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38A-034 (2) i mount NAK L Mono Multi Solutions DIMENSIONS Of PV MODULE ELECTRICAL DATA Unl'ourn Peak Power Watts-PM^x(Wp) 245 250 255 260 941 -1 Power Output Toferanae P^,^u(%) 0-+3 -_ Maximum Power Voltage-VmT(V) 29.9 30.3 30.5 30.6 o N[TION I W bOX ° Maximum Power Current 1-P(A) 8.20 8.27 8,37 8.50 TME rinalv"niount ( ecr^'r I J Open Circuit Voltage-Voc(V) 378 38.0 38.1 38.2 wu o `091NCNO" Short Circuit Current-tsc(A) &75 819 8.88 ',9,00 Module Efficiency rho(%) 15.0 15.3 15.6 15.9 STC:brad once 1000 W/m'.Cell Temperature 25°C.Air Mass AMI 5 according to EN 60904-3 ° Typical effciency reduction of 4.5%at 200 W/m'according to EN 60904-1. � o ELECTRICAL.DATA'5it 4OCT ■ Maximum Power-P-x(Wp) 182 186 190 193 My i! #gg+lsYC T w®tL■� MODULE j Maximum Power Voltage-Vba V) 27.6 2810 28.1 28.3 MULTICRYSTALLINEM©DULE a<cxouNwNCNaE Maximum Power CurrentlnxP=(A) 659 6.65 6.74 684 1Ff�TA� It� ►'AfY1� �T AQd�bE ,s-oaniN'w�r A A Open Circuit Voltage(V)Vcc,.,(V} ..-35.1 35.2 35.3 35.4 Short Circuit Current(A)-Isc(A) 7.07 7.10 7.17 7.27 NOCIP Irradiance at 800 W/m'.Ambient Temperature 20°C,Wind Speed I ni PD05.18 812 a11 Back View POWER OUTPUT RANGE MECHAWCAI,DATA 11 Solar cells Multicrystalline 156 x 156 mm(6 inches) .Cell orientation 60 cells(6-x 101 m r < Module dimensions 1650 x 992 x 40 m (64.95 x 39.05 x 1.57 inches) Fast and simple t install through dry i tin solution � - i 1 M _ Weight 21.3 kg(47.0 Ids) t Glass MAXIMUM EFFICIENCY ��'I 3.2 mm(0.13 mches),High Transmission,AR Coated Tempered Glass C - -- A-A Backsheet While Good aesthetics for residential applications Frame : Black Anodized Aluminium Alloy with Trinamount Groove I 1 CJ sVES OF Pti 41LTLJLE{<45V;) J-Box 1P 65 or IP 67 rated Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'(, 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE 9m--4000w/m- - Fire Rating Type Bwr-_Highly reliable due to stringent si control Q 6 a� --400wrmx - __ TE§3F€RAMC k:RA`€?1G.S renX7R5UAr?RATINGS .. 3 2aoW/ ' Nominal Operating Cell Operational Temperature -40-+85°C 44 r i - °C(t2°C) 2'0;,, m i?' 1 °J 10W 20°'_ � �. Temperature(NOCT) Maximum System 1000VDC(IEC) .. .. ....,.. 11'! ...:,a ---- --- ___-- --- Up Temperature Coefficient of P- 0.41%/°C Voltage 1000V DC{UL) Krl ?r, r A Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A r 1„ L Vdtage(v) "" i Temperature Coefficient of Ise 0.05%I°C Certified to withstand challenging environmental - v ?C4 conditions 0-7 i -'x, . .1..,n, bon o,the, .. .,." yaARRA14TY I0 year Product Workmanship Warranty f T 2S year Linear Power Warranty *�. (Please refer to product warranty for details) Q .1 .>.., CERTIFICATION LINEAR PERFORMANCE WARRANTY _ ....._.� ..._ ..__ .__. ._. ...._m_ ...._.__..._.. a►+ c uE PACKAGING CON 6 t Y£ r P us I C [f } iSZLYG8 Modules per box:26?pieces Tstro Solar u Modules per 40`container:T 7=�28 pieces zl ♦♦ `may ddirr at vaTUe s Ee a 7r;r< 0 90% as for Ptrt�of Inant), • CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. B u 2014 Tr na Solar Limited.All rights reserved.Specifications included In this datasheet are subject to ti Trin-alsolar l7 80% . solar change w thout notice. W E.ergy I ogetnee Years 5 10 15 20 25 �, iy1M P3;Tai+vdtJ Single Phase Inverters for North America solarsolar=@@ SE3000A-US/SE3800A-US/SE500OA-US/SE600OA-US =es z SE760OA-US/SE I OOOOA-US/SE1140OA-US ........................ SE3000A-US SE3800A-US SESOWA-US SE6000A-US i SE760OA-US ................... SEA0000A-US SE1140-0A-­US OUTPUT .......... Solar Edge Single Phase Inverters Nominal AC Power Output 9980 @ 208V 3000 3800 1 SOGO 6000 7600 10000 @240V 11400 VA 5400 @ 208V 10800 @ 208V 12000 VA Max.AC Power Output 3300 4150 6000 8350 For North America 5450 @240V 10950 @240V AC Output Voltage Min.-Nom.-Max.* SE3000A-US SE380OA-US SE5000A-US SE600OA-US 18.3-208-229 Vac AC Output Voltage Min.-Nom.-Max.* SE760OA-US 1 SE10000A-US 1 SE1140OA-US 211-240-264 Vac AC Frequency Min.-Nom:-Max.* 59.3-60-60.5(with HI country setting 57-60-60.5) Hz ri 24 @ 208V 25 32 48 @ 208V Max.Continuous Output Current 12.5 16 47.5 A gg, 21 @ 240V 42 @ 240V 0 '00­'- 11 GFD[ 1 A PQ Utility Monitoring,Islanding 15 Protection,Country Configurable Yes Thresholds g MIMI ------- ..........................- - ..------------- ............ ---------- R F INPUT '13h jQ r Recommended Max.DC Power** (STC) 3750 4750 6250 7500 9500 12400 14250 W rr: 'A®NARK R -I I w 4 Transformer-less,Ungrounded Yes , 'T'w Max.Input Voltage 500 Vdc Nom.DC Input Voltage 325 @ 208V 350 @ 240V Vdc 16.5 @ 208V 33 @ 208V f 34.5 Adc p9g �M Max.Input Current*** 9.5 13 18 23 15.5 @ 240V 30.5 @ 240V ­R 4 Max,Input Short Circuit Current 30 z "Al 45 Adc Reverse-Polarity Protection Yes -Q, q, -Fault Is 600ko Sensitivity "Tg Ground Isolation Detection. 98 98 % 41'�' -ter Efficiency Maximum Inverter 97.7 98.2 98.3 983 98 97CEC Weighted Efficiency 97 5 98 97.5 97.5 97.5 % .5 @ 208V 97 @ 208V z 98 @ 240V 97.5 @ 240V Nighttime Power Consumption <2.5 <4 W u ADDITIONAL FEATURES ............. ......................... .................. Supported Communication Interfaces RS485,R5232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI 012.1 Optional ..........--------------------------------------------- STAN DARD COMPLIANCE Safety UL1741,UL1699B,UL1998,CSA 22.2 W17 Grid Connection Standards IEEE1547 Emissions FCC partIS class B ...................... INSTALLATION SPECIFICATIONS ................ AC output conduit size AWG range 3/4"minimum 24-6 AWG 3/4"minimum 8-3 AWG A DC input conduit size It of strings ------ -2 strings 24-6 AWG 3/4"minimum 1-2 strings 14-6 AWG T AWG range 3/4"minimum 1 Dimensions with AC/DC Safety 30.5 x 12.5 x 7 30.5 x 12.5 x'7.5 in 30.5 x 12.5 x 10.5 775 x 315 x 260 Switch(HxWxD) 775 x 315 x 172 775 x 315 x 191 TOM Weight with AC/DC Safety Switch 51.2 23.2 541 88.4 40. Ilb kg Cooling Natural Convection Fans(user replaceable) 2S <50 Noise dBA The best phalce,for Solar enabled steams -Max.Operating Temperature Min. (CAN version-***-40 to+60) 'F/-C - Integrated art fault protection(Type 1)for,NEC,2011 6)0.111 compliance Range -13 to+140/-25 to FEE) - Superior efficiency(98%) Protection Rating NEMA3R For other region a I settings please contact SolarEdgo so pp. limited to 125%for locations he,,the yearly­ gh temperature 1111z,C olit�,ill,for­n­�h­it below 77'F/25'C. .s/, dc� - Small,lightweight and easy to install on provided bracket For detailed mm,=refer to httv I rage e =­'s�"' sr­�. e palf dize. - Built-in module-level monitoring ­A high or­I"or may be used;the in,e,te, ill limit its moot current to the values stated ....CAN P/Ns are eligible for the Ontario FIT and micooFIT(microFIT exc.SE I 140OA-US-CAN) - Internet connection through Ethernet or Wireless - Outdoor and indoor installation - fixed voltage inverter,DC/AC conversion only - Pre-assembled Al Safety Switch for faster installation rna EM ROHS - Optional-revenue grade data,ANSI 012.1 IF I SA S N!,AN Y I TA.LY f RAN jA PAN C H,N A J�1 P A Ll A k.E N E-i,�-R N DS AE, w,,A,,vr,s o a re ge.us 1, �11 ;6h -1 �(MREC�E n �IT'n- t­IMIZED B�S00KD16E I I I I I I �I I I I ii I I I So la Solar=@@ SolarEdge Power Optimizer Module Add-On for North America P300 1 P350 / P400 SolarEdge Power Optimizer P30O -_ -P 350 P400._. Module Add-On For North America (for 60.cell PV (for 72-aeII PV (fur 96cell PV modules) modules) modules) P300 / P350 / P400 • INPUT Rated Input DC Power0' 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 �"` r z • Maximum Short Circuit Current(Isc) 10 Adc Maximum DC Input Current 125 Adc A z ^ Maximum Efficiency 99.5 eighted Efficiency 98 Overrvoltage Category 18 pn iS _. a } € # OUTPUT DURING DgERAT Maximum Outut Curret A&[ON(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) a � 3 a^ Maximum Output Voltage _ 60 _ Vdc } a9V • OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) 'tom a - - Safety Output Voltage per Power Optimizer 1 Vdr, STANDARD r r � MIY !� EMC ..._ _ _. _.. FCC Part15 Class 8,IEC61000 6 2,IEC61000-6-3 COMPLIANCE Safety !EC62109 1(class II safety),uu741 RoHS Yes R, � ` " INSTALLATION SPECIFICATIONS .<zt Maximum Allowed System Voltage 1000 Vdc Dimensions(W x L x H) 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in .. - € Weight(including cables) 950/2.1 gr/Ib N ' -€ Input Connector MC4/Amphenol/Tyco _ Output Wire Type/Connector Double Insulated;Amphenol Output Wire Length 0.95/3.0 1.2/3.9 m/ft 1: Operating Temperature Range 40-+85/-40-+185 _ -C -F Protection Rating IP65/NEMA4 Relative Humidity 0-100 2 xmeasrcao e,of1h m die nnoa�e p p ��,o e,a�rea owed. - PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE s, a i - = INVERTER 208V 480V PV power optirt►i`zatidn at t4 MoC�Pet��-�12v$�= _ II Minimum String Length(Power Optimizers) 8 10 18 !I ` UP to ZS"%+nt9re ef�BrgY , Maximum String Length(Power Optimizers) 25 25 50 ++SU(3ertgP efficiency(99-5%) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes —Mitigates all ltypesofma ile mismatch losses from man afacturing tolerance to partial shading Flexible system design for maximum space utilization ! Fast installation with a single bolt 'Next generation maintenance with module-tevel monitoring I Module-level voltage shutdown for installer and firefighter safety <.... l,. ed C,.P.(._ , i I I i I i ill I II I i '45olarCity ZepSolar Next-Level PV Mounting Technology 'tSolarCity ZepSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs �t Oround Zep Interlock y s =howni IIiJY�y!Y� I ZeP C—Patbte PV Modute Irv- : ... Zep crows Roof Atbcnment Array Skvt I QOOMPATj Description Fq j e PV mounting solution for composition shingle roofs OOMPpS� • Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules lik Auto bonding UL-listed hardware creates structual and electrical bond U` LISTED Comp Mount Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs I Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to 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 Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 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 Zep 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 Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps zspats.com. '', 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 Of 2 WARNING PHOTOVOLTAIC POWER SOURCE Label -- :.- ' tNRNING ._ ;'_ 1NARNING D Code: NEC 690.31.G.3 ELECTRIC SHOCK HAZARD • ELECTRIC SHOCK HAZARD '40 NOT TOUGH TERMINALS 1 690.35(F) THE DC CONDUCTORS OF THIS Label Location: TERMINALS ON BE7TH LINE AND PHOTOVOLTAIC SYSTEM ARE • BE USED WHEN PHOTOVOLTAIC DC -LOf1D SIDES MAY BE ENERGIZED UNGROUNDED AND IS DISCONNECT Per ••- IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED NEC ••1 Label Location: •_ Location: PHOTOVOLTAIC POINT OF - MAXIMUM POWER-_ ' INTERCONNECTION _ Code: A WARNING: ELECTRIC SHOCK POINT CURRENT(Imp) Per _ 690.17.4; 690.54 HAZARD. DO NOT TOUGH MAXIMUM POWER-_V NEC 690.53 TERMINALS.TERMINALS ON POINT VOLTAGE(Vmp) BOTH THE LINEAND 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 V •- • • OPERATING VOLTAGE WARNING Per Code: ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED Label L• • CONDUCTORS MAY BE CAUTION UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per ••- SECOND SOURCE IS 690.64.13.4 PHOTOVOLTAIC SYSTEM Label • • WARNING ' P ELECTRICAL SHOCK HAZARD Code: CAUTION ' (POI)Location: DO NOT TOUCH TERMINALS ' TERMINALS ON BOTH LINE AND Per ••- LOAD SIDES MAY$E ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.13.4 IN THE OPEN POSITION .CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT LNHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING '• Per ..- INVERTER OUTPUT NEC Label Location: CONNECTION 690.64.B.7 PHOTOVOLTAIC AC - DO NOT RELOCATE Disconnect DISCONNECT Per Code: THIS ODEVICERRENT Conduit NEC 691 (CB): Combiner :• Distribution Disconnect Interior • • Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC 'C) (POI) (LC): Load Center OPERATING CURRENT A Per ••- Meter MAXIMUM AC OPERATING VOLTAGE V NEC 690.54 (-OI): Point of _ • • / 1 1' 1 a• / 1 1 1 1• 3055 Cleaview :a / 1 a' 1 '• 1' 1 • 1� 1 San Mateo,CA '1 LabelSet 1 •1 1 •1 �' ' 1 1 1 1 1 '• 1 •7 / 7 '7' 'l l •1 1 GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:Cutler Hammer Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE�I SE3800A-USDOOSN 2 �A�I- A -(44)TRINA SOLAR TSM-255PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:79 104 774 Inv 2: DC Ungrounded Inverter, 38170W. 24OV, 97.57; w�Unif- Disco and ZB,RGM,AFCI PV Module; 5W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance Tie-In: Supply Side Connection INV 2 -(1)SOAREDGE} E50DOA-,USOOOSNR Inverter, 5000W, $npD cB and ZB,RGM,AFCI Voc: 38.1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER CUTLER-HAMMER BRYANT Inverter 1 (E) WIRING CUTLER-HAMMER Disconnect (N) 125A Load Center 20OA/2P to Disconnect 9 7 SOLAREDGE B 50A [C] SE380OA-USOOOSNR2 C 20A/2P zgov SolarCity A L2 B L2 N 4 A I (E) LOADS GND _ ____ GND _ _, __________ _EGC -__ Dc- DC- I a r GEC N DC- DC- MP 1: 1x20 EGC------------ - EGC N i I I __ I Inverter 2 f" c EGCIGEC _ _ I CUTLER-HAMMER 6 ❑ I 2 I Disconnect 8 SOLAREDGE DG+ I I I SE5000A-USOOOSNR2 DG MP 2: 1x12 I ll LI I I i 3OA/2P C z�� ------------ - ------- Ecc GEC I � f",l2 DC+ TO120/240V N DC- 5 3 I SINGLE PHASE _ ____ ____ GNp _ _EGCI UTILITY SERVILE I I L GEC �E DG DC- MP 2: 1x12 I I -F- ---------------- ---♦J I I GND __ EGC--- --------- ---------- - ---- - EGC TRENCH I I -(1)Conduit Kit; 1" PVC, Sch. 40 Kit; 3/4" EMT �- PHOTO VOLTAIC SYSTEM EQUIPPED NTH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP O1 -(2)Ground Rod; 5/8' x 8% Copper B (1))CUTLER /DG222NRB A (1)SdarCit 4 STRING JUNCTION BOX (2)ILSCO}}IPC 4/0-#, 60A, 24OVoc, Fusible, NEMA 3R AC 2X2 SIYR GS, UNFUSED, GROUNDED DC InsulaE'xxl Piercing Connector, Main 4/0-4, Tap 6-14 -0)CUTLER- AMMER DG10ONB D\, f (1)BRYANT#BR48L125RP GroundIeutrdt; 60-100A, General Duty(DG) r V )Sp�ower�BoXEOptimerNA00WSH4, DC to DC, ZEP D Load Center, 125A, 120 24OV, NEMA 3R -(,)CUTLER-HAMMER /DS16FK Class R Fuse Kit -(1)CUTLER-HAMM /BR220 (1)AWG/6, Solid Bare Copper Breaker 20AP, 2 Spaces -(2)FERRAZ SHAYIAUT TRSOR PV BACKFEED OCP n d -(1)CUTLER-HAMMER II'DR230 Fuse; 50A, 25OV, Class RK5 -(1)Ground Rod; 5/8" x 8', Copper Breaker, 3OAE/2P, 2 Spaces (2)CUTLER-HAMMER (I DG222URB C Disconnect; 60A, 24OVac, Non-Fusible, NEMA 31? 1(N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(2)CUTLER-�1AMMER !DG1 00N8 ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Ground eutrd Kit; 60-100A, General Duty(DG) _. _ __----_.,-__. _.......... ____ _ _._.__... ..__...._... ......__.................................---- _ _....---_... ___ __.___..._.__ -. _... __- *.. ....._.. .....__.__.._.___.._......_._._._._ ---- 1)AWG�, THWN-2, Blade 1 AWG 6, THWN 2, Blade 1 AWG 10, THWN-2, Block Voc -500 VDC Isc =15 ADC * �'( � i6 ( ) / (2)AWG /10, PV WARE, Black Voc -500 VDC Isc =15 ADC .IQF(1)AWG;, 1HWN-2, Red - O I- I (1)AWG/10, THWN-2, Red ® (1)AWG/10, THWN-2, Red Vmp =350 VDC Imp=14.38 ADC O (1)AWG/6, Solid Bare Copper EGC Vmp =350 VDC Imp=14.38 ADC L=L(1)AWG J8, THWN-2, White NEUTRAL Vmp =240 VAC IMP=37 AAC L-L(1)AWG/10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=16 AAC (1 AWG 10, THNN-2, Green EGC - 1 Conduit Kit; 3 4'EMT L�J /. . . . . . . . . . . . .. . . . . . . . .(.) . .. .. . . -./. . MT -1. . . . . . . . . . . . . .70 AWG#8,.THWN-2,.Green , EGC/GEC,-(1)Conduit.Kit;,3/4'.EMT. .. . . . . . . .. . . . .-(1)AWC/8,.T}LNT1-2,.Green . EGC/GEC (1)Conduit.Kit;.3/4'.EMT,. _ . .. , . .. (1 AWG/10, THWN-2, Block Voc* =500 VDC Isc =15 ADC { (2)AWG/10, PV WIRE Block Voc* =500 VDC Isc =15 ADC (1)AWG#6 THWN-2, Blade (1)AWG/10, THWN-2, Blade O (1)AWG/10, THVIN-2, Red Vmp =350 VDC Imp=8,63 ADC O (1)AWG/6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.63 ADC (1)AWG/6, THWN-2, Red ®L_L(1)AWG/10, THWN-2, Red 1=L t (1)AWG , THNN-2, White NEUTRAL Vmp =240 VAC Imp=37 AAC (1)AWG X10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=21 AAC (l)AWG/10, 7HWN-2, Block Voc* =500 VDC Is =15 ADC 1 (2)AWG #10, PV WRE, Black Voc* =500 VDC Isc =15 ADC . .. . . . .-(1)AWG #6,,Solid Bare.Copper. GEC, , . -(1)Condit.Kit;.3/4'EMT. . _ . .I .. . . .. .-(1)AWG/8,.TIiWN-2,.Green , EGC/GEC.-(1)Conduit.Kit;.3/4�.EMT, © (1)AWG/10, THWN-2, Red Vmp =350 VDC Imp=8.fi3 ADC O (1)AWG/6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.63 ADC (1)AWG/10, THW472,.Green EGC s PREMISE OWNER: DESCRIPTION: DESIGN: } CONTAINED L- THE INFORMATION HEREIN Joe NUMBER: JB-010795 00 ZIVASATIANRACH, NAVAPORN ZIVASATIANRACH RESIDENCE ,lames Turschmann ``"1,SO�af�� 1. e CONTAINED SHALL NOT BE USED FOR THE _� ■ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: i-. - NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 201 GROVE ST 11.22 KW PV ARRAY 4" PART TO OTHERS OUTSIDE THE RECIPIENT'S ►wo Comp NORTHAMPTON MA 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (44) TRINA SOLAR # TSM-255PD05.18 24 st Martin Drive,Guiding 01752 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV DATE T. (650)638-1026 : (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters (413) 214-2160 THREE LINE DIAGRAM PV 5 a 3/23/2015 (888)-sa-CITY(765-2489) www.solarcitycom (E) 20 (E) 2x4 (E) 2x4 S1 S1 „ S1 5'-10"— 4'-8" _9„ 4'_g" 1'— (E) LBW 1'_ (E) LBW " B SIDE VIEW OF MP2 NTS SIDE VIEW OF MP3 NTS _3('E) LBW MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP3 X-SPACING X-CANTI LEVER Y-SPACING Y-CANTILEVERI NOTES LANDSCAPE 72" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED A SIDE VIEW OF M P I NTS PORTRAIT 48" 19" PORTRAIT 48" 19" TOP CHORD 2X4 @ 24"OC ROOF AZI 259 PITCH 24 STORIES: 1 ROOF AZI 79 PITCH 24 ARRAY AZI 259 PITCH 24 TOP CHORD 2X4 @ 24 OC ARRAY AZI 79 PITCH 24 STORIES: 2 P 9 BOT CHORD 2X4 @24"OC Comp Shingle BOT CHORD 2x4 @24"OC Comp Shingle MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20" N OF RAFTER 2x4 @ 24"OC ROOF AZI 169 PITCH 39 STORIES: 2 ARRAY AZI 169 PITCH 39 0�` NG C.J. 2x4 @24"OC Comp Shingle o � `'i I L C" PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER � NAL EN 3/23/2015 & FENDER WASHERS LOCATE GRADE COMPACTED BACKFILL ZEP LEVELING FOOT 1) LOCA110NA AND DRILL PILOT ( ZEP ARRAY SKIRT (6) HOLE. 8" 6 �— UNDISTURBED SOIL (4) (2) SEAL PILOT HOLE WITH o ZEP COMP MOUNT C POLYURETHANE SEALANT. Cl U z ZEP FLASHING C (3) (3) INSERT FLASHING. N RED WARNING TAPE (E) COMP. SHINGLE W/ TRACE WIRE (1) I (4) PLACE MOUNT. N (E) ROOF DECKING (2) l APPROVED BACKFILL G(5) INSTALL LAG BOLT WITH 5/16 DIA STAINLESS (5) SEALING WASHER. 3"�' STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES SCHEDULE 40 PVC WITH SEALING WASHER C(6)F- CONDUIT TALL LEVELING FOOT WITRENCH DETAIL (2-1/2" EMBED, MIN) BOLT & WASHERS. T1 Scale: 3/4"=1'-0" (E) RAFTER S 1 STAN DOF�/2 Scale: " = 1' J B-010795 0 0 PREMISE OIYNER. DESCRIPTION: DESIGN: CONFlDEN7IAL— THE INFORMATION HEREIN p6 NUMBER: `\�ta CONTAINED SHALL NOT BE USED FOR THE ZIVASATIANRACH' NAVAPORN ZIVASATIANRACH RESIDENCE James Turschmann , BENEAT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �501arCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 201 GROVE ST 11.22 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES NORTHAMPTON MA 01060 ORGANIZATION, EXCEPT IN CONNECTION MATH 24 St.Martin Drive,Bulding 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (44) TRINA SOLAR # TSM-255PDO5.18 REV pA�; Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME L (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. '"�� (413) 214-2160 STRUCTURAL VIEWS PV 3 G 3/23/2015 (888)—SOL-CITY(765-2489) www.Warcity.com Multiple Inverters � t <' z PITCH: 39 ARRAY PITCH:39 X MP1 AZIMUTH: 169 ARRAY AZIMUTH: 169 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 24 ARRAY PITCH:24 MP2 AZIMUTH:259 ARRAY AZIMUTH:259 MATERIAL:Comp Shingle STORY: 1 Story -; PITCH: 24 ARRAY PITCH:24 MP3 AZIMUTH:79 ARRAY AZIMUTH:79 MATERIAL:Comp Shingle STORY: 2 Stories t t C \ } y N B Inv AC �t{ OF LEGEND (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO S DIAL EN O & WARNING LABELS 3/23/2015 TS � DC DISCONNECT & WARNING LABELS Digitally signed by Nick Gordon Date:2015.03.23 15:54:25-07'00' © AC DISCONNECT & WARNING LABELS 0 O DC JUNCTION/COMBINER BOX & LABELS Inv AC Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS I O DEDICATED PV SYSTEM METER '1 STANDOFF LOCATIONS MPl CONDUIT RUN ON EXTERIOR A CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED (E)DRIVEWAY r/_`, 1k 11 INTERIOR EQUIPMENT IS DASHED L 'J 201 Gravest SITE PLAN N Scale:1/16" = 1' W 01' 16' 32' E S PREMISE OWNER: DESORPTION: DESIGN: CONTAINED ALA THE INFORMATION HEREIN roe NUMBER: JB-010795 00 ZIVASATIANRACH, NAVAPORN ZIVASATIANRACH RESIDENCE James Turschmann r24 �Olar.�`'}CONTAINED SHALL NOT E USED FOR THE `■■ Y BENEFlT OF ANYONE EXCEPT SOLARCIIY INC., MOUNIMIG SYSTEM:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 201 GROVE ST 11.22 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS NORTHAMPTON MA 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (44) TRINA SOLAR # TSM-255PDO5.18 t Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAME SHEET: REV DALE T: (650)638-1028 F:A(650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters (413) 214-2160 SITE PLAN PV 2 a 3/23/2015 (666)-SOL-aTY(765-2469) mmedarcitycan 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. ady of Northampton CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING Building Department DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN plan Review EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING Nort2h112 Mai , Street 60 EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, 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 HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 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 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 POI 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 Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS ut etR ch DIAGRAM GENEAL NOTES CheAtta 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 : r s UTILITY: National Grid USA (Massachusetts Electric) J B-010795 0 0 PREMISE OwItEre DESCRIPTION: DAN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER �\\�} � CONTAINED SHALL NOT BE USED FOR THE ZIVASATIANRACH, NAVAPORN ZIVASATIANRACH RESIDENCE James Turschmann -';,;So�arCity NORESHALL ITNBEN DISCLOSED IN WHOLE ORCIN MOUNTING Mount 201 GROVE ST 11.22 KW PV ARRAY A�i PART TO OTHERS OUTSIDE THE RECIPIENT'S Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES NORTHAMPTON, MA 01060 TMK OWNER:* 24 St Martin Drive,Building z Unit 11 THE SALE AND USE OF THE RESPECTIVE (44) TRINA SOLAR # TSM-255PDO5.18 SHEET: RM. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTEk PAGE Nom' T: (650)638-1026 F: (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters (413) 214-2160 COVER SHEET PV 1 (1 3/23/2015 (866)-SCI-CITY(765-2469) www.adarcitycom DocuSign Envelope ID:705D3F65-A803-4159-9AOF-CC9616C1ED49 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name: Navaporn Zivasatianrach EXPLANATION OF THIS RIGHT. 24.ADDITIONAL RIGHTS TO CANCEL. N _ IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL Signature: THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO Date: 3/13/2015 COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 3/13/2015. If you don't sign this PPA and return it to us on or prior to 30 days after Customer's Name: 3/13/2015, SolarCity reserves the right to reject this PPA unless you agree to our then current pricing. Signature: Date: SolarCity. Power Purchase Agreement SOLARCITY APPROVED Signature: LYNDON RIVE, CEO (PPA) Power Purchase Agreement Date: 3/13/2015 0 0 Solar Power Purchase Agreement version 8.3.3 620077 DocuSign Envelope ID:705D3F65-A803-4159-9AOF-CC9616C1ED49 SolarCity. Power Purcf ase Agreement Here are the key terms of your SolarCity Power Purchase Agreement Date: 3/13/2015 0 11000 20years System installation cost Electricity rate per kWh Agreement term Our Promises to You • We insure,maintain,and repair the System(including the inverter)at no additional cost to you,as specified in the agreement. • We provide 24/7 web-enabled monitoring at no additional cost to you,as specified in the agreement. • We warranty your roof against leaks and restore your roof at the end of the agreement,as specified in the agreement. • The rate you pay for electricity,exclusive of taxes,will never increase by more than 2.90%per year. • The pricing in this PPA is valid for 30 days after 3/13/2015. • We are confident that we deliver excellent value and customer service.As a result,you are free to cancel anytime at no charge prior to construction on your home. Estimated First Year Production 12,290 kWh Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Navaporn Zivasatianrach 201 Grove St 201 Grove St Northampton, MA 01060 Northampton, MA 01060 Options for System purchase and transfer: Options at the end of the 20 year term: • If you move,you may transfer this agreement to the purchaser of your • SolarCity will remove the System at no cost to you. Home,as specified in the agreement. • You can upgrade to a new System with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. • You may purchase the System from SolarCity for its fair • These options apply during the 20 year term of our agreement and not market value as specified in the agreement. beyond that term. • You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. 3055 CLLAHVII W WAY, SAN MAI LU, CA 94402 888.SOL.CITY ( 888.765.2489 I SOLARCITY.COM MA HIC 168572/EL-1136MR Document Generated on 3/13/2015 Q �Q 620077 Mak 91 r STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro parties Overhang 1.16 ft Actual W 1.50" Roof System Pro ernes San 1 5.77 ft Actual D 3.50" Number of Spans w/o Overhang) 2 San 2 4.67 ft Nominal Yes Roofing Material Comp Roof San 3 A 5.25 in A2 Re-Roof No San 4 S. 3.06 in.^3 Plywood Sheathing Yes San 5 1. 5.36 in.^4 Board Sheathing None Total Span 11.60 ft TL Defi'n Limit 120 Vaulted Ceiling No PV 1 Start 1.67 ft Wood Species MSR Ceiling Finish 1/2"Gypsu m Board PV 1 End 11.67 ft Wood Grade Rafter Sloe 240 PV 2 Start Fb 1650 psi Rafter Spacing 24"O.C. PV 2 End F. 160 psi Top Lat Bracing Full PV 3 Start E 1500000 psi Bot Lat Bracing At Supports PV 3 End Emin 766000 psi Member Loading mary Roof Pitch 6/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.09 9.9 psf 9.9 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load LL Sl. 40.0 psf x 0.7 1 x 0.7 28.0 psf 28.0 psf Total Load(Governing LC I TL 1 37.9 psf 41.1 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Q(Ct)(IS)p9; Ce=Ct=I5=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 0.96 1 1 1 1.15 Member Anal sis Results Summary Maximum Max Demand 0 Location Capacity DCR Shear Stress 71 psi 1.2 ft. 184 psi 0.39 Bending W Stress 718 psi 3.6 ft. 2182 psi 0.33 Bending - Stress -1068 psi 6.9 ft. -2090 psi 0.51 Governs Total Load Deflection 0.13 in. 590 3.8 ft. 0.63 in. 120 0.20 CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Co Mp M oWnj TvDe C Roof Slope 240 Rafter Spacing 24"O.C. Framing Type Direction Y-Y Rafters Pudin 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 Criteria 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 I 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor K:t 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 Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC 0.45 Fig.6-11B/CdD-14A/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 -224 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 44.7°to X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 19" 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 49.6% LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description MP2 Existing Roofing Material Comp Roof (2 Layers) 5.0 psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 9 psf MP2 9.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 6/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 0.925 Section 4.9 Reduced Roof Live Load Lr 4=Lo(RL)(R2) Equation 4-2 Reduced Roof Live Load Lr 18.5 psf MP2 18.5 DSf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 240 I Horiz. Distance from Eve to Ridge W 12.8 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed 1.0 Table 7-2 Snow Thermal Factor Ct All structures except l s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load(w/ Pf-min 28.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load pf= 0.7(Ce)(Ct)(I)pg; pf 2! pf-min Eq: 7.3-1 pf 28.0 psf 70% ASCE Design Sloped Roo now Load Over Surroundlinq Roof Surface Condition of Surrounding Cs-roof All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over Ps-roof= (C:-.ter)Pf ASCE Eq: 7.4-1 Surrounding Roof PS'`OOf 28.0 Psf 70% ASCE Design Sloped Roo Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV Ps-pv= (Cs-pv)Pf ASCE Eq: 7.4-1 Modules PS-PV 28.0 psf 70% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Pro ernes San 1 5.80 ft Actual D 3.50" Number of Spans w/o Overhang) 2 San 2 4.65 ft Nominal Yes Roofing Material Comp Roof San 3 A 5.25 in A2 Re-Roof No San 4 S. 3.06 in.^3 Plywood Sheathing Yes San S 1. 5.36 in.^4 Board Sheathing None Total Span 11.61 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.75 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.67 ft Wood Grade #2 Rafter Slope 240 PV 2 Start I Fb 875 psi Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3Start E 1400000 psi Bot Lat Bracing I At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 6/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.09 9.9 Psf 9.9 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.93 18.5 esf Live/Snow Load LL Sl. 40.0 psf x 0.7 1 x 0.7 28.0 psf 28.0 psf Total Load(Governing LC TL 1 1 37.9 Psf 41.1 Psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Q(Q(Ij p,; Ce=Ct=I5=1.0 Member sign Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.94 1.5 1.15 Member Anal sis Results Summary Maximum Max Demand 0 Location Capacity DCR Shear Stress 71 psi 1.2 ft. 155 psi 0.46 Bending + Stress 729 psi 3.6 ft. 1736 psi 0.42 Bending - Stress -1072 psi 7.0 ft. -1635 psi 0.66 Governs Total load Deflection 0.14 in. 538 3.8 ft. 0.63 in. 120 0.22' CALCULATION OF DESIGN WIND LOADS- MP1 Mounting Pane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Cqmp Mgunt jygtL Roof Slope 390 Rafter Spacing 24"O.C. Framing Type/ 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 Criteria 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 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 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 16.7 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC ) Equation 6-22 Wind Pressure U -15.8 Psf Wind Pressure Down 14.6 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 -282 Ibs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 56.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" 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 -313 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 62.5% LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV System Weigh s 3.0 psf Roof Dead Load Material Load Roof Category Description MPi Existing Roofing Material Comp Roof (2 Layers) 5.0 psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in.O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 9 Psf(MP1) 9.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 10/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 0.725 Section 4.9 Reduced Roof Live Load Lr 4= Lo(Ri)(R2) Equation 4-2 Reduced Roof Live Load Lr 14.5 psf(MPI) 14.5 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 390 Horiz. Distance from Eve to Ridge W 16.6 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed 1.0 Table 7-2 Snow Thermal Factor Cf All structures except l s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load(w/ Pf-min 28.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load pf pf= 0.7(Ce)(Cf)(I)pg; pf>_ pf-min Eq: 7.3-1 28.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roo Surface Condition of Surrounding Cs-roof All Other Surfaces Figure 7-2 Roof 0.8 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq:7.4-1 Surrounding Roof Ps-roof 21.7 psf 54% ASCE Design Sloped Roo Snow Load Over PV Modules Surface Condition of PV Modules Cs_PV Unobstructed Slippery Surfaces Figure 7-2 0.5 Design Snow Load Over PV PS-PV= (Cs-pv)Pf ASCE Eq:7.4-1 Modules PS- 13.4 Psf 34% F] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1 Lower.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 63 Fv' = 155 fv/Fv' = 0.41 Bending(-) fb = 281 Fb' = 1719 fb/Fb' = 0.16 Live Defl'n -0.00 = <L/999 0.11 = L/180 0.02 Total Defl'n -0.00 = <L/999 0.16 = L/120 0.02 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb' - 875 1.15 1.00 1.00 0.991 1.500 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 228, V design = 221 lbs Bending(-) : LC #2 = D+S, M = 72 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S 12, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 8e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012),the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists,wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWorkso 50FIWAN fOB WOOD IMAM;,1 Mar. 19, 2015 13:29 MP1 Lower.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 9.00 (24.0) * psf PV-DL Dead Full Area No 3.00 (24.0) * psf SL Snow Full Area No 27.20 (24.0) * psf DL-Upper Dead Point No 2 .50 101 lbs SL-Upper Snow Point Yes 2 .50 175 lbs *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 3-6 0' 1' 2'-3" 2'-6" Unfactored: Dead 46 175 Snow 90 303 Factored: Total 136 478 Bearing: F'theta 603 603 Capacity Joist 792 478 Supports 586 619 Anal/Des Joist 0.17 1.00 Support 0.23 0.77 Load comb #3 #2 Length 0.50* 0.53 Min req'd 0.50* 0.53 Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for interior supports MP1 Lower Lumber-soft, S-P-F, No.1/No.2, 2x4 (1-1/2"x3-1/2") Supports:All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length: 3'-6.0"; Pitch: 10/12; Lateral support:top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1 Upper.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 35 Fv' = 155 fv/Fv' = 0.23 Bending(+) fb = 684 Fb' = 1504 fb/Fb' = 0.45 Bending(-) fb = 68 Fb' = 1243 fb/Fb' = 0.05 Live Defl'n 0.12 = L/846 0.56 = L/180 0.21 Total Defl'n 0.22 = L/454 0.85 = L/120 0.26 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fb1 - 875 1.15 1.00 1.00 0.826 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 219, V design = 195 lbs Bending(+) : LC #2 = D+S, M = 431 lbs-ft Bending(-) : LC #2 = D+S, M = 43 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWorkso Mar. 19, 2015 13:28 MP1 Upper.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 9.00 (24.0) * psf PV-DL Dead Full Area No 3 .00 (24.0) * psf SL Snow Full Area No 27.20 (24.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 10'-2.1„ 0' 6'-6" 7'-6" Unfactored: Dead 101 134 Snow 175 234 Factored: Total 276 368 Bearing: F'theta 599 599 Capacity Joist 449 786 Supports 586 586 Anal/Des Joist 0.61 0.47 Support 0.47 0.63 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.75 Cb min 1.00 1.75 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP1 Upper Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports:All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length: 10'-2.1"; Pitch: 10/12; Lateral support:top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); 03.23.2015 SolarCityV P System Stru ctu ra 1 Version#42.7 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Zivasatianrach Residence AHJ: Northampton Job Number:! 010795 Building Code: MA Res. Code, 8th Edition Customer Name: Zivasatianrach, Navaporn Based On: IRC 2009/IBC 2009 Address: 201 Grove St ASCE Code: ASCE 7-05 City/State: Northampton, MA Risk Category: II Zip Code 01060 Upgrades Req'd? No Latitude/Longitude: 42.307941 -72.651529 Stamp Req'd? Yes SC Office: Springfield PV Designer: James Turschmann Calculations: Ran Atwell EOR: Nick Gordon P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.22462 < 0.4g and Seismic Design Category(SDQ = B < D mom 1/2-MILE VICINITY MAP ROCM _QMpul.sh of Massachusetts EOEA. U.S. Geological Survey. USDA Farm Service Agency 66 201 Grove St, Northampton, MA 01060 Latitude:42.307941, Longitude: -72.651529,Exposure Category:C Version #42.7 SolarCity March 23,2015 N OF Project/Job# 010795 0?� N G RE: CERTIFICATION LETTER o � Project: Zivasatianrach Residence " I L CM 201 Grove St Q 9 � Northampton, MA 01060 tic' F lS S NAL EN To Whom It May Concern, 3/23/2015 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: 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 - MP1: Roof DL= 9 psf, Roof LL/SL= 21.6 psf(Non-PV Areas), Roof LL/SL= 13.6 psf(PV Areas) - MP2: Roof DL= 9 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL= 28 psf(PV Areas) -MP3: Roof DL= 9 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 On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Nick Gordon, P.E. Professional Engineer Digitally signed by Nick Gordon Main: 888.765.2489 Date:2015.03.23 15:54:43-07'00' email: ngordon @solarcity.com 3055 Ciearview Way San Mateo, CA 9=1402 T(650)6;38-1028 (888)SOL (sITY F(650)638-1029 so!arcity.coin DATE(MM/DDIYYYY) ACORV CERTIFICATE 4F LIABILITY INSURANCE 0e12s/2014 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(ies)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 does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME.._.._. MARSH RISK&INSURANCE SERVICES PHONE --- 1 AX - 345 CALIFORNIA STREET,SUITE 1300 CALIFORNIA LICENSE NO-0437153 E MAIL SAN FRANCISCO,CA 94104 aDORES ,_ — —_ _ INSURERS)AFFORDlH6 COVERAGE NAIC K 99&301-STND-GAWUE-14.15 INSURER,A, Liberty Mutual Fire Insurance Company 16586 _ _ INSURED _.. _. _..... __.. __.... INSURER B Liberty Insurance Corporation 42404 Ph(650)963.5100 ...... _. SolarCity Corporation INSURER C:NIA _ NIA 3055 Ciearview Way INSURER D: San Mateo,CA 94402 _...__ ......_...._................... INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269-02 REVISION NUMBER: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 INSURANCE 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. _ .__......._._ _ - _ ILTR I _.--ADDL�$UBRi.. ..__......... _ .._........... ......_.�— ._.��,LIOY EFF....,_.POUCY E%P-�_ LIMITS TYPE OF INSURANCE POLICY NUMBER WDD MMIDD/YYYY A GENERAL LIABIUTY TB2-661-066265.014 0910112014 0910112015 EACH OCCURRENCE $ 1,000,000 DAMAGE to RENTED .....­ X-1 COMMERCIAL GENERAL LIABILITY f PRE MISES_(Ea occurrence)„_ $ 100000 CLAIMS-MADE I X I OCCUR MED EXP(Anyone person) S 10'000 _.. _ ..0 PERSONAL b AOV INJURY $..... ..__.. 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEM'LAGGREGATELIMITAPPLIESPER PRODUCTS GOMPlOPAGG S. 2000000 PRO- Deductible $ 25,000 X POLICY X LOG JFCT A AUTOMOBILE LIABILITY A52 661066265.044 09101/2014 091)112015 COMBINED SINGLE LIMIT 1 0IOW _(Ea accitlant ___.. X l ANY AUTO BODILY WJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS {f'er acprdent) X ,Phys.Damage i COMPICOLLDEO: $ $1,0001$1,000 UMBRELLALIAB OCCUR EACH OCCURRENCE $ _. EXCESS UAB CLAIMS-MADE` AGGREGATE $ ......... _ _._ DED RETENTION$ $ B WORKERS COMPENSATION WA7-66D-066265-024 09/0112014 i 09101/2015 X WG STATU 0TH- ;AND EMPLOYERS'LIABILITY TORY LIMITS _..... ER B WC7-661-066265-034(WI) 09101/2014 09101/2015 1000000 ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N E L EACH ACCIDENT $.L­LL OFFiCER/MEMSER EXCLUDED? i N/A •yVC DEDUCTIBLE:$35Q040' __ _ B (Mandatory in NH) E L DISEASE•EA $ 1,000,000 it yes,describe under - -.- _- ........._...._. .__...... _1.0OO.OdO DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ i i i DESCRIPTION OF OPERATIONS f LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCily Corporaion SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolelo 0 1888-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts J Department of IndustriolAccidents QJf7ce of Investigations a I Congress Street,Suite 100 Boston,MA 02114-2017 wwwmass govldia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers ApIRlicant Information Please Print Le gib Name(Business/Organization/individual): `S'OLARCITY CORP Address:3055 CLEARVIEW WAY City/State/Zip:SAN MATEO, CA 94402 Phone#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.X 1 am a employer with 5000 4. E] I am a general contractor and[ ❑ _* have hired the sub-contractors New construction employees{full and/or part-time). 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. d Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' q E]Building addition [No workers' camp. insurance camp. insurance. required.) 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 1 LE] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152,§1(4),and we have no l3.®Other SOLAR/PV employees. [No workers' .�.... _. comp, insurance required.) "Any applicant that checks box#l must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing tworkeis'campensadfon insurance for City employees. Below is the policy and job site information. insurance Company Name:LIBERTY MUTUAL INSURANCE COMPANY Policy ft or Self-ins.Lic. #:WA7-66D-066265-024 Expiration[pate:09/01/2015 Job Site Address: City/State/7.ip:NQl2—'f N H-mPT bN Mr)- 0100 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration da(e). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do lierehy cert6fy troller lite{rains anti enaldes of perjury ilial lire iufornintion provided above Is true and correct. Phone#: Official use only. Do not write in this area,to be completer)by city or town official. City or Town: Permit/License# Issuing Authority(eircle one): 1,Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector S.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 4nre Telephone 9.Resaistered Home Improvement Contractor: Not Applicable ❑ SOLARCITY/Corey Blackwood 168572 Company Name Registration Number 604 SILVER ST AGAWAM MA 01001 3/8/2017 Ad ss I Expiration Date ` -t Telephone 518-380-6623 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 Exeal flon 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 building 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 existinlhome,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 ca.If New horse 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 Navaporn Zivasatianrach I, , as Owner of the subject property hereby authorize SOLARCITY/Corey Blackwood to act on my behalf, in all matters relative to work authorized by this building permit application. 3/27/15 Signature of Owner Date SOLARCITY/Corey Blackwood 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. Corey Blackwood Print a e 3/27/15 Signature of Owner/ gent Date L 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? 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 DONT 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 !hO 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,gr 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. Aert use o ity of Northampton Stews d#F' rrrrit " uilding Department Ct CoUlDrivavowoermit 3 O ff+ 212 Main Street Sewer1$epticl v ilaoility Room 100 A'Nat+erl VO Ilabill r: ; No hampton, MA 01060 TwSetsofStrutuar � Electric,Plumbing&Gys Ins Qe Northampton, r�t� s 87.1240 Fax 413-587-1272 P1W l l lrr . pi4#(19�I �b gthpr.Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 201 Grove St. Northampton, MA 01060 Map Lot unit Zone Overlay District Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Navaporn Zivasatianrach 413-214-2160 Name(Print) Current Mailing Address: 201 Grove St.Northampton,MA 01060 Telephone Signature 2.2 Authorized Agent: SolarCity Corp/Corey Blackwood 604 Silver St Agawam MA 01001 Na C(Print) Current Mailing Address: 518-380-6623 ature t Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 9,000 (a)Building Permit Fee 2. Electrical 20,000 (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) 29,000 Check Number This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0912 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 24 ST MARTIN DR BLDG 2,UNIT 11 MARLBOR001752(888)765-2489(2358) PROPERTY LOCATION 201 GROVE ST MAP 38A PARCEL 034 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Tvneof Construction: INSTALL ROOF MOUNTED 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: proved 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 from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demol' Si o Mu' 'ng is 6 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. 201 GROVE ST BP-2015-0912 GIs#: COMMONWEALTH OF MASSACHUSETTS MW:Block: 38A-034 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-0912 Project# JS-2015-001769 Est. Cost: $29000.00 Fee: $174.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sa. ft.): 13068.00 Owner: ZIVASATIANRACH NAVAPORN Zoning:URB(,100)/ Applicant: SOLARCITY CORP AT. 201 GROVE ST Applicant Address: Phone: Insurance: 24 ST MARTIN DR BLDG 2,UNIT 11 (888) 765-2489 (2358) Workers Compensation MARLBOROMA01752 ISSUED ON.313112015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 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: Final: 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: FeeType: Date Paid: Amount: Building 3/31/2015 0:00:00 $174.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner