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36-207 (5) =ee SolarEd a Power 0 timizer solar - • • ! solar 9 P Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 _-_-_ P350 P400 Module Add-On For North America Ifor6D PV for 72-cell PV (for96ce11PV modules) modules) modules) INPUT P300 / P350 / P400 Rated Inp t DC Powers' 300 _ 350 400 W Absolute Maximum In put- p Voltage(Voc at lowest temperature) 48 60 80 Vdc ... MPPT Operating Range 8-_48 8 60 _8--8.0 Vic a ' Max mum Short Circuit Current(Ise) 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % ' Weighted Efficiency ._.. 98.8 .._. % x Overvoltage Category R �i. OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _ Maximum Out.put C.rrent 15 dc Maximum Output Voltage 60 _Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE - - # . .. _ EMC y '", , E Safety ...__.. ._. .._.. ....., ._. ....,. .. _...1 ._. ._. ..... FCC Part15 Class B,IEC61000 6 2,IEC61000 6 3 IEC62309-1(class II safety),UL1741 a +, '�' RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vic 4 Dimension's(W x L x H) 141 x 212 x 40.5/555 x 8.34 x159 mm/in Weight(including cables) 950/21 ,� =' ., ..... Br/Ib rFw Input Connector ........ ..._.. _.... ..... ..... MC4/Amphenol/Tyco. .......... ... Output Wire Type/Connector Double Insulated,Amphenol �. Output Wire Length ....... .....095/3.0..... ....._... ..12/39 ._.._. m/ft... _Operating Temperature Range -00-+85/-40-+185 'C/'F Protection Rating IP65/NEMA4 Relative Humidity 0-100 % ^�ama ea—.e,onnemoa��.mae�ioa a srn ao.�,ioi,o«nm.ee. 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 Maximum String Length(Power Optimizers) 25 25 50 — Up to 25%more energy. . — Superior efficiency(99.5%) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading �� � - - - . ... - ..._........ — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us iii/ #e��,t�►�eeS��+� \ i CS6P-235/240/245/250/255PX `_ u8� �r CanadianSolar Electrical Data Black-framed �I ��ea�ti,rto STC CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Temperature Characteristics Nominal Maximum Power(Pmax) 235W 240W 245W 25OW 255W _ Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Pmax -0.43%/°C 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 9.00A 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 100oV IEC /600v UL Industry leading performance at low irradiation Maximum Series Fuse Rating _ 15A environment,+95.5%module efficiency from an Application Classification ClassA irradiance of 1000w/m2 to 200w/m' Next Generation Solar Module Power Tolerance 0_+5W (AM 1.5,25°C) 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 types of mounting systems,offers customers the added NOCT CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Nominal Maximum Power(Pmax) 170W 174W 178W 181 W 185W value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 27AV 27.5V 27.5V appearance,auto groundingand theft resistance. Optimum Operating Current(Imp) 6.27A - 6.38A--- 6.49A 6.60A 6.71A Open Circuit Voltage(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 6.96A 7.08A 7.19A 7.29A incorporating the groundbreaking Zep compatible frame. Under Normal Operating Cell Temperature,Irradiance of 800 W/m',spectrum AM 1.5,ambient emperature 201C, The specially designed frame allows for rail-free fast wind speed 1 m/s installation with the industry's most reliable grounding Mechanical Data 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(45.21bs) reduces installation time quality aesthetic module with lowest system cost. Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy 1111IM11 T71 • Lower system costs - can cut rooftop installation costs in half Best Quality J-BOX IP65,3 diodes • 235 quality control points in module production cable 4mm2(IEC)/12AWG(UL),1000mm • Aesthetic seamless appearance - low profile Connectors MC4 or MC4 Comparable EL screening to eliminate product defects p I with auto leveling and alignment • Current binning to improve system performance Standard Packaging(Modules per Pallet) 24pcs Module Pieces per container(40 ft.Container) 672pcs(40'HQ) • Accredited Salt mist resistant — - --- -- - ------- ----- • Built-in hyper-bonded grounding system - if it's mounted,it's grounded I-V Curves (CS6P-255PX) Best Warranty Insurance • Theft resistant hardware • 25 years worldwide coverage • 100%warranty term coverage Section A-A • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights 35.0 and grounding system Non-cancellable • Industry first comprehensive warranty insurance by Immediate coverage AM Best rated leading insurance companies in the Insured by 3 world top insurance companies o O11r world — Comprehensive Certificates = • Industry leading plus only power tolerance:0-+5W • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, — 115 • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS 916 ground mounting systems • IS09001:2008:Quality Management System • ISO/TS16949:2009:The automotive quality 'Specifications 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 197% . QC080000HSPM:TheCertificationfor companies. As a leading vertical) inte rated successful) listed on NASDAQ Exchange (symbol: CSIQ in o7s Add P 9 Y-� 9 Y 9 t Y ) :11% ed Va Hazardous Substances Regulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing ty solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide ox occupational health and safety customers. Canadian Solar's world class team of ox s 10 1s 20 2s REACH Compliance professionals works closely with our customers to provide them with solutions for all their solar needs. Ontario Tel -1 519837 1881 10 year product warranty on materials and workmanship 25 year linear power output warranty Fax +1 519 837 2550 www.canadiansolar.com EN-Rev10.17Copyright,2012Canadian 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 .Interlock and grounding devices in system UL Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 mounting clamps, combined with the addition Seal pilot hole with roofing sealant of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 to a more visual) appealing system.SleekMount as"Grounding and Bonding System" y pp g y Insert Comp Mount flashing under upper 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 Place Comp Mount centered Zep Solar standoffs,effectively eliminating the 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 NDS 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 \,sib Secure Leveling Foot to the Comp Mount using machine Screw Place module Components 5/16"Machine Screw PIfi Leveling Foot i Lag Screw Comp Mount Comp Mount Flashing <; 0 0 SolarCityo January 2013 m LISTED -SolarCity January 2013 OMPP WARNING:PHOTOVOLTAIC POWER SOURCE • Label Location: Label Location: Per Code: WARNING :_ ';'_ WARNING Code: NEC 690.31.G.3 ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD 690.35(F) DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THiS Label • •n: TO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND INVERTERIS Per Code: IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED DISCONNECT NEC .•0 Location:Label (DC)'" Location: WARNING (POI) Code: Per MAXIMUM POWER- POINT CURRENT(Imp) A • _ INVERTER OUTPUT 690.64.13.7 MAXIMUM POWER- • CONNECTION POINT VOLTAGE(Vmp)-V ' DO NOT RELOCATE MAXIMUM SYSTEM- THIS OVERCURRENT VOLTAGE(Voc) V DEVICE SHORT-CIRCUIT-A CURRENT(Isc) Label • • PHOTOVOLTAIC POINT OF (POI) Label Location: INTERCONNECTION Per Code: WARNING WARNING:ELECTRIC SHOCK 690.17.4; • Per HAZARD. DO NOT TOUCH 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 MAY BE ENERGIZED DE-ENERGIZE BOTH SOURCE IN THE OPEN POSITION AND MAIN BREAKER. DC VOLTAGE IS PV POWER SOURCE ALWAYS PRESENT WHEN MAXIMUM AC SOLAR MODULES ARE OPERATING CURRENT _ A EXPOSED TO SUNLIGHT MAXIMUM AC OPERATING VOLTAGE _ V Label • • WARNING (DC)(INV) Label Locatio Per Code:ELECTRIC SHOCK HAZARD '690.5(C) CAUTION Code:Per IF A GROUND FAULT IS INDICATED PHOTOVOLTAIC SYSTEM NORMALLY GROUNDED CIRCUIT IS BACKFED 690.64.B.4 CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED Label • • Label Location: CAUTION '• PHOTOVOLTAIC AC (AC) (POI) DUAL POWER SOURCE Per - Disconnect Per Code:690.14.C.2 PHOTOVOLTAOIC SYSTEM 690.64.B.4 Conduit Combiner' B, Conduit NEC (D): Distribution Panel (DC): DC Disconnect Label Location: (IC): Interior Run -. MAXIMUM AC A AC) (PO OPERATING CURRENT Per ••- •a' Center MAXIMUM AC V NEC 690.54 OPERATING VOLTAGE • Point of • • 01-1 hill girfilsollill ills SC• • • • i :a • • r • • • �� • •• � •• .• Label • • a • . • ' un■•■ nnr•in: a ua■•111111111111 i•iuuu■u c�u■ III . GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:15 433 022 Inv 1: DC Ungrounded INV I -(1)SOLAREDGE !SE760OA-USOODSNIR �q q -(48)CANADIAN SOLAR CS6P-255PX GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:Square D Inv 2: DC Ungrounded Inverter, 7 W, 24OV, 97.57; w nl Isco and ZB, RGM, AFCI PV Module; 255W#234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance Tie-In: Supply Side Connection INV 2 -(1)SOLAREDGE /SE3000A-USOOOSNf�2,LAEFL: B Inverter, 3 W, 24OV, 97.57 w nlfed Disco and ZB,RGM,AFG 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 Inverter 1 (E) WIRING CUTLER-HAMMER BRYANT Disconnect CUTLER-HAMMER (N) 125A Load Center 20OA/2P 9 Disconnect 8 6 SOLAREDGE B 60A D SE760OA-USOOOSNR2 C 40A/2P SolarCity A /r\ Li 24ov 2 - - - �I\ 1 B L2 A DC+ N 4 DC- . MP1: 2x18 (E) LOADS GND ____ GND _ EGG DC+ DC, - I -, r o �'- ------------ - GEC ---TN DC DG 1 EGC------ ----- --EGC - - ----- -- ---------- ---i N Inverter 2 EGC/GEC = 1 I 7 SOLAREDGE I I SE3000A-USOOOSNR2 20A/2P L1 zaov GEC L2 TO 120/240V I I I N I SINGLE PHASE i i - EGG DC- 5 ❑ 3 Dc+ I UTILITY SERVICE I I - GEC TI� Dc- Dc- MP2: 1x12 I I I ND EGC--------------------------- ---'----- - EGC----------------- �J I 1 1 I I -1--L PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP P0I (2)Ground Rod; 5/6' x 8', Copper 6 (1)CUTLER-HAMMER DG222NRB A (1)SdarCityy 4 STRING JUNCTION BOX -(2)ILSCO#IPC 4/0-/6 Disconnect; 60A, 24OVoc, Fusible, NEMA 3R AC 2x2 STR GS, UNFUSED, GROUNDED DC Insulattian Piercing Connector; Main 4/0-4, Tap 6-14 -(1)CUTLER- AMMER /DGIODNB `, D Ground�Neutrd It; 60-100A, General Duty(DG) P V (48)SOLAREDGE �300-2NA4AZS (1)BRYANT BR816L125RP -(1)CUTLER-HAMMER /DS76FK PowerBox Optimizer, 30OW, H4, DC to DC, ZEP Load Center, 125A, 120/24OV, NEMA 3R Class R Fuse Kit -(1)CUTI ER-HAMMER #BR240 -(2)FERRAZ SHAWMUT/TR60R PV BACKFEED OCP n d (1)AWG/6, Solid Bare Copper Breaker, 40A/2P, 2 Spaces Fuse; 60A, 25OV, Class RK5 -(1)Ground Rod; 5/8' x B', Copper -(1)CUTLER-HAMM R#BR220 Breaker, 20A//2P, 2 spaces C (1)CUTLER-HAMMER /DG222URB (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL SCSUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)CUTLERd-{�AMMEER 0 DG1000N�a gal Duty(DG) ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 8 1 AWG/6, THWN-2,Blade 1 AWG/8, THWN-2, Block 1 AWG/8, THWN-2, Black Voc* =500 VDC Isc =30 ADC 2 ANG /10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O (1)AWG}6, THAN-2, Red ©Isf-(1)AWG#8, THAN-2, Red ® (1)AWG#8, THAN-2, Red Vmp =350 VDC Imp=25.88 ADC O (1)AWG 16, Solid Bare Copper EGC Vmp =350 VDC Imp=12.94 ADC (I)AWG#6, THAN White NEUTRAL Vmp =240 VAC Imp=44.5 AAC ILL(t)AWG/10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1 AWG/10, THWN-2, Green EGC_ (1 Condit.Kit;_3/4'_EMT. . . _ _ _ _ . . * _ * _ -(1)AWG/8,.T}IWN-2,,Green ., EGC/GEC,-{1)Conduit.Kit;.3/4'.EMT. . . . . . . . . . . . . . . . .-(1)AWG�8,.TFIYVN-2,.Green . . EGC/GEC-(1)Conduit.Kit; 3/4",EMT, . . , , , , , . . (1 AWG 110, THWN-2, Black Voc -500 VDC Ise =15 ADC (2 AWG/10, PV YBRE, Black Voc -500 VDC Ise =15 ADC 9 (1)AWG /6, THWN-2, Black (1)AWG#10, THWN-2, Black O g (1)AWG/10, THWN-2, Red Vmp =350 VDC Imp=$.63 ADC O (1)AWG/6, Solid Bare Copper EGC Vmp 350 VDC Imp-12.94 ADC O (1)AWG /fi, THYN-2, Red O LPL(1)AWG/10, THWN-2, Red 1 AWG 10, THWN-2, Green EGC -(t Conduit Kit; 3 4' EMT (1)AWG 16 = Imp= 44.5 �1). . . �. . . . . . . . . . . . . . EP . . . . . . ) . . . . . . . ./. . . . . . . . . . . . . . . . . ..�. THYN-2, White NEUTRAL Vmp 240 VAC Imp-44.5 AAC (1)AWG/10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC (2)AWG/10, PV WIRE, Black Voc* =5'00 VDC Ise =15 ADC . . . ..-(1)AWG}G,.Solid Bare.Copper. GEC, . , (1)Conduit.Kit;.3/4'.EMT. . . . . . . . . . . . . .-(1)AWG/8,.TFIPIN-2,.Green . EGC/GEC.-(1)Conduit.Kit;_3/4'.EMT. . . . O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.63 ADC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-010469 00 \\`a'SolarCit CONTAINED SHALL NOT E USED FOR THE HEBERT, DONNA HEBERT RESIDENCE Philip Wiss �_ , BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �;1` s NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 5 BIRCH LN 12.24 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Moou�s NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT IN CONNECTION NTH ' 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (48) CANADIAN SOLAR # CS6P-255PX PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 4132460474 THREE LINE DIAGRAM PV 5 10/10/2014 (888)-SQL-CITY(765-2489) www.sOorcity.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED L— THE INFORMATION HEREIN a6 NUMBER: JB-010469 00 HEBERT, DONNA HEREBY RESIDENCE Philip Wiss ' CONTAINED SHALL NOT E USED FOR THE �:,;So�arCity. BENEFIT�ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 5 BIRCH LN 12.24 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES- NORTHAMPTON, M A 01062 THE SALE AND USE OF THE RESPECTIVE (48) CANADIAN SOLAR # CS6P-255PX 1 24 St. Martin Drove, Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PACE NAME: SHEET: REV: DAIS Marlborough,MA 01752 PERMISSION of SOLARCITY INC. INVERTER: 4132460474 T: (650)sae-1028 F. (650)638-1029 [Multiple Inverters UPLIFT CALCULATIONS PV 4 10/10/2014 (888)—soL-CITY(765-2489) www.Warcity.com S1 S1 » 4" 4'-6» 3'-7" 3'-7» (E) LBW (E) LBW A SIDE VIEW OF MP1 NTS B SIDE VIEW OF MP2 NTS MP1 X SPACING IX-CANTILEVER Y SPACING Y CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 18" PORTRAIT 48" " 18 TOP CHORD 2X4 @ 24" OC ROOF AZI 252 PITCH 26 STORIES: 2 RAFTER 2x4 @ 24" OC ROOF AZI 252 PITCH 26 STORIES: 2 ARRAY AZI 252 PITCH 26 ARRAY AZI 252 PITCH 26 BOT CHORD 2x4 @24" OC Comp Shingle C.3. 2x4 @24" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER tH OF & FENDER WASHERS LOCATE RAFTER, MARK HOLE Y00 AN ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT �( ZEP ARRAY SKIRT (6) HOLE. y! (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. N0.4 ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. Digitally I Yoo Jin Kim (1) Date:2 14.10.13 09:59:56 (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5 ) SEALING WASHER. -07'00' STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES WITH SEALING WASHER C6)1 INSTALL LEVELING FOOT WITH(2-1/2" EMBED, MIN) BOLT & WASHERS. (E) RAFTER 1 STANDOFF S+ Scale: 1 1/2"= V 4 PREMISE OWNER: DESCRIPTION: DESIGN:CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J g-01 0 4 6 9 0 0 4%'t' ■ CONTAINED SHALL NOT E USED FOR THE HEBERT, DONNA HEBERT RESIDENCE Philip Wiss ;So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM: ��w+ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 5 BIRCH LN 12.24 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES- NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (48) CANADIAN SOLAR # CS6P-255PX 24 St. Mart Drive, Building 2, unit tt SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN G PAGE NAME: SHEET: REV.. DATE: T: (650)638-102 Marlborough,MA 01752 636-1029 PERMISSION OF SOLARCITY INC. REVERTER. 4132460474 PV 3 10 10 2014 (88B)—SOL—CITY(765-2489) www.solarcity.com Multiple Inverters STRUCTURAL VIEWS / / PITCH: 26 ARRAY PITCH:26 MP1 AZIMUTH:252 ARRAY AZIMUTH: 252 O ®d Inv Inv MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 26 ARRAY PITCH:26 '^ MP2 AZIMUTH:252 ARRAY AZIMUTH: 252 — %%t OF I MATERIAL: Comp Shingle STORY: 2 Stories 5 � (E)DRIVEWAY YW AN M L0 N0.4 Digitally ne y Yoo Jin Kim Date:20 4.10.13 09:59:48-OT00' LEGEND Front Of House O (E) UTILITY METER & WARNING LABEL ins INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS B Q DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_"J SITE PLAN N Scale: 3/32" = 1' W 0'1' 10' 21' S PREMISE O*CR: DESCRIPTION: DESIGN: CONTAINED LATHE INFORMATION HEREIN NUMBER: J B-010469 0 0 H E B E R T, DONNA N N A Ph i l i \\`Za CONTAINED SHALL NOT E USED FOR THE HEBERT RESIDENCE p Wiss �:,;So�arCity. BENEFlT OF ANYONE EXCEPT SOIARgTY INC., MOUNTING SYSTEM: 5 BIRCH R C H LN ��'° NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 12.24 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION W1H MODULES NORTHAMPTON, MA 01062 THE SALE AND USE OF THE RESPECTIVE (48) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive, Building 2,unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION soLARgTY INC. Multiple Inverters 4132460474 SITE PLAN PV 2 10/10/2014 (ee j-sa�cIT3Y((765-24egjs �arcit�«n ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING CITY OF NORTHAMPTON EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, GABLV GALVANIZED ACK SIGN ART. 690.D7WARNING OF THE BUILDING DEPARTMENT 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. These e p I a n S have been reviewed I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL A Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). h.nd et roved, 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 u Lu i e 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 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS ut LICENSE GENERAL NOTES C THREE LINE DIAGRAM utsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Northampton REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-010469 00 p `SolarCit CONTAINED SHALL NOT BE USED FOR THE HEREBY, DONNA HEBERT RESIDENCE Philip Wiss BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.,,s NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 5 BIRCH LN 12.24 KW PV ARRAY �. • PART IZ OTHERS OUTSIDE THE RECIPIENTS MODULE-. NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT IN CONNECTION MATH ' 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (48) CANADIAN SOLAR # CS6P-255PX PAGE NAME: SHEET: REV DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)636-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 4132460474 COVER SHEET PV 1 10/10/2014 (BBB)—SOL-CITY(765-2489) www.solarcity.com CALCULATION OF DESIGN WIND LOADS - ALL MPS Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Com Mount Type C Roof Slope 260 Rafter Spacing 24"O.C. Framing Type/Direction Y-Y Rafters 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 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 16.7 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/C/D-14A/B Design Wind Pressure P p = qh(GC ) Equation 6-22 Wind Pressure U -14.6 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 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -251 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 50.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 18" 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 -279 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 55.8% F] WOodWorkS® Slzer SOFTWARE FOR WOOD DESIGN MP2.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 = 46 Fv' = 155 fv/Fv' = 0.29 Bending(+) fb = 483 Fb' = 1736 fb/Fb' = 0.28 Bending(-) fb = 555 Fb' = 1676 fb/Fb' = 0.33 Live Defl'n 0.05 = <L/999 0.25 = L/240 0.19 Total Defl'n 1 0.06 = L/939 1 0.34 = L/180 0.19 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 8 Fb'+ 875 1.15 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 12 Fb' - 875 1.15 1.00 1.00 0.966 1.500 1.00 1.15 1.00 1.00 - 8 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 12 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 12 CRITICAL LOAD COMBINATIONS: Shear : LC #8 = D+S (pattern: sSSs) , V = 179, V design = 159 lbs Bending(+) : LC #12 = D+S (pattern: sSsS) , M = 123 lbs-ft Bending(-) : LC #8 = D+S (pattern: sSSs) , M = 142 lbs-ft Deflection: LC #12 = (live) LC #12 = (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 = 1.00 (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. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWorkso Oct. 13, 2014 08:46 MP2.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 7.00 (24.0) * psf SL Snow Full Area Yes 28.00 (24.0) * psf PVDL Dead Full Area No 3.00 (24.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 14'-5.9., 0' 1'-2" 5'-8" 9'-3" 12'-9.8" Unfactored- Dead 72 97 83 34 Snow 184 256 223 91 Factored: Total 257 352 306 125 Bearing: F'theta 497 497 497 497 Capacity Joist 652 652 652 372 Supports 586 586 586 586 Anal/Des Joist 0.39 0.5J4 0.47 0.34 Support 0.44 0.60 0.52 0.21 Load comb #13 #8 #15 #12 Length 0.50* 0.50* 0.50* 0.50* Min req'd 0.50* 0.50* 0.50* 0.50* Cb 1.75 1.75 1.75 1.00 Cb min 1.75 1.75 1.75 1.00 Cb support 1.25 1.25 1.25 1.25 Fcp sup 625 625 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP2 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: 14'-5.9"; Pitch: 6/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.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 = 75 Fv' = 155 fv/Fv' = 0.48 Bending(+) fb = 1037 Fb' = 1736 fb/Fb' = 0.60 Bending(-) fb = 1583 Fb' = 1630 fb/Fb' = 0.97 Live Defl'n 0.21 = L/408 0.36 = L/240 0.59 Total Defl'n 1 0.28 = L/314 1 0.48 = L/180 0.57 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 8 Fb'+ 875 1.15 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 7 Fb' - 875 1.15 1.00 1.00 0.939 1.500 1.00 1.15 1.00 1.00 - 8 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 7 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 7 CRITICAL LOAD COMBINATIONS: Shear : LC #8 = D+S (pattern: sSS) , V = 283, V design = 263 lbs Bending(+) : LC #7 = D+S (pattern: SsS) , M = 265 lbs-ft Bending(-) : LC #8 = D+S (pattern: sSS) , M = 404 lbs-ft Deflection: LC #7 = (live) LC #7 = (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 = 1.00 (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. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWorkso SOFFwurF H)R WOOn[MUC N Oct. 13, 2014 08:45 MP1.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 7.00 (24.0) * psf SL Snow Full Area Yes 28.00 (24.0) * psf PVDL Dead Full Area No 3.00 (24.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 15'-11.8" 0' 1'-2" 7'-8" 14'-1.8" Unfactored: Dead 87 171 59 Snow 226 433 157 Factored: Total 313 604 215 Bearing: F'theta 497 497 497 Capacity Joist 652 663 372 Supports 586 604 586 Anal/Des Joist 0.48 0.91 0.58 Support 0.53 1.00 0.37 Load comb #5 #8 #7 Length 0.50* 0.52 0.50* Min req'd 0.50* 0.52** 0.50* Cb 1.75 1.73 1.00 Cb min 1.75 1.73 1.00 Cb support 1.25 1.25 1.25 Fcp sup 625 625 625 "Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports "*Minimum bearing length governed by the required width of the supporting member. MP1 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: 16-11.8'; Pitch: 6/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); LOAD ITEMIZATION - ALL MPS PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight 3.0 Psf Roof Dead Load Material Load Roof Category Description ALL MPS Roofing Type Comp Roof ( 1 Layers) 2.5 psf Re-Roof to 1 Layer of Comp? 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 7 psf ALL MPS 7.0 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 6/12 Tributary Area Reduction R, 1 Section 4.9 Sloped Roof Reduction R2 0.9 Section 4.9 Reduced Roof Live Load Lr Lr= Lo(R,)(R2) Equation 4-2 Reduced Roof Live Load Lr 18 psf ALL MPS 18.0 Psf Reduced Ground Roof Live Snow Loads Code Ground Snow Load py 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 260 I Horiz. Distance from Eve to Ridge W 14.3 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor cl� Partially 0 posed Table 7-2 Snow Thermal Factor Ct All structures except lass 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(Cj (Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 28.0 psf 70% ASCE Design Sloped R Snow Load Over Surrounding Roof Surface Condition of Surrounding CS-roof All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over P:-roof= (Cs-roof)Pf ASCE Eq:7.4-1 Surrounding Roof PS`O°f 28.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed 1.0ppery Surfaces Figure 7-2 Design Snow Load Over PV Ps-p"= (CS_ ")Pf ASCE Eq: 7.4-1 Modules PS°" 28.0 psf 70% 10.13.2014 SleekMountTM PV System Version#39.5 SolarCity. Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Hebert Residence AHJ: Northampton Job Number: 010469 Building Code: MA Res. Code,8th Edition Customer Name: Hebert, Donna Based On: IRC 2009/IBC 2009 Address: 5 Birch Ln ASCE Code: ASCE 7-05 City/State: Northampton, MA Risk Category: II Zip Code 01062 Upgrades Req'd? No Latitude/Longitude: 42.307284 -72.682805 Stamp Req'd? Yes SC Office: Springfield PV Designer: Philip Wiss Calculations: Grady Koupal EOR: Yoo]in Kim 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 1t2-MILE VICINITY MAP Gleason Johndrow LanIdscaping g, � � � -- . - Survey, 5 Birch Ln, Northampton, MA 01062 Latitude:42.307284,Longitude: -72.682805,Exposure Category:C Version#39.5 ix . SolarCity 3055 Clearview Way, San Mateo, CA 94402 Y00 AN (888)-SOL-CITY (765-2489) 1 www solarcity com K October 13, 2014 No,4 Project/Job#010469 RE: CERTIFICATION LETTER AL Project: Hebert Residence Digitally igne y Yoo Jin Kim 5 Birch Ln Date:2014.10.13 09:58:45 Northampton, MA 01062 -07'00' 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 -All MPs: Roof DL= 7 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, Yoo Jin Kim, P.E. Professional Engineer Main: 888.765.2489,x5743 email: ykim @solarcity.com 3055 Caearvie'* b'Vsy San Mateo.CA 94402 T(650)638-1028 (888)SOL-CITY F;650)638-1029 solarcity-coin DocuSign Envelope ID:4C3A3721-9114-4BF2-9BA8-A6E715BA6420 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:Donna Hebert EXPLANATION OF THIS RIGHT. D--SbW ed b': 23.ADDITIONAL RIGHTS TO CANCEL. Signature: [b Q R11 f 17F994CA9C444E1__ IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 9/30/2014 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24. Pricing The pricing in this PPA is valid for 30 days after 9/30/2014. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 9/30/2014,SolarCity reserves the right to reject this PPA unless Signature: you agree to our then current pricing. Date: SolarCity Power Purchase Agreement SOLARCITY APPROVED Signature: LYNDON RIYf, CEO (PPA) Power Purchase Agreement ,W. '"SOIa Date: 9/30/2014 IN "'M Jfil%i 0.'v f Purr ii �:AgIE, t u!uF,rs "i.A) I]i� DocuSign Envelope ID:4C3A3721-9114-4BF2-9BA8-A6E715BA6420 SolarC�ty. Pc���ver Pirchase Agreemer)t Here are the key terms of your SolarCity Power Purchase Agreement Date: 9/30/2014 0 15m040 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 remain fixed for the term of the agreement. • The pricing in this PPA is valid for 30 days after 9/30/2014. • 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 12,520 kWh Amount due at contract signing: $0 Estimated prepayment due when installation begins: $0.00 Estimated prepayment due following building inspection: $0.00 Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Donna Hebert 5 Birch Ln, Lot 8 5 Birch Ln Florence, 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 a 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. I i! 888.SOL.CITY 1 888.765.2489 SOLARCITY.COM MA HIC 168572/EWL-1136MIR Document Generated on 9/30/2014 306744 M.R1 , i f' � Office of Consumer Affairs find Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 318!2015 JAMES DIPADUA - 24 ST. MARTIN STREET BLD 2 UNIT 11 MARLBOROUGH, MA 01752 - Update Address and return card.Mark reason for change. scn c, —! Address Renewal Employment Lost Card "�qffice of Consumer Affairs&Business Regulation License or registration valid for individul use only w. ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: T :-Registration: 1fi8572 Office of Consumer Affairs and Business Regulation Expiration: 3/8/2015 Type: 10 Park Plaza-Suite 5170 SOLAR CITY CORPORATION Supplement Card Boston,MA 02116 JAMES DIPADUA 24 ST MARTIN STREET BLD 2UNI 4;&1'14 LBOROUGN,MA 01752 Ze4_ t r-C-- Underrsecretary Not valid without signature 41` �z d t g,s" G f J. m:y ns _1;' / �{ (r r l/r7��� 11//'�•r'Ill/I �� - t (rl'.� �i/i'�//.�rf�� Office of Consumer Affairs and Business Regulation ' 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/8/2015 CRAIG ELLS - 24 ST. MARTIN STREET BLD 2 UNIT 11 --- - - - MARLBOROUGH, MA 01752 - -- - Update Address and return card.Mark reason for change. <, —] Address i j Renewal Employment ( Lost Card Office of Consumer Affairs&Business Regulation License or registration valid for individul use only 113 DOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: of Office of Consumer Affairs and Business Regulation Registration: 168572 Typ( 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement :ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UNI MA 01752 - -of v _rYi- WALBOROUGH, Undersecretary Not v lid without signature � ` �t irc1 �' 43Gxz�t7i ri# ^t •+� .�,,., °� i =wt �' � +r era; CS-107663 CRAIG ELLS 206 BAKER STREET Keene NH 03431 08/29/2017 AC4C>1 CERTIFICATE OF LIABILITY INSURANCE DATE 08QM/DDIYYYY) 08129!1014 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 endorsement(s). PRODUCER CONTA T MARSH RISK&INSURANCE SERVICES NAME;__ — i 345 CALIFORNIA STREET,SUITE 1300 jA�NN4.IExU FAX Nol CALIFORNIA LICENSE NO-0437153 E-MAIL SAN FRANCISCO,CA 94104 _A_DDR$4L ____ INSURERJSJ AFFORDING COVERAGE NAIC K 998301-STND-GAWUE-14.15 INSURER A,Liberty Mutual Fire Insurance Company 16586 INSURED -._-_ -_._ ---.. .. _ -._....... INSURER B:Liberty Insurance Corporation ---- -.... 42404 Ph(650)963-5100 _._.. WarCiy Corporation INSURER C:NIA NIA 3055 Clearview Way San Mateo,CA 94402 INSURER D: INSURER.E: INSURER F.' COVERAGES CERTIFICATE NUMBER: SEA-002440269.02 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_. INSR TYPE OF INSURANCE ADDL$UBR/ POLICY NUMBER M 11uDDmYF M DDM'YY LIMITS LTR A GENERAL LIABILITY TB2-661-066265-014 0910112014 09/0112015 EACH OCCURRENCE $ 1.000,000 X j DAMAGE TO RENTED 100,000 COMMERCIAL GENERAL LIABILITY PREMISES tEa occurrence) S CLAIMS-MADE I X I OCCUR MED EXP(Any one person) $ WOW PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMPIOP AGG $ 2,000,000 X POLICY X._ PRO- _...- LOC Deductible- -_.._ $. 25,000 A AUTOMOBILE LIABILITY AS2.661-066265.044 09101/2014 09101/2015 COMBINED SINGLE LIMIT _ -tEa accident) 1_ _._.. .S __._ _-_0 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) S X X PE NON-OWNED PRORTYOAMAGE S HIRED AUTOS AUTOS (Peraccident) X Phys.Damage COMP/COLLDED: $ $1,0001$1,000 UMBRELLA LUIB OCCUR EACH OCCURRENCE $ EXCESS LIAB 1 CLAIMS-MADE I,AGGREGATE $ DE RETENTION$ $ B WORKERS COMPENSATION WA7•660-066265-024 09/0112014 0910112015 X 1 WC STATU OTH- AND EMPLOYERS'LIABILITY YIN TORY LIMITS�__. ER _ B ANY PROPRIETORIPARTNERIEXECUTIVE WC7"661-066265 034(WI) 0910112014 1)9/01/2015 1.000,000 OFFICEWMEMBER EXCLUDED') � NIA E L EACH ACCIDENT $ B (Mandatory In NH) 'WC DEDUCTIBLE:5350,000' E L DISEASE-EA EMPLOYEE $ 1,000.000 M yes.describe under .I. DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 1' '� 1 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCiy Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 C learview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk S Insurance Services Charles Marmolejo ��-- ID 1988.2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts t Department of Industrial Accidents Office of Investigations I Congress Street, Suite 100 t'x'• Boston,MA 02114-2017 www.mass.gov1dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers _Applicant Information Please Print Legibly Name(Business/organization/individual): SOLARCITY CORP Address:3055 CLEARVIEW WAY City/State/Zip:SAN MATEO,CA 94402 Phone #:688-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.❑■ I am a employer with 5000 4. E] I am a general contractor and 1 6 El New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ i am a sole proprietor or partner- listed on the attached sheet. 7. E] Remodeling employees These sub-contractors have g, E] Demolition ship and have pr working for me in any capacity. employees and have workers'comp. E] Building addition [No workers' comp. insurance comp. insurance.= required.} 5. E] We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I 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 12.0 Roof repairs insurance required.] + c. 152,§1(4),and we have no SOLAR/PV employees. [No workers' 13.E Other_ comp. insurance required.] *Any applicant that checks box ii 1 must also fill out the section below showing their workers'conipensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such !Contractors 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 float Is providing workers'compensation insurance for my employees. Below is the policv and job site information. Insurance Company Name:_LIBERTY MUTUAL INSURANCE COMPANY Policy#or Self-ins. Lic. #:WA7-66D-0662„65-024 _ Expiration Date:09/01/2015 Job Site Address: ��L t City/State/Zip:_FAbfA jr M-A 0 C) a 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 MGI,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 cer1W under the pains turd penalties of perjury that fire Information provided above is true and correct. Simature: Phon #• ( - 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/i'own Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder:SOLARCITY/CRAIG ELLS 107663 License Number 604 SILVER ST AGAWAM MA 01001 8/29/17 Address � n Expiration Date � (/� 978-875-1698 Signature Telephone 9.Reaistered Home Improvement Contractor: Not Applicable ❑ SOLARCITY/JAMES DIPADUA 168572 Company Name Registration Number 604 SILVER ST AGAVAM MA 01001 3/8/15 Address Expiration Date cry w Telephone 978-215-2380 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... ❑ No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(l) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildine permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors E] Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [p Siding[p] Other[0] Brief Description of Proposed Work: Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet sa. If New house and or addition to existing housing, complete the followinxa: 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 Donna Hebert as Owner of the subject property hereby authorize SOLARCITY to act on my behalf, in all matters relative to work authorized by this building permit application. 11/12/2014 Signature of Owner Date SOLARCITY/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. JAMVi,,DIPADUA Print Na e 11/12/2014 Signature of O er/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 © YES Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DON'T KNOW Q YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW Q YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained © , Date Issued: C. Do any signs exist on the property? YES Q NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only City of Northampton Status of Permit: FL_ Building Department Curb GutlDriveway Permit 12 Main Street Sewer/Septic Availability Room 100 Water/We11 Availability hampton, MA 01060 Two Sets of Structural:Plans p ne 4.r 87-1240 Fax 413-587-1272 Plot/S to Plans Other Specify P111­1 AP Idki I Lr R CONUCT,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 5 Birch Ln Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Donna Hebert 5 Birch Ln Northampton MA 01062 Name(Print) Current Mailing Address: 413-246-0474 Telephone Signature 2.2 Authorized Agent: SolarCity Corp/.Tames DiPadua 604 Silver St Agawam MA 01001 Name ri ) Current Mailing Address: 978-257-6532 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 9,300 (a)Building Permit Fee 2. Electrical 21,700 (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) 31,000 Check Number G S This Section For Official Use Only Building ermit Number: Date g Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0572 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 24 ST MARTIN DR BLDG 2,UNIT 11 MARLBORO (888)765-2489(2358) PROPERTY LOCATION 5 BIRCH LN MAP 36 PARCEL 207 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid f C4 Building Permit Filled out Fee Paid Typeof Construction: INSTALL 48- 12.24 KW ROOF MOUNTED SOLAR PANELS 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 INFATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding _ Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management e i ' Delay e%ice/Y Si ure of duilcring Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 5 BIRCH LN BP-2015-0572 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-207 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Ca-�rv: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-0572 Project# JS-2015-001083 Est. Cost: $31000.00 Fee: $186.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. ft.): 81457.20 Owner: HEBERT DENNIS P&DONNA G Zoning: Applicant. SOLARCITY CORP AT: 5 BIRCH LN Applicant Address: Phone: Insurance: 24 ST MARTIN DR BLDG 2 UNIT 11 (888) 765 2489 (2358) Workers Compensation MARLBOROMA01752 ISSUED ON.11/19/2014 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 48 - 12.24 KW ROOF MOUNTED SOLAR PANELS 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 11/19/2014 0:00:00 $186.00 212 Main Street,Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner