.00 091171/2015 •0910112016 COMBINED SINGLE LIMIT 5 5,000,900 . ANY AUTO j BODILY INJURY(Per person).. 5 . ...._ . ............ ._- X 'ALL OWNED X SCHEDULED AUTOS .... AUTOS ! BODILY INJURY(Peraccderd) S .. ._.__._......_....._._.-_..._._.. ... .. .......... NON—OWNED PROPERTY OAMRGE X HIREOAUTOS x.. ALfT05 I i ' iPer_a.�denil.................... 5........_..............$5,006 COMPICOLL DED: s UMBRELLA LIAa 4 1 I OCCUR i EACtfOCCURftENCE S ExCESSlrAIS CLAIMS-MAL7EI AGGREGATE 5 DED RETEN rON S 15 D WORKERS COMPENSATION WCM82014•QD{ADS} 6916112015 IO910102016 X I PER II OTH• i AND EMPLOYERVUABILITY F ..„t.-SMUTE,.1.._ EftA ANY PROPR[@TORIPARTNERfEYECQTIVE Y N f A CD182015•OO(MA) 09g11I1015 09191(2016 t ..... ......,000, 00 EL.EACH ACCIDENT 5 1,060,000 OFFICERlMEMBEREXCLUpEP9 I...,._......,... f......, -- . (Mandatory in NH) �WC DEDUCTIBLE:$506,000 El DISEASE-EA.EUIPLOYE I.S If yes,describe under r! I DESCRIPTION OF OPERATIONS belay ! t E.L.DISEASE-POLICY LIMIT S 1,ODD,1100 I � 1 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD I at,Addleonal Remarks Schedule,eney be attached ff more space Is fequkedi Evidence of insurance'. CERTIFICATE HOLDER CANCELLATION 3[155 Cle Il Corporation 3055 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE arvbew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sari Maleo,CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Tile Commonwealth of Massachusetts Department of IndustrialAceitlents Office of Xnvestig"Ons 1 Congress Street,Sidle 100 Boston,Bl•A 02114-2017 wwmmass gov/die Workers'Compensation Insurance Affidavit:Builders!Contractors/G lectricians/Plumbers A ' ant Information Elease.Print Legibly Name(BusineWOigaoization lindividuai): SOLARGITY COOP Address:3055 CLEARVIEW WAY Cit /Statelzi :SAN MATEO,CA 94402 Phone f:868-70a-2469 Are you an employer?Check the appropriate box: Type of prnject(required): 1.11 1 am a employer with 5000 4. ❑ 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6• New consttuctian 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees Time sub-contractors have S. ❑Demolition working or me in an capacity. employees and have workers' S Y t 9. ❑Building addition jNo workers' comp_insurance comp. insurance. re wired. 5. ❑ We a a corporation and its 10.0 Electrical repairs or additions q ) re officers have exercised their 11. Plumbing repairs or additions 3.❑ i am a homeowner doing all work ❑ f> myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152,§1(4),and we have no SOLAR f AV employees.[No workers' 13.®Other comp. insurance required.] "Any applicant that chectm box 01 must also fill vat the section below showing Ilreir workers'compensation policy inforaialion. t(-tonitowncm who submit this affidavit indicating Ilicy arc doing all tvmk and then hire outside contractors must submit a new affidavit indicating such. lConitactors that eheckthis box most attached an additional sheet showing the name or the sub-wntraetors and state whether or not itiose entities have employees. irthesub-conitactors have employees,they must providetheir wor)xrs'cornp.policy number. I vin an employer that is providing workers'cotttpensallon insurance for my empioyem Below is the polka and Job site Information. Insurance Company Name: Zurich American Insurance Company Policy#or Self-ins. Lic.tl: WC0182014-00_ Expiation Date: 09/01/2016 Job Site Address: �" 6'e a son I�q� CityfStatr/xip: r � �n' A0-O/06o Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MOL c. 152 can lead to(tie imposition of criminal penalties of fine up to 51,500.00 and/or one-year imprisonment,as well as civil penalties in the forth ofa STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be adviser]that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. /do hereby certify under Ike pants andpienaldes ofper)nt y that(he h f/arnrekon propMed above is true mid correct. It Sianatut�: ..- ' `;.,�...._. ..� ►?:41r. . . none#; O,lftclal ase aptly. Do not write in!Iris area,to be completed by city or town official. City or Town: Pertnit/L.ieense# Issuing Authority(circle one): I.Iloatrd of Health 2.Building Department 3.CilyfTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder:SOLARCITY/CRAIG ELLS 107663 License Number 604 SILVER ST AGAWAM MA 01001 8/29/17 Address Expiration Date 978-875-1698 Signature Telephone 9.Reaistered Home Improvement Contractor: Not Applicable ❑ SOLARCITY CORPM/ILLIAM RUNDLETT 168572 Company Name Registration Number 604 SILVER ST AGAWAM MA 01001 03/08/2017 Address Expiration Date Telephone 978-424-8330 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildine permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition Replacement Windows Alteration(s) Roofing Or Doors Accessory Bldg. Demolition New Signs [ ] Decks [ ] Siding[ ] Other Brief Description of Proposed Work: Install solar electric panels to roof of existing home,to be interconnected with home's electrical system. Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes _No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Stephen Burg as Owner of the subject property hereby authorize SOLARCITY to act on my behalf, in all matters relative to work authorized by this building permit application. 11/03/2015 Signature of Owner Date SOLARCITY CORP/WILLIAM RUNDLETT as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. SOLARCITY CORP/WILLIAM RUNDLETT Print Name 11/25/15 Signature of Owner/Agent Date r Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only - `� ----- ) ity of Northampton Status of Permit: uilding Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability, Room 100 Water/Well Availability Flo ampton, MA 01060 Two Sets of Structural Plan's �, itlpo1 - 7-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Property Address: 50 Gleason Road Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner of Record: Alexis Johnson 50 Gleason Road,Northampton MA 01060 Name(Print) Current Mailing Address: 860-912-6263 Telephone Signature 2.2 Authorized Agent: SolarCity CorpMilliam Rundlett 604 Silver St Agawam MA 01001 Name(Print) Current Mailing Address: 978-424-8330 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 10,500 (a) Building Permit Fee 2. Electrical 24,500 (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 35,000 1 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File 4 BP-2016-0731 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 604 SILVER ST AGAWAM01001 (888)765-2489(2358) PROPERTY LOCATION 50 GLEASON RD MAP I SC PARCEL 090 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid BUildino ermit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 14.4 KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner Statement or License 107663 3 sets of Plans/ Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR_ Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding__ Special Permit Variance* _ Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit fi-om Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Signature of Bnildin"Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning& Development for more information. �O (JLLASON KD BP-2016-0731 GIs #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 18C-090 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL e.142A) c<itcL,or\: SOLAR PANELS BUILDING PERMIT Permit# BP-2016-0731 Project# JS-2016-001227 Est. Cost: $35000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Coast. Class: Contractor: License: SOLARCITY CORP 107663 Lot Size(sq. fl.): 22172.04 Owner: JOHNSON ALEXIS Zoning. URB(IOO)/ Applicant: SOLARCITY CORP AT. 50 GLEASON RD Applicant Address: Phone: Insurance: 604 SILVER ST (888) 765-2489 (2358) Workers Compensation AGAWAMMA01001 ISSUED ON:121112015 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL ROOF MOUNTED 14.4 KW SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Fin:& Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeTvpe: Date Paid: Amount: Building 12/1/2015 0:00:00 $75.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner