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16A-027 (3) • solar - 9 o z solar " e • z SolarEdge Power Optimizer Module Add-On for North America P300 / P350 r P400 SolarEdge Power Optimizer P306 PBSU 9400 Module Add-On For North America (for 64re11 PV (for 72-cell PV (for 96-cell PV modules) modules) modules) INPUT/ P350 / P400 • ruT Rated Input DC Power('J 300 35D 400 W Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 '.. Vdc MPPT Operating Range 8-48 8-60 8-80 Vdc • Maximum Short Circuit Current(Isc) 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoitage Category II R OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) ' T y Maximum Output Current 15 Adc Maximum Output Voltage 60 Vdc ' ::; - «, • OUTPUT DURING STANDBY(POWER OPT_I MIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output voltage per Power Optimizer 1 Vdc STANDARD_COMPLIANCE_ _ EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety JEC62109-1(class II safety),UL1741 - RoHS Yes _ INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage - - 1000 Vdc Dimensions(W x L x H) 141 x 212 x 405/5.55 x 8.34 x 1.59 mm/in Weight(including cables) 950/2 1 gr/ib Input Connector MC4/Amphenol/Tyco t" Output Wire Type/Connector Double Insulated,Amphenol Output Wire Length 0.95/3.0 1.2/3.9 m/ft Operating Temperature Range 40 +85/-40-+185 °C/°F Protection Rating IP65/NEMA4 Relative Humidity 0-100 % a,md s*CP-11 or mo mod111.-1 f�,msx pow, .,a d 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 Maximum Power per String 5250 6000 12750 W Superior efficiency(99.5%) Parallel Strings of Different Lengths or Orientations Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Flexible system design for maximum space utilization Fast installation with a single bolt Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety sn. _ P r,��.r,= Ilnr; - l „r;r; - -i - cl,w, - Isr+rl, ;tc:;i.�;. WWW.solar:,(lv(,us e�,d�e est8� N o6 � �� CanadianSolar CS6P-235/240/245/250/255PX "``a Black-framed et•ak�ht° Electrical Data STC CS6P-235P CS61p-240P CS61P-245P CS6P•250PXCS6P•255PX Temperature Characteristics Nominal Maximum Power(Pmax) 235W 240W 245W 25OW 255W NewEdge _Optimum Operating Voltage(Vmp) 29.8V 29.9V 30 O 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 37.4V _ _Isc- 0.065%/°C -- --_.----._ .-- Black-framed • Short Circuit Current(Ise) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45+2°C Module Efficiency 14.61% 14.921/6 15.23% 15.54916 15.859% Operating Temperature -40°C-+85°C _ Performance at Low Irradiance Maximum System Voltage 1000V(IEC)/600V(ULL__ Industry y leadin g performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification Class irradiance of 1000w/m'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 25C NewEdge,the next generation module designed for multiple -- --- - - ----- Engineering Drawings types of mounting systems,offers customers the added NO CT CS6P-235 P CS6P-240P CS6P-245PXCS6P•250PXCS6P-255PX Nominal Maximum Power(Pmax) 170W 174W 178W 181W 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 a ^, Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34.4V The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Ise) 6.86A 6.96A 7.08A 7.19A 7.29A incorporating the groundbreaking Zep compatible frame. Under Normal operating Cell Temperature,Irradiance ofti W/m',spectrum AM 1.5,ambient temperature 20'C. wind speed 1 m/s The specially designed frame allows for rail-free fast 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(45.2 lbs) 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 Best Quality J-BOX IP65,3diodes installation costs in half j 9b j e • 235 quality control points in module production Cabl 4mm'(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 • Accredited Salt mist resistant Module Pieces per container(40 ft.Container) 672pcs(40'HQ) • Built-in hyper-bonded grounding system - if it's I-V Curves CS6P-255PX mounted,it's grounded 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 350 and grounding system • Non-cancellable coverage j • Industry first comprehensive warranty insurance by Immediate I AM Best rated leading insurance companies in the • Insured by 3 world top insurance companies world Comprehensive Certificates • Industry leading plus only power tolerance:0-+5W . IEC 61215,IEC 61730, IEC61701 ED2,UL1703, - - 115 a • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS ---�6-- ground mounting systems • IS09001:2008:Quality Management System • I.SO/TS16949:2009:The automotive quality 'Speccations included in this datasheet are subject to change without prior notice. • Backed By Our New 10125 Linear Power Warranty management system Plus our added 25 year insurance coverage • IS014001:2004:Standards for Environmental About Canadian Solar 100 management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 97% qd • QC080000 HSPM:The Certification for companies- As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in d Value Fro manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing sox M warranty Hazardous Substances Regulations 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 80Y occupational health and safety customers. Canadian Solar's world class team of o% s 10 1s 20 �s REACH Compliance professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarters Guelph I Ontario 10 year product warranty on materials and workmanship x- aE A. $p• �Fc," 25 year linear power output warranty ®� �'`` SGS P.`.ur',� �:- TeL+1 519 837 1881 www.canadiansolar.com EN-Rev 10.17 Copyright*2012 C ana4lan 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 CompatibleTM 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 "t S di d B di "Grounng an Bonding System" i to a more visually appealing system.SleekMount as - 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 �` S: 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 Secure Leveling Foot to the Comp Mount using machine Screw Place module Components 5116"Machine Screw Leveling Foot w . Lag Screw Comp Mount tt +£ Comp Mount Flashing tai 0 v°oMOAT�e SolarCity January 2013 , 0 LISTED SolarCity, January J 2013 WARNING;PHOTOVOLTAIC POWER SOURCE Location:Label Location: Label Location: Label : WARNING A ' Per Code: Per C odeWARNING: Per 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 • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND Code: INVERTERIS Per IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED DISCONNECT NEC 690.14.C.2 Label Location: WARNING „- MAXIMUM POWER-_A INVERTER OUTPUT POINT CURRENT(Imp) - 690.64.13.7 MAXIMUM POWER- CONNECTION POINT VOLTAGE(Vmp)-V NEC 690.53 DO NOT RELOCATE MAXIMUM SYSTEM- THIS OVERCURRENT VOLTAGE(Voc) V DEVICE SHORT-CIRCUIT_A CURRENT(Isc) Label • • PHOTOVOLTAIC POINT OF (POI) Label INTERCONNECTION Per Code: WARNING ' WARNING: ELECTRIC SHOCK •. • 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 CAUTION ' ELECTRIC SHOCK HAZARD 690.5(C) PHOTOVOLTAIC SYSTEM NORMALLY GROUNDED CIRCUIT IS BACKFED '' CONDUCTORS MAY BE UNGROUNDEDANO ENERGIZED Label • • Label Location: CAUTION '• PHOTOVOLTAIC AC (AC) (POI) DUAL POWER SOURCE Per Code: Disconnect Per DISCONNECT NEC �d' � PHO OVOLTAOICSYSTEM 690.64.B.4 Conduit •• . - :. (D): Distribution Panel (DC): DC Disconnect onduit Label (INV): Inverter With Integrated DC Disconnect MAXIMUM AC A • OPERATING CURRENT Per Code: (M): Utility't•Meter MAXIMUM AC V 690.54 •I): Point of • • Eli OPERATING VOLTAGE _ ■u.■ nmum�m n■ ■unir■ m■m r • '• � ` '• Label Set ' nnaiuninniau■muur■n•uu¢n•. . 1 ' • ' • , '• � nnram:• a nr.cno•niuunnirnwuni■ GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:Cutler-Hammer Inv 1: DC Ungrounded INV GEN 168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:NA Inv 2: DC Ungrounded INV 1 -(1)IAR�EO 5EODOw, v,s7S Sr, wR/�tlnl eIisCO and ZB,RGM,aFCI -(31)CANADIAN SOLAR # CS6P-255PX # 9 PV Module; 255 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Overhead Service Entrance Tie-In: Supply Side Connection INV 2 -(1)SOLAREDGE L'SE3000A-USODOSNB2 o% B Inverter; W, 240V, 97.5X; wNni isca and ZB,RGM,AFCI Voc: 37.4 Vpmox: 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 B Disconnect 7 5 SOLAREDGE B 45A D SE5000A-USOOOSNR2 A C 30A/2P Lt Z4av SolarCity B L2 N 3 4DC+ :M (E) LOAD S GND _ ____ GND _ -_----------- EGCI DG- --i W r- cec -'-T N Dc- c- MP 1: 1x19 JI I GND __ EGC--------------------------- GC-------------------� I N ww_ �c _; Inverter 2 CIGEC 6 SOLAREDGE I ' SE3000A-USOOOSNR2 1 I i l I - GEC 20A/2P L2 iaa v T I TO 120/240V i N 4 FA 2 I SINGLE PHASE I I L_ EGCI DC- Da fa- EGq SILI TYSERVICE I I ____-_____------ -cec ---1� Dc Dc- MP 2: 1x12--------------------------- EGC----------------- J I I y I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (2)Ground Rod; 5/8' x 8', Copper B (1)CUTLER-HAMMER /DG222NRB A (2)SolarCity 4 STRING JUNCTION BOX -(2)ILSC0!IPC 4/D-/6 Disconnect; 60A, 24OVac, Fusible, NEMA 3R AC 2x2 STR GS, UNFUSED, GROUNDED DC Insulation Piercing Connector; Main 4/0-4, Tap 6-14 -(1)CUTLER-HAMMER a DG1 OONB D ( )BRYANT BR616L125RP Ground/Neutral d; 60-100A, General Duty(DG) PV (31)SPowerB x 300-2N30OW, 1 PowerBox( imizer, 300W, H4, DC to DC, ZEP Load Center, 125A, 120 240V, NEMA 3R -(1)CUTLER-HAMMER /DS16FK -(1)CUTLER-HAMM R /BR230 Gass R Fuse Kit Breaker; 30AE/2P, 2 Spaces I -(2)FERRAZ SHAWMUT/TR45R PV BACKFEED OCP nd (1)AWG 16, Solid Bare Copper -(1)CUTLER r, 30A R /BR220 Fuse; 45A, 25OV, Gass RK5 -(1)Ground Rod; 5/8' x 8', Copper Breaker, 20A/2P, 2 Spaces (1)CUTLER-HAMMER /DG222URB Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL SC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE (1)CUTLER A'MMER 1 DG100NB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Ground eutral Kit; 60-100A, General Duty(DG) (11 A WG 18, THWN-2, Black ��(1)AWG/10, 1HNTI-2, Black (1)AWG/10, THWN-2, Block Voc* =500 VDC Isc =15 ADC (2)AWG 110, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O Isi-(1)AWG 18, THWN-2, Red ; O Ise(1)AWG/10, THWN-2, Red O (1)AWG#10. THWN-2, Red Vmp =350 VDC Imp=13.66 ADC O (1)AWG 16, Solid Bare Copper EGC Vmp =350 VDC Imp=13.66 ADC (1)AWG 18, THWN-2, White NEUTRAL Vmp =240 VAC Imp 33.33 (1)AWG/10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=20.83AAC (1)AWG/10,THWN-2,.Green EGC_ . . .-(1)Conduit.Kit; 3/47,EMT. , , . , , . . ; . . . . .70)AWG/8. . . . . . . . . . . . ./. . . . ( )Condu . . /�. . . . . . . . . . -�.). . ./$. . . . . . . . . . . . . . ./. /7. . . . . . . . . . . . . ( ) / _ = i (2)ANG/10, PV 1WRE. Black. Voc -500 VDC Isc -15. . .ADC THWdJ-2, Green EGC GEC- 1)Conduit Kit; 3 4 EMT 1 AWG THWN-2, Green EGC GEC_-0)Conduit Kit; 3 4 EMT 1 AWG 10, THWN-2, Block Voc* 500 VDC Isc 15 ADC 1 (1)AWG/6, THWN-2, Black (1)AWG/10, THWN-2, Red - (1)AWG/t0,THWfN-2, G en , EGC. . . .V(1)C=350 KitV3/$Imp=8.63 ADC I O (1)AWG/6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.63 ADC 8 (1)AWG /6, 1HWN-2, Red 6 ®� i J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O (1)AWG /6, 1HWN-2, White NEUTRAL Vmp =240 VAC Imp (1)AWG/10, THWN-2, White NEUTRAL Vmp =240 VAC Imp-12.5 AAC . . . , , . -(1)AWG 16,.Solid Bore.Copper. GEC. . . .-0)Conduit,Kit;.3/4'.EMT, . . . j . . -(1)AWG/8,,TF1WN-2,.Green . EGC/GEC (1)Conduit.Kit;,3/4',EMT I j 1 I CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-010439 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE BLAIR, MARTHA BLAIR RESIDENCE Jeff Bunco BENEFIT IT BE DISCLOSED N WHOLE ORCIN MOUNTING SYSTEM: 16 CHESTERFIELD RD 7.905 KW PV ARRAY 0A.Solaf City/ PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: LEEDS, MA 01027 THE SALE AND USE OF THE RESPECTIVE (31) CANADIAN SOLAR # CS6P-255PX 24 St. Mahn Drive,Binding 2,unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE: T: (650)638-102 Marlborough,MA A (617)636-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 413-582-0328 THREE LINE DIAGRAM PV 5 9/19/2014 (BBB)-SOL-CITY(765-2489) www.eolarcity.cam UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN q6 NUMBER: JB-010439 00 BLAIR, MARTHA BLAIR RESIDENCE Jeff Bunca �\ ! ' CONTAINED SHALL NOT E USED FOR THE .,,So�arCity BENEFlT�ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM � � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 16 CHESTERFIELD RD 7.905 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S P ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES LEEDS, MA 01027 THE SALE AND USE OF THE RESPECTIVE (31) CANADIAN SOLAR # CS6P-255PX 1 24 St. Martin Drive, Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION of SOLARCITY INC. NvERItEjRiple Inverters 413-582-0328 UPLIFT CALCULATIONS PV 4 9/19/2014 (BBaj(650)638-1028 ww sda�t�an, PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS (E) 2x4 LOCATE RAFTER, MARK HOLE S1 ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C — —— ZEP FLASHING C (3) (3) INSERT FLASHING. 1' 12' (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) LBW (E) ROOF DECKING (2) �(5 INSTALL LAG BOLT WITH SIDE VIEW OF MP1 NTS 5/16" DIA STAINLESS (5) EALING WASHER. A STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN) LANDSCAPE 64" 24" STAGGERED (E) RAFTER STAN DOFF PORTRAIT 48" 19" S RAFTER 2X8 @ 16" OC ROOF AZI 198 PITCH 25 STORIES: 2 ARRAY AZI 198 PITCH 25 C.J. 2x6 @16" OC Comp Shingle (E) 2X4 STAMPED & SIGNED FOR STRUCTURAL ONLY S1 4" 1'- (E) LBW B SIDE VIEW OF MP2 NTS MP2 I X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 1 72" 1 24" 1 ISTAGGERED PORTRAIT 1 48" 1 20" TOP CHORD 20 @ 24"OC ROOF AZI 198 PITCH 43 STORIES:2 ARRAY AZI 198 PITCH 43 BOT CHORD 2X4 @24"OC Comp Shingle CONFIDENTIAL— THE INFORMATION HEREIN ,p8 NUMBER: J B-010439 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: \\� CONTAINED SHALL NOT BE USED FOR THE BLAIR, MARTHA BLAIR RESIDENCE Jeff Bunco `�0����I�` , BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM: "�� y� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 16 CHESTERFIELD RD 7.905 KW PV ARRAY r,� PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: LEEDS MA 01027 ORGANIZATION, EXCEPT IN CONNECTION NTH 24 St. Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (31) CANADIAN SOLAR # CS6P-255PX PAGE NAME: SHEET: REY. DAIS Marlborough,MA 01752 PERRMISSIONEOFISOLARCITYINO�C1 NTTHEWRITTEN [INVERTER: 413-582-0328 PV 3 9/19/2014 (888)-80L)CITYB(765824Bg)6ww)w.sdaoOtycom Multiple Inverters STRUCTURAL VIEWS PITCH: 25 ARRAY PITCH:25 MPl AZIMUTH: 198 ARRAY AZIMUTH: 198 MATERIAL: Comp Shingle STORY: 2 Stories ►►+• ! PITCH: 43 ARRAY PITCH:43 '_ MP2 AZIMUTH: 198 ARRAY AZIMUTH: 198 r. ;° '�' - MATERIAL: Comp Shingle STORY: 2 Stories c „^,I L,,rw n. 16 Chesterfield Rd ( S�t;U(:' a'{.`ti' (E)DRIVEWAY STAMPED & SIGNED FOR STRUCTURAL ONLY Digitally signed by Andrew White Date:2014.09.23 11:11:04-04'00' LEGEND O (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS Front Of House AC AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS r, It D,, O° DISTRIBUTION PANEL & LABELS AC AC L ® LD LOAD CENTER & WARNING LABELS 19 MPl O M DEDICATED PV SYSTEM METER Inv 81:_ PZ O STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR A — GATE/FENCE O HEAT PRODUCING VENTS ARE RED B I, 'I INTERIOR EQUIPMENT IS DASHED L=�J POOL SITE PLAN N Scale:1/16" = 1' E 01' 16' 32' W EL 5 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN NUMBER: J B-010439 00 BLAIR, MARTHA BLAIR RESIDENCE Jeff Bunca SolarCit CONTAINED SHALL NOT BE USED FOR THE , BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �,,` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp ount Type C 16 CHESTERFIELD RD 7.905 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS p ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES' LEEDS, MA 01027 THE SALE AND USE OF THE RESPECTIVE (31) 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,MA 01752 638-1029 PERMISSION of SOLAR INC. Multiple Inverters 413-582-0328 SITE PLAN PV 2 9/19/2014 (Bee)-sa-my(765-2489) arm.solarcity.com ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. City of NorthamPton BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. Building Department CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING Plan Review DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN 212 Main Street EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING Northampton, M�►0106� EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. �- GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT 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 LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Northampton REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-010439 00 BLAIR, MARTHA BLAIR RESIDENCE Jeff Bunca ���l, ' BENEFIT OF ANYONE EXCEPT SOLARCITY INC., OUNTING SYSTEM; 'N SOlarCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp ount Type C 16 CHESTERFIELD RD 7.905 KW PV ARRAY 7� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: LEEDS MA 01027 ORGANIZATION, EXCEPT IN CONNECTION WITH > THE SALE AND USE OF THE RESPECTIVE (31) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 111IMultiple NVERTER: PAGE NAME: SHEET: REV: DATE: T: (650)638-1028 F:A(617 638-1029 PERMISSION OF SOLARCITY INC. VERTE Inverters 413-582-0328 COVER SHEET PV 1 9/19/2014 (Bea)-SOL-CITY(7e5-2489) www.edarcity.com DocuSign Envelope ID:B952F1A5-9A61-4893-B2AB-FFE763B898D0 i attorney's fees and costs except that you are entitled to recover 20.Notices. your attorney's fees and costs if you prevail in the arbitration and the award you receive from the arbitrator is higher than SolarCity's All notices under this PPA shall be in writing and shall be by last written settlement offer. When determining whether your personal delivery,facsimile transmission,electronic mail,overnight courier,or certified award is higher than SolarCity's last written settlement offer your or registered mail,return receipt requested. attorney's fees and costs will not be included. 21.Entire Agreement;Changes. Only Disputes involving you and SolarCity may be addressed in the This PPA contains the parties'entire agreement regarding the sale arbitration.Disputes must be brought in the name of an individual and purchase of power generated by the System. There are no person or entity and must proceed on an individual(non-class,non- other agreements regarding this PPA,either written or oral. Any representative)basis.The arbitrator will not award relief for or change to this PPA must be in writing and signed by both parties. against anyone who is not a party. If either of us arbitrates a If any portion of this PPA is determined to be unenforceable,the Dispute,neither of us,nor any other person,may pursue the remaining provisions shall be enforced in accordance with their Dispute in arbitration as a class action,class arbitration,private terms or shall be interpreted or re-written so as to make them attorney general action or other representative action,nor may any enforceable. such Dispute be pursued on your or our behalf in any litigation in any court.Claims regarding any Dispute and remedies sought as part of a class action,class arbitration,private attorney general or REST OF PAGE INTENTIONALLY LEFT BLANK other representative action are subject to arbitration on an individual(non-class,non-representative)basis,and the arbitrator may award relief only on an individual(non-class,non- representative)basis.This means that the arbitration may not address disputes involving other persons with disputes similar to the Disputes between you and SolarCity. The arbitrator shall have the authority to award any legal or equitable remedy or relief that a court could order or grant under this agreement.The arbitrator,however,is not authorized to change or alter the terms of this agreement or to make any award that would extend to any transaction other than yours.All statutes of limitations that are applicable to any dispute shall apply to any arbitration between us. The arbitrator will issue a decision or award in writing,briefly stating the essential findings of fact and conclusions of law. BECAUSE YOU AND WE HAVE AGREED TO ARBITRATE ALL DISPUTES,NEITHER OF US WILL HAVE THE RIGHT TO LITIGATE THAT DISPUTE IN COURT,OR TO HAVE A JURY TRIAL ON THAT DISPUTE,OR ENGAGE IN DISCOVERY EXCEPT AS PROVIDED FOR IN THE RULES.FURTHER,YOU WILL NOT HAVE THE RIGHT TO PARTICIPATE AS A REPRESENTATIVE OR MEMBER OF ANY CLASS PERTAINING TO ANY DISPUTE.THE ARBITRATOR'S DECISION WILL BE FINAL AND BINDING ON THE PARTIES AND MAY BE ENTERED AND ENFORCED IN ANY COURT HAVING JURISDICTION, EXCEPT TO THE EXTENT IT IS SUBJECT TO REVIEW IN ACCORDANCE WITH APPLICABLE LAW GOVERNING ARBITRATION AWARDS,OTHER RIGHTS THAT YOU OR WE WOULD HAVE IN COURT MAY ALSO NOT BE AVAILABLE IN ARBITRATION. 19.Waiver. Any delay or failure of a party to enforce any of the provisions of this PPA,including but not limited to any remedies listed in this PPA,or to require performance by the other party of any of the provisions of this PPA,shall not be construed to(i)be a waiver of such provisions or a party's right to enforce that provision;or(ii) affect the validity of this PPA. DocuSign Envelope ID:B952F1A5-9A61-4B93-B2AB-FFE763B898D0 y 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: Martha Blair EXPLANATION OF THIS RIGHT. oocusignea by: 23.ADDITIONAL RIGHTS TO CANCEL. Signature: A" IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 9/16/2014 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 9/16/2014. If you Customer's Name: Docusigned by. don't sign this PPA and return it to us on or prior to 30 days after 9116/2014,SolarCity reserves the right to reject this PPA unless Signature: Wayne Blair you agree to our then current pricing. Date: 9/16/2014 SolarCity Power Purchase Agreement SOLARCITY APPROVED Signature: t.YNDaN RiVr, CEO (PPA) Power Purchase Agfeenaent Date: 9/16/2014 >z DocuSign Envelope ID:B952F1A5-9A61-4893-B2AB-FFE763B898D0 I Introduction. System;or(iv)your System is not reporting production to This Power Purchase Agreement(this"Power Purchase SolarCity(e.g.you have disconnected the SolarGuard system Agreement"or"PPA")is the agreement between you and or the internet connection at your Home goes down on the SolarCity Corporation(together with its successors and assigns, reporting day),then SolarCity will reasonably estimate the "SolarCity"or"we"),covering the sale to you of the power amount of power that would have been delivered to you during produced by the solar panel system(the"System")we will install such System or reporting outages or reduced production at your home. SolarCity agrees to sell to you,and you agree to periods("Estimated Production")and shall consider Estimated buy from SolarCity,all of the power produced by the System. The Production as actual production for purposes of this System will be installed by SolarCity at the address you listed paragraph. In the first year of the Term, Estimated Production above(the"Property"or your"Home.") This Power Purchase will be based on our production projections. After the first Agreement is eight(8)pages long and has up to three(3)Exhibits year of the Term,Estimated Production will be based on depending on the state where you live. SolarCity provides you historical production for that month in the prior year. If we bill with a Limited Warranty(the"Limited Warranty"). The Limited you for Estimated Production because your System is not Warranty is attached as Exhibit 2.If you have any questions reporting production to SolarCity,and we subsequently regarding this Power Purchase Agreement,please ask your determine that we have either overestimated or SolarCity sales consultant. underestimated the actual production,then we will adjust the next bill downward(to refund overbilling)or upward(to make 2. Term. up for lost billing). You will not be charged for Estimated SolarCity agrees to sell you the power generated by the System Production when the System is not producing electricity due to for 20 years(240 months),plus,if the Interconnection Date is not SolarCity's fault,or if it's due to grid failure or power outages on the first day of a calendar month,the number of days left in that caused by someone other than you. partial calendar month. We refer to this period of time as the 5. Power Purchase Agreement Obligations. "Term." The Term begins on the Interconnection Date. The (a) System,Home and Property Maintenance "Interconnection Date"is the date that the System is turned on and generating power. SolarCity will notify you when your System is You agree to: ready to be turned on. (i) only have the System repaired pursuant to the Limited 3. Intentionally Left Blank. Warranty and reasonably cooperate when repairs are 4. Power Purchase Agreement Payments;Amounts. being made; (ii) keep trees,bushes and hedges trimmed so that the (a) Power Price. During the first year of the term,you are System receives as much sunlight as it did when purchasing all of the power the System produces for$0.1200 SolarCity installed it; per kWh. After the first year,the price per kWh will increase by 2.90%per year.There are no installation costs. (iii) not modify your Home in a way that shades the System; (b) Payments. (iv) be responsible for any conditions at your Home that Your monthly payments will be the product of(A)the price per affect the installation(e.g.,blocking access to the roof, kWh multiplied by(B)the actual kWh output for the calendar or removing a tree that is in the way,prior work you month("Monthly Payments"). Invoices for Monthly Payments have done on your home that was not permitted); will be mailed or emailed no later than ten(10)days after the (v) not remove any markings or identification tags on the end of a calendar month. If you are paying your invoice by System; automatic debit from your checking or savings account(ACH) (vi) permit SolarCity,after we give you reasonable notice, we will debit your bank account on or about the 151 day of the to inspect the System for proper operation as we next month following invoice(e.g.January invoices are sent in reasonably determine necessary; early February and debited on or about March 1).Monthly Payments will change as your price per kWh changes over the (vii) use the System primarily for personal,family or Term of this PPA and as System production varies(e.g., household purposes,but not to heat a swimming pool; summer has higher production).You will have regular access (viii) not do anything,permit or allow to exist any condition to the System's production via your SolarCity online account. or circumstance that would cause the System not to Payments due upon installation,if any,are due immediately operate as intended at the Property; prior to commencement of installation.You will make no (ix) notify SolarCity if you think the System is damaged or Monthly Payments if you are fully prepaying this PPA. In appears unsafe;if the System is stolen;and prior to this case,you will pay only the amounts listed in the key changing your power supplier; terms summary on page one of this PPA. (x) have anyone who has an ownership interest in your (c) Estimated Production. If(i)the System is shut down for more Home sign this Power Purchase Agreement; than seven(7)full twenty-four(24)hour days cumulatively (xi) return any documents we send you for signature(like during the Term because of your actions;or(ii)you take some incentive claim forms)within seven(7)days of action that significantly reduces the output of the System;(iii) receiving them;and you don't trim your bushes or trees to their appearance when (xi i) maintain and make available,at your cost,a functioning you signed this PPA to avoid foliage growth from shading the indoor internet connection with a router,one DHCP DocuSign Envelope ID:B952F1A5-9A61-4893-B2AB-FFE763B898D0 a.. N SolarCity. I t wo r Iur A(-It i i(,rit Here are the key terms of your SolarCity Power Purchase Agreement Date: . 9/16/2014 0 12 .00 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 specked in the agreement. • The rate you pay for electricity,exclusive of taxes,will never increase by more than 2.90%per year. • The pricing in this PPA is valid for 30 days after 9/16/2014. • 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 9,170 kWh Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Martha Blair 16 Chesterfield Rd 16 Chesterfield Rd Leeds, MA 01027 Leeds, MA 01027 Options for System purchase and transfer: Options at the end of the 20 year term: • If you move,you may transfer this agreement to the purchaser of your • SolarCity will remove the System at no cost to you. Home,as specified in the agreement. . You can upgrade to a new System with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. . You may purchase the System from SolarCity for its fair • These options apply during the 20 year term of our agreement and not market value as specified in the agreement. beyond that term. • You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. ,�/"f i ^.I I ! 11�i. 888.S01 .CITY 1 888.765.2489 { SOLARCITY.COM MA HIC 168572(MA Lic.MR-1136 Document Generated on 9%16/2014 273598 CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Com Mount Roof Slope 430 Rafter Spacing 24"O.C. Framing T Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam 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 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 110 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U -15.9 Psf Wind Pressure Down 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -281 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 56.3% 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 -313 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 62.6% FII WoodWorks® Sizer 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 = 57 Fv' = 155 fv/Fv' = 0.37 Bending(+) fb = 1029 Fb' = 1736 fb/Fb' = 0.59 Bending(-) fb = 1409 Fb' = 1573 fb/Fb' = 0.90 Live Defl'n 0.35 = L/313 0.61 = L/180 0.57 Total Defl'n 0.44 = L/247 0.92 = L/120 0.49 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 7 Fb' - 875 1.15 1.00 1.00 0.906 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 #2 = D+S, V = 219, V design = 201 lbs Bending(+) : LC #7 = D+S (pattern: SsS) , M = 263 lbs-ft Bending(-) : LC #B = D+S (pattern: sSS) , M = 360 lbs-ft Deflection: LC #7 = (live) LC #7 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, 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 W Sep. 22, 2014 13:24 mp2.wwb Design Check Calculation Sheet Wood Works 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 PV LOAD Dead Partial Area No 1.00 7.92 3.00 (24.0) * psf snow Snow Full Area Yes 25.60 (24.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 1'-2" 6-11" 13'-8" Unfactored: Dead 92 167 60 Snow 194 362 171 Factored: Total 287 530 230 Bearing: F'theta 633 633 633 Capacity Joist 3682 3682 3325 Supports 4101 4101 4101 Anal/Des Joist 0.08 0.14 0.07 Support 0.07 0.13 0.06 Load comb #5 #8 #7 Length 3 .50 3.50 3 .50 Min req'd 0.50* 0.45** 0.50* Cb 1.11 1.11 1.00 Cb min 1.75 1.75 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 "Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP2 Lumber-soft, S-P-F, No.1 1No.2, 2x4 (1-1/2"x3-1/2") Supports:All-Lumber Stud Wall, D.Fir-L Stud Roof joist spaced at 24.0"c/c; Total length: 19'-2.1"; Pitch: 11/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 [ft] LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 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 MP2 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 11/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 0.65 Section 4.9 Reduced Roof Live Load Lr 4= Lo(Rt)(R2) Equation 4-2 Reduced Roof Live Load Lr 13 psf MP2 13.0 Psf Reduced Ground Roof Live Snow Loads Code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 430 I Horiz.Distance from Eve to Ridge W 18.8 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially 0 posed Table 7-2 Snow Thermal Factor Ct Structures kept just above freezing Table 7-3 1.1 Minimum Flat Roof Snow Load(w/ pf`""' 30.8 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load pf pf= 0.7(Ce)(Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 30.8 psf 77% ASCE Desl n Slopea RoW Snow Load Over Surroundinq Roof Surface Condition of Surrounding Cs-goof All Other Surfaces Figure 7-2 Roof 0.8 Design Roof Snow Load Over p6_„of= (C.-.f)pf ASCE Eq: 7.4-1 Surrounding Roof ps fOOf 25.6 Psf 64% ASCE Design Slomd Roo Snow Load Over PV Modules Surface Condition of PV Modules Cs_PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV p6_ = (C.-")pf ASCE Eq: 7.4-1 Modules p:°" 13.9 Psf 35% CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount7m Spanning Vents No Standoff Attachment Hardware Com2 M un T e C Roof Slope 250 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 Onlv 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/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 ressure qh = 0.00256(Kz)(Krt)(Kd)(V^2)(I) ty qn 16.7 sf Equation 6-15 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 = qn(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 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 -223 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 44.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 17" 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/Capacity DCR 55.7% 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 = 37 Fv' = 155 fv/Fv' = 0.24 Bending(+) fb = 918 Fb' = 1389 fb/Fb' = 0.66 Bending(-) fb = 24 Fb' = 712 fb/Fb' = 0.03 Live Defl'n 0.36 = L/452 0.89 = L/180 0.40 Total Defl'n 1 0.49 = L/330 1.34 = L/120 0.36 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.512 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 303, V design = 272 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 1005 lbs-ft Bending(-) : LC #2 = D+S, M = 26 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated 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 = 67e06 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 WoodWorks(D Sep. 22, 2014 13:21 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 7.50 (16.0) * psf PV LOAD Dead Partial Area No 1.58 10.42 3.00 (16.0) * psf snow Snow Full Area Yes 30.80 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 15'-1.7^ 0' 1' 13' Unfactored: Dead 102 86 Snow 289 257 Factored: Total 391 343 Bearing: F'theta 493 493 Capacity Joist 2868 2591 Supports 4101 4101 Anal/Des Joist 0.14 0.13 Support 0.10 0.08 Load comb #2 #4 Length 3 .50 3 .50 Min req'd 0.33** 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports **Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: All-Lumber Stud Wall, D.Fir-L Stud Roof joist spaced at 16.0"c/c; Total length: 15'-1.7"; Pitch: 6/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MPi 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 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 8 Psf(Mpi) 8.0 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 0.925 Section 4.9 Reduced Roof Live Load Lr 4= Lo(111)(112) 1 Equation 4-2 Reduced Roof Live Load Lr 18.5 psf(MP1) 18.5 Psf Reduced Ground Roof Live Snow Loads Code Ground Snow Load 139 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 250 I Horiz. Distance from Eve to Ridge W 14.4 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 1.0 Snow Thermal Factor Ct Structures kept just above freezing Table 7-3 1.1 Minimum Flat Roof Snow Load(w/ Pf-min 30.8 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load pf pf= 0.7(Ce)(Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 30.8 psf 77% ASCE Design Sloped Roo 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 Ps-roof= (Cs-roof)Pf ASCE Eq:7.4-1 Surrounding Roof P:-roof 30.8 Psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C,_PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV PS-P,= (CS-P.)Pf ASCE Eq:7.4-1 Modules PS-p° 30.8 psf 77% 09.22.2014 SleekMountTM PV System Version#39.1 SolarCity, Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Blair Residence AHJ: Northampton Job Number: 010439 Building Code: MA Res.Code,8th Edition Customer Name: Blair, Martha Based On: IRC 2009/IBC 2009 Address: 16 Chesterfield Rd ASCE Code: ASCE 7-05 City/State: Leeds, MA Risk Category: II Zip Code 01027 Upgrades Req'd? No Latitude/Longitude: 42.340746 -72.695517 Stamp Req'd? Yes SC Office: Springfield PV Designer: Jeff Bunca Calculations: Corvell Sparks EOR: Andrew White 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 =0.22528 < 0.4g and Seismic Design Category(SDQ = B < D 112-MILE VICINITY MAP • x Pr&a�th of Massachusetts EOEA, U.S. Geological Survey, USDA Farm S*rMce A-gency 16 Chesterfield Rd, Leeds, MA 01027 Latitude:42.340746, Longitude: -72.695517,Exposure Category:C Version#39.1 SolarCity. _ 3055 Clearv(ew Way, San tvlateo. CA 94402 (888)-SOL-CITY (765-2489) 1 www solarcity com c ANIURF-W D WI1!T t: r September 22, 2014 t� s rr,t 1.r A' c.7 C Project/Job#010439 i �tk;. 7:11 RE: CERTIFICATION LETTER Project: Blair Residence MAt 16 Chesterfield Rd Leeds,MA 01027 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 -MP1: Roof DL= 8 psf, Roof LL/SL= 30.8 psf(Non-PV Areas), Roof LL/SL= 30.8 psf(PV Areas) - MP2: Roof DL= 7 psf, Roof LL/SL= 25.6 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22528 < 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, Andrew White, P.E. Digitally signed by Andrew White Structural Engineer Date:2014.09.23 11:09:50-04'00' Main: 888.765.2489,x2377 email: awhite @solarcity.com 3055 Clearvtev;play S,m Metou, ( A 91 102 1 (6 0)638-102b {888)S(-A, CT CY" t ( 0?618-1029 solarcitv.; crn ^ 4 ' l ® OATS(MMIDDIYYYY) ACIORV CERTIFICATE OF LIABILITY INSURANCE 06129!2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(iss)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 NAME MARSH RISK&INSURANCE SERVICES - --' ` -- FAX 346 CALIFORNIA STREET,SUITE 1300 AM No•EaBJ CALIFORNIA LICENSE NO.0437153 A_�RFTe$' SAN FRANCISCO,CA 94104 ------- ._•.. -- _---_ tNSURER(SiAF ROINeCOVERAG_E -__-_ NAICR-- -- 998301-STND-GAIMUE-14-15 INSURER A:Liberty Muhual Fire Insurance Company 16586 INSURED INSURER 0:Liberty Insurance COrPOratiOn 42404 Ph(650)963-5100 -- - - - -- SolarGty Corporation -INSURER C_WA-- WA 3055 CleaMew W -INSURER --- _ - —-- -- ----. —_ ---- D:__..-...- San Mateo,CA 94402 -- —-- - -- - -- ---- - ---. INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269102 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 REOUIREMENT, 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. _ — - ------LIMITS .....---- ILS _.---TYPEOFINSURANCE- --------- ODL V POLICY NUMBER POLYEFF POLICYE%P- A GENERAL LIABILITY TB2-661-066265.014 00112014 09/01/2015 EACH OCCURRENCE S 1,000,000 -X COMMERCIAL ENTED---- - ---- - COMMERCIAL GENERAL LIABILITY 3 - _ __ 1o'� liISES(Fa occurrence}_ CLAIMS-MADE I_-_X_-I OCCUR MED EXP{Any one person) S 10,OOCI PERSONAL&ADV INJURY S t'ODO'000 GENERAL AGGREGATE $ 2,000,000 -- - --- — CENT AGGREGATE LIMIT APPLIES PER: PRODUCTS COMPIOP AGG $ 2A00,000 X POLICY X PRO LOC Deductible S 25,000 A AUTOMOBILE LIABILITY AS2.661-066265.044 0910112D14 09/0112015 COMBINED SINGLE LIMIT 1,000,000 (Faacd - X_ ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS Li AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY OAMAGE $ X HIRED AUTOS AUTOS X Phys.Damage COMPICOL.L DED: $ $1,000151,000 UMBRELLA LIAS OCCUR EACH OCCURRENCE S EXCESS LIAB I CLAIMS-MADE AGGREGATE S RETENTION$ $ B WORKERS COMPENSATION WA7.66D 066265-024 091002014 09/01/2015 X _C ST�tUT OETRH- AND EMPLOYERS'LIABILITY B ANY PROPRIETORIPARTNERIEXECUTIVE YIN WC7-661-066265-034(WI) 0910112014 09MI12015 E L EACH ACCIDENT 1,000,000 OFFICER/MEMBER EXCLUOED� N NIA _ S __ B IMandstory In NH) 'WC DEDUCTIBLE:=350,000' E L.DISEASE- $ 1,000,000 H yes.describe undor -EA E_. .. _---.-.--. __- DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is requUed) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 ClearVew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo.CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo ��" --- 0 1988.2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents ' { Office of Investigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 www massgov/dia Workers'Compensation Insurance Affidavit: Buildersf Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/individual): SOLARC[TY 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 pats-time). * have hired the sub-contractors 6. El New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.= 9. F1 Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing ail work officers have exercised their 11.❑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 13.�Other SOLAR!PV employees. [No workers' comp. insurance required.] 'Any applicant that checks box#t must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then him 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 that is providing workers'compensation insurance for my employees. Below is the policy 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 rr ,� t I_f eCQ,5 � MA,-I Job Site Address:. �U t S —C Y_ t" I b City/State/Zip: 0 1 (,):.4- 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 certJ&ander the pains and p entries of perjerry NraI the Informatiwr provided above Is true arad correct. . n Si 09 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: So�Q`2C,1 ���_� c� l �.1 1 �� 10-4112L23 License Number Dr1Ak"J" N -by,i,4 i n 2 U 11 1 ©RI aq I ao I -4 Address 1J Expiratio Date tP Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number QJ� �� o rylAa- o 1)6ye -C4 '9- U121 31811s A rem J Expiration D to Telephone y—a 0 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.......A 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 [O] Decks [CI Siding[0] Other[10 �1 Brief DescWtion of Proposed Work: Ilwft�kS Ck¢zy"'uk-- Sy�TEM Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, 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 1, 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. JAMES DIPADUA Print N'm \ 0.,- (�) 9/29/14 Signature of I wner/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 P 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 O DON'T KNOW © YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO () DON'T KNOW © YES Q IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW Q YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained O , Date Issued: C. Do any signs exist on the property? YES O 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 Q IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES © NO O IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 0 Department use only Q V L y of Northampton Status of Permit: ding Department Curb Cut/Driveway Permit '+ 12 Main Street Sewer/Septic Availability OCT — �O,Q Room 100 WaterMell Availability Gas irs mpton, MA 01060 Two Sets of Structural Plans �actrtc,piumbmg - -1240 Fax 413-587-1272 Plot/Site Plans Nohhampt�` 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 16 CHESTERFIELD RD Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: MARTHA BLAIR 16 CHESTERFIELD RD Name(Print) Current Mailing Address: 413 582 0328 Telephone Signature 2.2 Authorized Agent: �y S-ji 1 N(LTI j4 1 0.3��wt� 01 V s q l� JAMES DIPADUA Nam (P' t) � Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building 6,000 (a)Building Permit Fee 2. Electrical 14,000 (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 20,000 1 Check Number This Section For Official Use Only Building Permit Number: IIsssued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2015-0390 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 24 ST MARTIN DR BLDG 2,UNIT 11 MARLBORO (888)765-2489(2358) PROPERTY LOCATION 16 CHESTERFIELD RD MAP 16A PARCEL 027 001 ZONE URA(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildiny,Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED SOLAR SYSTEM New Construction Non Structural interior renovations Addition to Existin 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 INFOR N 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 e n Delay Sig re o i ding ffic'al 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. 16 CHESTERFIELD RD BP-2015-0390 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 16A-027 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2015-0390 Project# JS-2015-000707 Est. Cost: $20000.00 Fee: $120.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. ft.): 84680.64 Owner: BLAIR WAYNE J&MARTHA S Zoning. URA(100)/ Applicant: SOLARCITY CORP AT: 16 CHESTERFIELD RD Applicant Address: Phone: Insurance: 24 ST MARTIN DR BLDG 2 UNIT 11 (888) 765-2489 (2358) Workers Compensation MARLBOROMA01752 ISSUED ON.101612014 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED SOLAR 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 Sisnature: FeeType: Date Paid: Amount: Building 10/6/2014 0:00:00 $120.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner