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42-147 solar a r=ee Single Phase Inverters for North America s o I a r SE3000A-US i SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US!SE10000A-US/SE1140OA-US SE3000A-US�.SE380OA US..� SESOOOA-US II SE6000A USi SE760OA US. SE1000OA-USI SE1140OA-US !. OUTPUT -_l _ - - - 3800 - 5000 '- -6000 7600 - 9980 @ 208V -11400 - VA SolarEd a Single Phase Inverters � Nominal AC Power Output 3000 10000 @240V Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 109 @24UV 10800 50 12000 VA For North America - 545°@24°� AC Output Voltage Min:Nom:Max* _ 183-208 229 Vac SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ AC Output voltage Min.-Nom.-Max.* SE760OA-US/SE10000A-US/ SE1140OA-US All Frequency yMin. _ AC Frequency Min.-Nom.-Max." 59.3-60-60.5(with HI country setting 57-60-.60.5) Hz Max.Continuous Output Current 12.5 ', 16 24 @ 208V 25 32 48 @ 208V 47.5 A 21 @ 240V 42 @ 240V .. GFDt _ 1 A Utility Monitoring,(sanding Protection,Country Configurable Yes may, erte� Thresholds - G` INPUT 15 Recommended Max.DC Power** r �¢at5 3750 4750 6250 7500 9500 12400 14250 W .: s�WSIT (STC). ,'' ,�. ��• °�' Transformer-less,Ungrounded Yes •` - '`' alias,.: " �. s Max.Input Voltage .... .. .. 500. _. .. Vdc ! Nom.DC Input Voltage 325 @ 208V/350 @ 240V. _ Vdc Max.In ut Current*** 9 5 13 16.5 @ 208V 18 23 33 @ 208V 34.5 Adc . -' _ p 15.5 @ 240V 30.5 @ 240V Max.Input Short Circuit Current 30 45 Adc Reverse-Polarity Protection �. ,. Yes _.. -.. Ground-Fault Isolation Detection 6001ot Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 88.3 98 98 98 97.5 @ 208V 97 @ 208V -° CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 % .; 98 @ 240V .. 97.5 @ 240V ..>.: ..._' Nighttime Power Consumption_- <2.5 -_.. -.._ -.-.. -..... . <4 W... ` --: ADDITIONAL FEATURES ---- ,. Supported Communication Interfaces RS48S,RS232,Ethernet,ZlgBee(optional) Revenue Grade Data,ANSI C12.1 _.. - _. Optional. ---- :. STANDARD COMPLIANCE �.. Safety UL1741,U1_16998,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC partly class INSTALLATION SPECIFICATIONS -- --- ---- -- AC output conduit size/AWG range 3/4"minimum/24-6 AWG 3/4"minimum(8 3 AWG _ DC input conduit size/p of strings/ * AWG range 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in/ ., 30.Sx12.5x 10.5/775x315x260 Switch(HxWxD) 775 x 315 x 172 775 x 315 x 191 Illm, Weight with AC/DC Safety Switch 51.2/23.2 54.7/24,7 88.4/40.1 lb/kg Cooling Natural Convection Fans(user replaceable) The best choice for SolarEdoe enabled systems MO1S- <25 _ <so F - a Y Mm.-Max.Operating Temperature -13 to+140/-25 to+60(CAN version****-40 to+60) "F -C - Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Range _ Superior efficiency(98%) Protection Rating vEnnA 3R For other reg onal settings please contact 5olarEdge support. — Small,lightweight and easy to install on provided bracket umitedtolu%for locations where the Yearly average high temperature,,above]/'Fn5•C and to 135%for locations where it is below 774/25 C. For detailed information,refer to fin"'11 l d 1fil /df/inverter d,o eu de pelf — Built-in module-level monitoring ;;'A higher t entsourcemaybeused;hei xerterwiullmit c t,i,p,tcurrenttothevaluesstated. "CAN P/Ns are eligible for the Ontario FIT and m'rcF1T hn­FIT exc.SE11400A-US-CAN). Internet connection through Ethernet or Wireless Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only — Pre-assembled AC/DC Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 Is a :-r cc L,SA-6ERFJAN1-ITA!Y-FRAN.e JAP;1N t:liNA-X1 ,FRAI_IA-TI-IISF] TTALRLr,NDS-ISRAIiI WWW.SOla3fE'C�gE.US • so I a r - e • = solar " • • SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North America (for 60-cell PV (for 72-cell PV (for 96-cell PV modules) modules) modules) PDT P300 / P350 / P400 Rated Input DC Power" 300 350 400 W _ Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPT Operating Range 8-48 8-60 8-90 Vdc Maximum Short Circuit Current List) 10 Adc n • Maximum DC Input Current 12.5 Ad c Maximum Efficiency 99.5 Weighted Efficiency 98.8 Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Ad, Maximum Output Voltage 60 Vdc • OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimaer 1 Vdc -: STANDARD CO_MPLIANCE..- -.-. - l EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS Yes '? INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions(W x L x H) 141 x 212 x 40.5/5.55 x834x 1.59 mm/in Weight(including cables) 950/21 gr/Ib Input Connector MC4/Amphenol/Tyco Output Wire Type/Connector Double Insulated,Amphenol Output Wire Length 095/3,0 1.2/3.9 m j ft Operating Temperature Range -40 X85/-40-+185 -C/ F Protection Rating IP65/NEMA4 Relative Humidity 0-100 % r—,1 ITI Is—om,mo ,.—, a 1.1,l,�,,uowoa PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER _ 208V 480V PV power optimization at the module-level Minimum String Length(Power Optimizers) 8 10 18 Up to 25%more energy Maximum String Length(Power Optimizers) 25 25 50 Superior efficiency(99.5%) Maximum Power per String 5250 6000 12750 W Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Parallel Strings of Different Lengths or Orientations Yes — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety sr. rr.lnf�v Y F IA­a. n' sl+An A,irl II:�'iI www.sDlaredge.II i � ees,gn �� CS6P-235/240/245/250/255PX Net�rooahFta� Nr- CanadianSolar Electrical Data Black-framed ste T Temperature Characteristics STC CS6P-235P CS6P-240P CS6P-245P C86P•250PX CS6P-255PX em p Nominal Maximum Power(Pmax) 235W 24OW 245W 25OW 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Pmax -0.43%/°C NewEdge Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%/`C Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V -37.2V 37AV, ._Isc 0.065_//°C Black-framed Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9 o0A Normal Operating Cell Temperature 45±2°C Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% -Operating Temperature -40°C-+85°C Performance at Low Irradiance Maximum System Voltage _ _1oo0V 0EC)/600V(UQ Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification - ClassA irradiance of 1000w/m'to 200w/m' Power Tolerance 0—+5W (AM 1.5,25"C) Next Generation Solar Module - - — -- Under Standard Test Conditions(STC)of irradiance of 1000W/m',spectrum AM 1.5 and cell temperature of 25'C NewEdge,the next generation module designed for multiple - - - - - Engineering Drawings NOCT CS6P•235P CS6P-240PXCS6P-245PX CS6P-250PX CS6P-255PX types of mounting systems,offers customers the added Nominal Maximum Power(Pmax) now n4W 178W 181W 185w value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 27AV 27.5V 27SV -- appearance,auto groundingand theft resistance. Optimum Operating Current(Imp) 6.27A 6.39A 6.49A 6.60A 6.71A 1 Open Ci rcu i t Vo lta ge(Voc) 33.9V 34.OV 34.1V 34.2V 34AV The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Isc) 6.86A 6.96n 7.osA �.isn zzsA .�d IIICOfpOratlrlg the groundbreaking Zep compatible frame. Under Normal Operating Cell Temperature,Irradiance of 800 W/m',spectrum AM 1,5,ambient temperature 20C, -".,... wind speed 1 m/s The specially designed frame allows for rail-free fast installation with the industry's most reliable grounding Mechanical Data 1 system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars Key Features silicon cells laminated with a white back sheet and framed Cell Arrangement 60(6 x 10) with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1_57in) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2 Ibs) reduces installation time quality aesthetic module with lowest system cost. Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy • Lower system costs can cut rooftop .l-Box IP65,3 diodes installation costs in half Best Quality __ __ __ ___ ___- �_ ate __J Cable 4mm2(IEC)/12AWG(UL),1000mm • 235 quality control points in module production --- - - --- _- Connectors MC4 or MC4 Comparable • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects Standard Packaging(Modules per Pallet) 24pcs - with auto leveling and alignment • Current binning to improve system performance - • Accredited Salt mist resistant Module Pieces per container(40 ft.Container) 672pcs(40'HQ) • Built-in hyper-bonded grounding system - if it's mounted,it's grounded Best Warranty Insurance I-V Curves(CSSP-255PX) j • Theft resistant hardware • 25 years worldwide coverage j • 100%warranty term coverage section A-A • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights 350 and grounding system • Non-cancellable I • Industry first comprehensive warranty insurance by Immediate coverage o AM Best rated leading insurance companies in the • Insured by 3 world top insurance companies world — — Comprehensive Certificates i • Industry leading plus only power tolerance:0­5W d° • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS 9?6 ground mounting systems • IS09001:2008:Quality Management System ISO/TS 16949:2009:The automotive quality speci0carions included in this datasheet are subject to change without prior notice. • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage • IS014001:2004:Standards for Environmental About Canadian Solar management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 1097% Ad • QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in 80a ded Value From W Hazardous Substances Regulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing arranty solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.313W. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide 80% occupational health and safety customers. Canadian Solar's world class team of 0% professionals works closely with our customers to s 10 15 20 2s • REACH Compliance provide them with solutions for all their solar needs. Headquarters Guelph I Ontario N1 K 1 E6 I Canada 10 year product warranty on materials and workmanship �E ®. $p• ? Fax:+1 519 837 2550 Tel:+1 519 837 1881 25 year linear power output warranty ®� C=C` SGS PVCYe inquire.ca@canadiansolar.coni www.canadiansolar.com EN-Rev 10.17 Copyright 2012 Canadian Solar Inc. SolarCity SleekMountTM - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed Installation Instructions is optimized to achieve superior strength and Zep Compatible TM modules aesthetics while minimizing roof disruption and _ Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL listed to UL 2703 ` Fastener Size Per NDS Section 1.1.3.2 mounting clamps, combined with the addition of array trim and a lower profile all contribute • Interlock and Ground Zep ETL listed to UL 1703 Seal pilot hole with roofing sealant to a more visually appealing system.SleekMount as"Grounding and Bonding System" \ � Inset Comp Mount flashing under Lipper utilizes Zep Compatible TM modules with •Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device Zep Solar standoffs, effectively eliminating the Place Comp Mount centered need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance Install lag pursuant to NUS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system, allowing for minimal roof disturbance. •Applicable for vent spanning functions 4. Secure Leveling Foot to the Comp Mount using machine Screw Place module Components 5/16"Machine Screw Leveling Foot Lag Screw x t Comp Mount �� Comp Mount Flashing 0 g00MPgTef SolarCity F' 0 O SolarCity January 2013 LISTED Y �OMPP", January 2013 WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: Label- Code: V1/ARN I N G Per Code:Location: WARNING Code: NEC . ELECTRIC SHOCK HAZARD •. ELECTRIC SHOCK HAZARD 690.35(F) DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS • � . Label • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE WHEN PHOTOVOLTAIC DC LOADN THE OPEN POSITIONIZED MAY BEO ENEERGIZED is INVERTER DISCONNECT UNGROUNDED NEC 690.14.C.2 Label . . Label Location: WARNING Code: MAXIMUM POWEP�_A POINT CURRENT Im INVERTER OUTPUT 690.64.13.7 MAXIMUM POWER- � CONNECTION POINT VOLTAGE(Vmp)-v • DO NOT RELOCATE MAXIMUM SYSTEM_ THIS OVERCURRENT VOLTAGE(Voc) V OEVICE SHORT-CIRCUIT A CURRENT(Isc) Label • • PHOTOVOLTAIC POINT OF (POI) Label Location: INTERCONNECTION Code: WARNING: ELECTRIC SHOCK 690.17.4;WARNING HAZARD DO NOT TOUCH • Per Code: TERMINALS.TERMINALS ON ELECTRICAL SHOCK HAZARD 690.17(4) BOTH THE LINE AND LOAD SIDE DO NOT TOUCH TERMINALS MAY BE ENERGIZED IN THE OPEN TERMINALS ON BOTH LINE AND POSITION. FOR SERVICE LOAD SIDES MAYBE ENERGIZED DE-ENERGIZE BOTH SOURCE IN THE OPEN POSITION AND MAIN BREAKER. DC VOLTAGE IS PV POWER SOURCE ALWAYS PRESENT WHEN MAXIMUM AC _ A SOLAR MODULES ARE OPERATING CURRENT EXPOSED TO SUNLIGHT MAXIMUM AC OPERATING VOLTAGE _ V Label • • WARNING Location: Per Code:ELECTRIC SHOCK HAZARD �690.5(C) CAUTION (POI)_ IF A GROUND FAULT IS INDICATED PHOTOVOLTAIC SYSTEM NORMALLY GROUNDED NEC 690.64.B.4 CONDUCTORS MAY BE CIRCUIT IS BACKFED UNGROUNDED AND ENERGIZED Label • • Label Location: PHOTOVOLTAIC AC P• ) Per Code: DISCONNECT PHOTOVOLTAOIC SYSTEM 690.64.13.4 • Conduit• - :• Conduit(D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC •I) (LC): Load OPERATING CURRENT _ A Per •.- MAXIMUM AC V NEC 690.54 •• Point of • • SC OPERATING VOLTAGE 1 1 • •► 1' 1 . 1 1 m ■unil• ■a■•■ •• •• 1 1 1 1 •• 1 Label . 1 -1 1 •1 mrn■nl�nuni•■■mninr■••nnnm■ ' I unc•nr.• a unuauwlaiuumm�ulnimi■ CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 907 Westhampton Rd INVERTER AND DC DISCONNECT INVERTER AND r-- DC DISCONNECT I I UTILITY SERVICE I , I , I , AC DISCONNECT L—, I I L J r� II I , L--� SOLAR PHOTOVOLTAIC ARRAYS) L--------------------------J PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN FAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V CONnDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE O*IER: DESCRIPTION: DESIGN: JB-010369 00 �., CONTAINED SHALL NOT BE USED FOR THE WOODLAND, ANDREW WOODLAND RESIDENCE Asif Chowdhury SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ,� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 907 WESTHAMPTON RD 7.395 KW PV ARRAY 0r . PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: NORTHAMPTON MA 01062 TTHHEpSALE AND USES OF IN CONNECTION RESPECTIVE (29) CANADIAN SOLAR # CS6P-255PX e 24 Si.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE: T (650)638-1028 F:A(617 638-1029 PERMISSIa+OF SOLARCITY INC. Multiple Inverters (413) 563-4016 SITE PLAN PLACARD PV 7 8/27/2014 (BBB)—SOL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE SE3BOOA-US-ZB-U ��pgL. A -(29)CANADIAN SOLAR # CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:15822198 Inv 2: DC Ungrounded Inverter•; MAW, 240V, 97.57; w/Undi ff isco and ZB, AFCI PV Module; 255W; 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 -(I)SOLAREOGEy SE30DOA-US-ZB-U �ggEL B Inverter, 3O(IOW, 24OV, 97.5X; w/Unifed Disco and ZB, AFCI Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER SOLARGUARD BRYANT Inverter 1 (E) WIRING CUTLER-HAMMER METER (N) 125A Load Center 20OA/2P Disconnect 7 5 SOLAREDGE SE3800A-US-ZB-U (E) LOADS B C 1 D 20A/2P SolarCity L1 F2;.V] L2 LL_N 3 A PEI 40A/2P r-------------- - GEC ---� DC± tring(s)Of 160n MP3, MP2,z --------------------------- --------- - -----------------1 N I ____ Inverter 2 i o -EGC/GEC I 6 SOLAREDGE I I SE3000A-US-ZB-U I 1 I 1 1 I I 20A/2P GEC 4N � 21. L_ _ I I I TO 120/240V 4 � 2 I SINGLE PHASE I I I UTILITY SERVICE 1 I L_ _ EGCI ___ DC- DC - 1 1 I __-_--_-__------ GEC T N DC- DD- ng(s)Of 13 0n MP3,MP2, 1 tri- 1 I I I GND __ EGC--------------------------- ---,----- - EGC---- -------- ---�'J 1 I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP P0I (1)CUTLER-HAMM�R III BR240 PV BACKFEED BREAKER B (1)CUTLER-HAMMER III DG222URB /� A (1)SolarCit 4 STRING JUNCTION BOX DC Breaker, 40A 2P, 2 Spaces Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R A 2x2 STR�GS, UNFUSED, GROUNDED -(2)Ground Rod; 5/8' x W, Copper -(I)CUTLER-HAMMER �I DG100N8 Ground eutral It; 60-100A General Duty(DG) PV (29)SOLAREDGE 300-2NA4AZS D (1)BRYANT/BR816L125RP PowerBox l imlzer, 30OW, H4, DC to DC, ZEP Load Center; 125A, 120/24OV, NEMA 3R C SolarGuard Monitoring System (1)AWG 16, Solid Bare Copper -(2)CUTLER-HAMM #BR220 nd Breaker, 20A/2P, 2 Spaces -(1)Ground Rod; 5/8" x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (i11�AWG/8, THWN-2, Black J (1)AWG/10, THWN-2, Black � ---.__ _ ___ Block (1)AWG/10, THNH-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG/10, PV WIRE Black Voc* =500 VDC Isc =15 ADC O (1)AWG/8, THWN-2, Red - I O (1)AW3 X10, THWN-2, Red O Issl-(1)AWG /10, THWN-2, Red Vmp =350 VDC Imp=11.51 ADC O (1)AWG6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.51 ADC (1)AWG/8, THWT!-2, White NEUTRAL Vmp -240 VAC Imp=28.33AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=15.83 AAC IIII....����(1)AWG/10,THWN72,_Green EGC. . . .-(1)Conduit Kit;.3/4',EMT IILJJJ -(1)AWG/8,.TH"-2,.Green . _ EGC/GEC.-(1)Conduit.Kit;.3/4' EMT -(1)AWG/8,,THWN-2,,Green EGC/GEC.-(i)Conduit Kit;.3/4'.EMT. . . . . . . . . (1)AWG #10, THWN-2, Black Voc* =500 VDC Isc =15 ADC I (2)AWG/10, PV WIRE,Black Voc* =500 VDC Isc =15 ADC (1)AWG#10, THWM-2, Black ®Ic-sl-(1)AWG 110, THMM-2, Red Vmp =350 VDC Imp=9.35 ADC O (1)AWG/6, Solid Bare Copper EGC Vmp =350 VDC IMP=9.35 ADC t ILL O (1)AWG X110, THWN-2, Red . . . . (1)AWG /10, THM-2,,Green, , EGC. . . .-(1)Conduit,Kit;.3/4' EMT. . . . . . . . . . { . . . . . . . . . . . . . . . . (I)AWG#10, THWM-2, White NEUTRAL Vmp =240 VAC ImP=12.5 AAC /8,,TFIVQJ-2,,Green . EGC/GEC,-(i)Conduit.Kit;.3/4',EMT. . . . . . i CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: . JB-010369 00 WOODLAND, ANDREW WOODLAND RESIDENCE y ,�.SolarCit CONTAINED SHALL NOT BE USED FOR THE Asif Chowdhur � BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 04 Y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 907 WESTHAMPTON RD 7.395 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES- NORTHAMPTON, MA 01062 THE SALE AND USE OF THE RESPECTIVE 29 CANADIAN SOLAR CS6P-255PX 24 St. Martin Drive,Building 2 unit 11 SHEET: REV: DATE Marlborough, MA 50) SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: T. (650)638-1028 F: (650)636-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters (413) 563-4016 THREE LINE DIAGRAM PV 6 8/27/2014 (888)-SOL-CITY(765-2489) www.solarcity.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN ,�NUMBER: J B-010369 0 0 \�\ CONTAINED SHALL NOT BE USED FOR THE WOODLAND, ANDREW WOODLAND RESIDENCE Asif Chowdhury '' SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 907 WESTHAMPTON RD 7.395 KW PV ARRAY ►O' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 24 Si.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) CANADIAN SOLAR # CS6P-255PX SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Moriborouo,MA 01752 PERMISSION of SOLARCITY INC. "VM (41 3) 563-4016 UPLIFT CALCULATIONS PV 5 8/27/2014 (BSS)swan(765-24B9) www.solorcity.com Multiple Inverters S1 S1 4 12'-5" 14'-5" 1'— (E) LBW 1'— (E) LBW SIDE VIEW OF MP3 NTS pt'� jAMIR C a MA�LM, � B SIDE VIEW OF MP2 NTS v Cry v► MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES No. 555 LANDSCAPE 64" 24" STAGGERED rs' O�e MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES S LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 20" -- PORTRAIT 48" 20" RAFTER 2X8 @ 16" OC ROOF AZI 161 PITCH 23 STORIES: 1 RAFTER 2X8 @ 16" OC ROOF AZI 161 PITCH 23 STORIES: 1 ARRAY AZI 161 PITCH 23 ARRAY AZI 161 PITCH 23 C.J. 2x6 @16" OC Comp Shingle C.J. 2x8 @16" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER S 1 & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH 4" ZEP COMP MOUNT C POLYURETHANE SEALANT. 1O'-7" ZEP FLASHING C (3) (3) INSERT FLASHING. 1'_ (E) LBW (E) COMP. SHINGLE (4) PLACE MOUNT. (1) SIDE VIEW OF MP1 NTS (E) ROOF DECKING (2) LAG BOLT WITH A 5/16" DIA STAINLESS (5) G(5)FWINSTTALL SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2- EMBED, MIN) LANDSCAPE 64" 24" STAGGERED (E) RAFTER PORTRAIT 48" 20" S♦ STAN DOFF RAFTER 2x6 @ 16" OC ROOF AZI 161 PITCH 23 STORIES: 1 1 ARRAY AZI 161 PITCH 23 C.J. 2X6 @16" OC Comp Shingle CONFIDENTIAL— THE INFORMATION HEREIN Io6 AMBER: J B-010 3 6 9 O O PREMISE OWNER: DESCRIPTION: DESIGN: `�, ■ CONTAINED SHALL NOT BE USED FOR THE Asif Chowdhur �: BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM: WOODLAND, ANDREW WOODLAND RESIDENCE y ``hkSolar qty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 907 WESTHAMPTON RD 7.395 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES NORTHAMPTON M A 0106 2 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Budding 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE 29 CANADIAN SOLAR uu CS6P-255PX SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ( tt PAGE NAME SHEET: REV DATE: T. (650)638-102 Marlborough,F. (650)638-1029 PERMISSION Of SOLARCITY INC. Multiple (41 3) 563-4016 STRUCTURAL VIEWS PV 4 8/27/2014 (BBB)-SOL—CITY(765-2489) www.solorcity.com Multi le Inverters PITCH: 23 ARRAY PITCH:23 MP1 AZIMUTH: 161 ARRAY AZIMUTH: 161 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 23 ARRAY PITCH:23 MP2 AZIMUTH: 161 ARRAY AZIMUTH: 161 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 23 ARRAY PITCH:23 MP3 AZIMUTH: 161 ARRAY AZIMUTH: 161 MATERIAL: Comp Shingle STORY: 1 Story a � MP1 LEGEND (E) UTILITY METER & WARNING LABEL P3 ��� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS E DC DISCONNECT & WARNING LABELS E) 9 Q AC DISCONNECT & WARNING LABELS A DC JUNCTION/COMBINER BOX & LABELS 4M-IM P2 /C � �'A OF Af4SS! DISTRIBUTION PANEL & LABELS �s ❑ MA g0u B M1 �'� Lc LOAD CENTER & WARNING LABELS CIVIL y No. 555 O DEDICATED PV SYSTEM METER A s r « STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR Digitally signed by Amir Front Of House °- CONDUIT RUN ON INTERIOR Massoumi GATE/FENCE Date:2014.08.28 15:02:26-07'00' 0 HEAT PRODUCING VENTS ARE RED r,_-i I% ;l INTERIOR EQUIPMENT IS DASHED L_ J SITE PLAN N Scale: 1/8" = 1' W 01' 8' 16' f S CONFIDENTIAL— THE INFORMATION HEREIN IOB NUMBER: JB-010369 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE WOODLAND, ANDREW WOODLAND RESIDENCE Asif Chowdhury 4h`ts, BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.� So�a�City NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 907 WESTHAMPTON RD 7.395 KW PV ARRAY o ," PART TO OTHERS OUTSIDE THE RECIPIENTS MoDUI>s: NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (29) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV: DATE: T. (650)638-1028 Marlborough, )638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters (413) 563-4016 SITE PLAN PV 3 8/27/2014 (888)-Sa-CITY(765-2489) www.solarcity.com PROPERTY PLAN N Scale:i" = 20'-0' W 0 20' 40' f S PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-010369 00 Asif Chowdhur �\`� CONTAINED SHALL NOT BE USED FOR THE WOODLAND, ANDREW WOODLAND RESIDENCE y A'k' BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �I,` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 907 WESTHAMPTON RD 7.395 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES NORTHAMPTON, MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Motin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) CANADIAN SOLAR # CS6P-255PX PAGE NAME: SHEET: REV. DATE: Morlborough,MA 01752 PERMISSION OF SOSOLARCITM I C. THE WRITTEN INVERTER: 413 563-4016 / / T. (656)ITY 638-1028 F. (sS w 6ee-1629 Multiple Inverters PROPERTY PLAN PV 2 8 27 2014 (BBB)-sa-an�7ss-2aa9) www.sdacity.cam 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. City 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. 212 Main Sheet (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, Northampton, MA 01000 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. w✓ S ez I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). (� Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER 6; 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 VOLTAGE AT MAX V p VOLTAGE AT OPENP c CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN t PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. r 2. ALL ELECTRICAL WORK SHALL COMPLY WITH 66 THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. • MODULE GROUNDING METHOD: AHJ: Northampton REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) • J B-010369 0 0 PREMISE OWE: DESCRIPTION: DESGK CONFIDENTIAL L— THE INFORMATION HEREIN [INVERTER:NUMBER WOODLAND, ANDREW WOODLAND RESIDENCE Asif Chowdhury 4k,la ■ CONTAINED SHALL NOT E USED FOR THE ��� SO�a�C�t BENEFIT OF ANYONE EXCEPT SOLARCITY INC., TING SYSTEM: '�„` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN mp Mount Type C 907 WESTHAMPTON RD 7.395 KW PV ARRAY A. y PART TO OTHERS OUTSIDE THE RECIPIENTS IFS: NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE 9) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2,unit�I SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV DATE: Marlborough,MA 01752 PERMISSION SOLARCITY INC. ltl le Inverters (413) 563-4016 COVER SHEET PV 1 8/27/2014 (BBS)-swan 76582489)swwwedarctycom 08.28.2014 SleekMountT"' PV System Version#37.9 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Woodland Residence AHJ: Northampton Job Number: 010369 Building Code: MA Res.Code,8th Edition Customer Name: Woodland,Andrew Based On: IRC 2009/IBC 2009 Address: 907 Westhampton Rd ASCE Code: ASCE 7-05 City/State: Northampton, MA Risk Category: II Zip Code 01062 Upgrades Req'd? No Latitude/Longitude:. 42.299963 -72.714272 Stamp Req'd? Yes SC Office: Springfield PV Designer: Asif Chowdhury Calculations: Jesus Santiago EOR: Amir Massoumi 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 = 0.22424 < 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP CC CD A Service Agency' 66 • 66 907 Westhampton Rd, Northampton, MA 01062 Latitude:42.299963,Longitude: -72.714272,Exposure Category:C -jV%of 44 Version#37.9 MASSOUM`II LY v CIVIL No. 555 � S � S t August 28,2014 Project/Job# 010369 Digitally signed by Amir RE: CERTIFICATION LETTER Massoumi Date:2014.08.28 15:02:10-07'00' Project: Woodland Residence 907 Westhampton Rd Northampton, MA 01062 To Whom It May Concern, 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 - MPl: Roof DL= 7.5 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL= 28 psf(PV Areas) - MP2: Roof DL= 8 psf, Roof LL/SL= 28 psf(Non-PV Areas), Roof LL/SL= 28 psf(PV Areas) -MP3: Roof DL= 8 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 = 0.22424 < 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, Amir Massoumi,P.E. Civil Engineer Direct: 650.963.5611 email: amassoumi @solarcity.com DocuSign Envelope ID:3EF62068-A488-4DE2-A34C-1675E1660DFF 22.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:Andrew Woodland EXPLANATION OF THIS RIGHT. Docusigned by: 23.ADDITIONAL RIGHTS TO CANCEL. Q�t•�,y't,u/ (W6�,(.abt,�, IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL Signature: THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO Date: 8/22/2014 COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24.Pricing The pricing in this PPA is valid for 30 days after 8/19/2014. If you don't sign this PPA and return it to us on or prior to 30 days after Customer's Name: 8/19/2014,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, CFO (PPA) Power Purchase Agreement Date: 8/19/2014 DocuSign Envelope ID:3EF62068-A488-4DE2-A34C-1675E1660DFF SolarCity. I'A arc; ase Agreer,-Ie �� Here are the key terms of your SolarCity Power Purchase Agreement Date:--8/22/2014 0 10m600 2 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 2417 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 2.9%per year. • The pricing in this PPA is valid for 30 days after 8/19/2014. • 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 11,083 kWh Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Andrew Woodland 907 Westhampton Rd 907 Westhampton Rd Northampton, MA 01062 Northampton, MA 01062 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 0 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. j j, 888.SOL_.CITY ( 888.765 2189 f SOLARCITY.COM MA HIC 168572/MA Lic, MR-1136 Document Generated on 8/19/2014 CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Cgml2 MoUnj T e Roof Slope 230 Rafter Spacing 16"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 Spacing SM Seam Only NA Wind Iasi n 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 Men Roof Height h 15 ft Section 6. 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)(Krt)(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 G 0.45 Fig.6-11B/C/0-14A/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 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -197 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 39.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual 246 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 492% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro perties Overhana 1.16 ft Actual W 1.50" Roof Systern Prope rties San 1 12.38 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof Span 3 A 10.88 in.^2 Number of Layers(Comp Only) 1 Layers San 4 S. 13.14 in.^3 Re-Roof to 1 Layer of Comp? No San 5 11 47.63 in.^4 Plywood Sheathing Yes Total Span 13.54 ft TL Deffn Limit 120 Board Sheathina None PV 1 Start 1.33 ft Wood Species SPF Vaulted Ceiling No PV 1 End 12.50 ft Wood Grade #2 Rafter Slope 230 PV 2 Start Fb 875 psi Rafter S acin 16"O.C. PV 2 End I F 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing I At Supports PV 3 End Emig 510000 psi Member Leading Summa Roof Pitch 5/12 Initial Pitch Ad Just Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.09 8.7 psf 8.7 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 SL1,2 40.0 psf x 0.7 1 x 0.7 28.0 psf 28,0 psf Total Load I TL 1 36.7 Psf 1 39.9 Psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(CO(CO(Is)p9; Ce=Cr=Is=1.0; Member Desi n Summa r NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.49 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand Location Capacity DCR Shear Stress 48 psi 1.2 ft. 155 psi 0.31 Bending + Stress 916 psi 7.4 ft. 1389 psi 0.66 Governs Bending - Stress -30 psi 1.2 ft. -681 psi 0.04 Total Load Deflection 0.41 in. 7.4 ft. 359 0.33 CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware om l2 Mo nt T e C Roof Slope 230 Rafter Spacing 16"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 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 9090mph 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)(Krt)(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 0.45 Fig.6-118/C/D-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 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -197 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 39.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 20" NA Standoff Conficluration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual 246 lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 49.2% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro pert!es Overhang 1.16 ft Actual W 1,50" Roof System Prope rties San 1 14.45 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.^2 Number of Layers(Comp Only) 1 Layers San 4 S 13.14 in A3 Re-Roof to 1 Layer of Comp? No San 5 I 47.63 in.^4 Plywood Sheathing Yes Total Span 15.61 ft TL DefPn Limit 120 Board Sheathing None PV 1 Start 2.50 ft Wood Species SPF Vaulted Ceiling No PV 1 End 14.58 ft Wood Grade #2 Rafter Sloe 230 PV 2 Start Fb 1 875 psi Rafter Spacing 16"O.C. PV 2 End Fv 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing I At Supports PV 3 End Emin 510000 psi Member Loadina mary Roof Pitch 5/12 Initial Pitch Ad Just Non-PV Areas PV Areas Roof Dead Load DL 8.0 psf x 1.09 8.7 psf 8.7 psf PV bead 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 SL1,2 40.0 psf x 0.7 1 x 0.7 28.0 sf 28.0 psf Total Load I TL 1 36.7 psf 1 39.9 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf= 0.7(Q(Cj(IJ p9; Ce=Ct=I5=1.0; Member sign Summa r NDS Governina Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.42 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacky DCR Shear Stress 55 psi 1.2 ft. 155 psi 0.36 Bending + Stress 1252 psi 8.4 ft. 1389 psi 0.90 Governs Bending - Stress -30 psi 1.2 ft. -588 gsi 0.05 Total Load Deflection 0.77 in. 8.4 ft. L1225 0.53 CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Corn M gLin T yl2e Roof Slope 230 Rafter Spacing 16"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 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 9090moh Fig.6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/13 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)(Krt)(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 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 Pfdamml 1 10.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -197 lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 39.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -246 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 493% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Pro perties Overhang 1.16 ft Actual W 1.50" Roof systern Pro erties San 1 10.62 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 in.^2 Number of Layers(Comp Only) 1 Layers San 4 S 7.56 in A3 Re-Roof to 1 Layer of Comp? No San 5 I 20.80 in.^4 Plywood Sheathing Yes Total S an 11.78 ft TL Defit Limit 120 Board Sheathina None PV 1 Start 1.33 ft Wood Species SPF Vaulted Ceilina No PV 1 End 10.42 ft Wood Grade #2 Rafter Slope 230 PV 2 Start Fb 875 i Rafter Spacing 16"O.C. PV 2 End F 135 si To Lat Bracing Full PV 3 Start E 1400000 si Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summa Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 7.5 psf x 1.09 8.1 psf 8.1 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 SL112 40.0 psf x 0.7 IxO.7 28.0 1 28.0 Psf Total Load TL 1 1 36.1 psf 1 39.4 nsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=Ct=4=1.0; Member Desi n Summa r NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.67 1 1.3 1.15 Member Anal sis Results Summary Maximum Max Demand 0 Location Capacitv DCR Shear Stress 56 vsi 1.2 ft. 155 psi 0.36 Bending W Stress 1147 psi 6.5 ft. 1504 psi 0.76 Governs Bending - Stress -51 psi 1.2 ft. -1002 psi 0.05 Total Load Deflection 0.50 in. 6.5 ft. L1254 0.47 The Commonwealth of Massachusetts Department of Industrial Accidents ` c Office of Investigations ,t r ; I Congress Street,Suite 100 �+ Boston,MA 02114-2017 wwwmass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Annlieant Information Please Print Legibly Name(Business/Organization/individual): SOLARCITY 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.❑■ I 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 construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, E]Demolition working for me in any capacity. employees and have workers' q ❑Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its I0.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.0 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 SOLAR/PV employees. [No workers' 13.X Other_ comp. insurance required.) *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. [Contractors that check this box most 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 workers'compensation Insurance for my employees. Below is Nee poGcv and job site information. Insurance Company Name:LIBERTY MUTUAL INSURANCE COMPANY Policy#or Self-ins. Lic, #:WA7-66D-066265-024 Expiration Date:09/01/2015 (voZTl�Ar`Pro� PNA Job Site Address:_ �O1 � STI�� I�t`r1 �U City/State/Zip:___ OLO� ___ 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 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 hereby certify ander lite pains and penalties of perjnr v that the Information provided above is true and correct. - . in Signature: 01 � - �1 Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle 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 Corp/Craig Ells 107663 License Number 24 ST MARTIN DR MARLBOROUGH MA 01752 8/29/2017 Address � Expiration Date Cl c� �' f !f 978=-875-1698 Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ SOLAR CITY CORP/JAMES DIPADUA 168572 Company Name Registration Number 24 ST MARTIN DR MARLBOROUGH MA 01752 3/8/2015 ress Expiration Date cNVW� 0 Tele P hon 978-215-2380 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(S)) 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 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 ED Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [M Siding[0] Other[0] Brief Description of Proposed Work: install solar electrical panels to roof on existing home to be interconnected to homes 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 existina housing, complete the following: a. Use of building : One Family X 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 I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date SOLAR CITY CORP/JAMES DIPADUA 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. JAMES DIPADUA Print n e C"_-Ilp 0 P"L"'__ 9/21/2014 Signature of Owner/Agent Date 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 O YES O 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 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O 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 O NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. f Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit <6 _ °�5 212 Main Street Sewer/Septic Availability Room 100 WaterNllell Availability Northampton, MA 01060 Two Sets of Structural Plans °FOP��° phone 413-587-1240 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 1.1 Property Address: This section to be completed by office 907 WESTHAMPTON RD Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: ANDREW WOODLAND 907 WESTHAMPTON NORTHAMPTON MA 01062 Name(Print) Current Mailing Address: 413-563-4016 Telephone Signature 2.2 Authorized Auent: JAMES DIPADUA 24 ST MARTIN DR MARLBOROUGH MA 01752 e(Print) Current Mailing Address: 978-215-2380 Sign ure Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only com feted by ermit applicant 1. Building 5,700 (a) Building Permit Fee 2. Electrical 13,300 (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) 19,000 Check Number This Section For Official Use Only Building Permit Number: IIsssued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0359 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 24 ST MARTIN DR BLDG 2,UNIT 11 MARLBORO (888)765-2489(2358) PROPERTY LOCATION 907 WESTHAMPTON RD MAP 42 PARCEL 147 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildin Permit Filled out Fee Paid BU 7 Typeof Construction: INSTALL SOLAR ELECTRIC SYSTEM 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 FOL ING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: pproved 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 Si a ure o Buil i ial 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. 907 WESTHAMPTON RD BP-2015-0359 GIs 4: COMMONWEALTH OF MASSACHUSETTS Map:Block: 42- 147 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 4 BP-2015-0359 Project 4 JS-2015-000652 Est. Cost: $19000.00 Fee: $114.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. ft.): 30012.84 Owner: WOODLAND ANDREW S&TERI A Zoning: Applicant: SOLARCITY CORP AT. 907 WESTHAMPTON RD Applicant Address: Phone: Insurance: 24 ST MARTIN DR BLDG 2 UNIT 11 (888) 765-2489 (2358) Workers Compensation MARLBOROMA01752 ISSUED ON.101312014 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL SOLAR ELECTRIC SYSTEM 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 10/3/2014 0:00:00 $114.00 212 Main Street,Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner