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HomeMy WebLinkAboutBuilding Permit #309-15 - 45 HIGHLAND VIEW AVENUE 9/25/2014 � NORTH q BUILDING PERMITc= �mti07 TOWN OF NORTH ANDOVER I- APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received '� 04 a�...�. •>� * Q� �9SSACHUS Date Issued: I f IMPORTANT: Applicant must complete all items on this page .. X45-47 Hi hlandNiew Ave Apt 1, }' LOCATIONA547 9 P #, Print PROPERTY OWNER Joseph Armano ; v r Print M1 MAP;NO: 210 PARCEL:066 , ZONING DISTRICT Historic District yes `❑no k. AWj4 Machine Shop,,llage fres no :.. TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building []One family ❑ Addition E]Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition OOther Solar/PV j 0 Septic ❑ Well, lP "l -"; ❑ Floodplain ❑Wetlands Watershed:D strict ❑ Water/Sewer u h - Install 43 solar electric panels @11.22kW DC to roof of existing home, to be interconnected with the homes'electrical system i i i Identification Please Type or Print Clearly) OWNER: Name: Joseph Armano Phone: (978)702-6187 Address: 45-47 Highland View Ave Apt 1 -r CONTRACTOR Name:,, Ph6172417 7312 one SolarCity rpx�. Address: pr , 800 Research Dr.Wilmington Ma.01887 ' x �s: �°4 �� A I ii tr� �,Supervisor's,Construction License: Exp,' Date: n u 07663° � 8/29/2017,,r.___, . g Home Improveme tALicense a - Expo Date: * 168572 3/8/2015:, r. . x ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00PER S.F. Total Project Cost: $28,000.00 FEE: $ Check No.: 1I--2->�iA Receipt No.: 1, NOTE: Persons contracting with unregistered ontractors do not have access to the guaranty fund Si nature of° a t/Owne Lg� .9_ _ � Signatureof contractor; a r� k f f- Q BUILDING PERMIT o* po oTH qti tz o 2 � . TOWN OF NORTH ANDOVER ti; '_ " :° o� APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received q�R,TEo c5 gSSACHUSS� Date Issued: IMPORTANT: Applicant must complete all items on this page -- - — �--- • __-- -�-_ v_— �-.� __...��_---�.mow-..__�- �_.- ... � LOCATION Print. PROPERTY 01NNER_, Pnnf 100 Year S4�uct rue yes, *ino• :MAP z- _x - PARCEL _ ZONING!��ISTRLCT: ___-_ .—::Historic District yes 'no t Machine Shop Villagex -Y. no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Se tic, ❑1Nel�l, p ® loodplain. z, o, et ❑ UVatershed�Distnct T, -- - ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractore�Name — ____ _ -,P one: , Address: Supervisor's Construction!'License' -_ _-__ - — - —=Exp Date.:. _T Home Improvement'-icense ARCHITECT/ENGINEER Phone: Address: Reg. No. F FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ h _ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Si nature,of A �'6 ner - .,- : Si ,nature ofi contractor 4_ Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE"OF SEWERAGE DISPOSAL f Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ I Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature a COMMENTS HEALTH Reviewed on Signature COMMENTS I Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 3.84 Osgood Street FIR -'EDEPARTMEN�T ='TempfDumpster on+site eyes o, `Located+at 124,Ma-hStreet Fire l�Departmentsignature/date:_—. .rn: °- -- - _ COIVIIVIENTS ,k . Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: j ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA- (For department use) II i' ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New ConstructionSin le and Two Family) � g Y) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 n Locatio — 4� t A—.P "`e f' U No. Date a • - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ "'6D Foundation Permit Fee $ ;A, Other Permit Fee $ TOTAL $ Check;-1 t3 k-2-i 1 28064 Building Inspector � NORT1-� Town of s ndover No. h ver Mass %Pk � COC NIC NlWKN �1. ADRg7ED S V BOARD OF HEALTH Food/Kitchen PERMIT T L Septic System THIS CERTIFIES THAT �d L. �aO BUILDING INSPECTOR ....................................... .................`................................................................ has permission to erect ... buildings on ..... ,.�.I .. �1.......... Foundation ...................... .... ....V'%4?Q . Rough to be occupied as ...43....q%j'—W;.L9 , . A 00 ....IN043..............I.L. ... ....... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final ` PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STAR S ugh Service ..................................... ....... ... ..................... Final - - BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Reguired to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To .Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. 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 ECC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL. TERMINALS OF THE DISCONNECTING 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. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 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 1\, ELEC 1136 MR OF THE MA STATE BUILDING CODE. µ 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: '6 REV BY DATE COMMENTS AHJ: North Andover REV A NAME DATE COMMENTS � fe * * : f � / UTILITY: National Grid USA (Massachusetts Electric) CONFIDENTIAL — THE INFORMATION HEREIN J08 NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-018919 00 ARMANO, JOSEPH ARMANO RESIDENCE Marie Galbraith BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ..;solarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 45 HIGHLAND VIEW AVE APT 1- 11.22 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES NORTH ANDOVER MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (44) CANADIAN SOLAR # CS6P-255PX SHEET: REV: DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN rINVERTER: PAGE NAME: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. ltl le Inverters 978 702-6187 PV 1 9/16/2014 COVER SHEET (08)—SOL-CITY(765-2489) w..,.salaraity.�am PITCH: 35 ARRAY PITCH:35 MP1 AZIMUTH: 254 ARRAY AZIMUTH: 254 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH: 254 ARRAY AZIMUTH: 254 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 30 ARRAY PITCH:30 MP3 AZIMUTH:83 ARRAY AZIMUTH: 83 MATERIAL: Comp Shingle STORY: 2 Stories of p YOO JON K � NI M No.4 a 210 T 3 Digitally igned by Yoo Jin Kim LEGEND Date:2014.09.16 10:54:59 s r[fl -07'00' O (E) UTILITY METER & WARNING LABEL C Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS -' © DC DISCONNECT & WARNING LABELS � AC AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS A Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR GATE/FENCE �� 0" Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L—"J SITE PLAN N Scale:1/16" = 1' W 01' 16' 32' f S w VIA JB-01 891 9 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: ���� CONTAINED SHALL NOT BE USED FOR THE ARMANO, JOSEPH ARMANO RESIDENCE Marie Galbraith -outSolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 45 HIGHLAND VIEW AVE APT 1 11.22 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES NORTH ANDOVER, MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. MartinDrive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (44) CANADIAN SOLAR # CS6P-255PX SHEET: REV: DATE-. Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: T. (650)636-1026 F: (650) 636-1029 PERMISSION OF SOLARCITY INC. INVERTER (978) 702-6187 SITE PLAN PV 2 9/16/2014 (888)-SOL—CITY(765-2489) www.solarcity.com Multi le Inverters S1 S1 13'-4" '-3 o Y00 AN 1 (E) LBW K 1'-3 (E) LBW v V� vs B SIDE VIEW OF MP2 NTS No.4 C SIDE VIEW OF MP3 NTS Mpg X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES NAL MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED Digitally i y Yoo Jin Kim LANDSCAPE 64" 23" STAGGERED PORTRAIT 48" 20" Date: 2 14.09.1610:55:07 PORTRAIT 32" 14" RAFTER 2X10 @ 16" OC ROOF AZI 254 PITCH 30 STORIES: 2 RAFTER 2X10 @ 16�� OC ROOF AZI 83 PITCH 30 STORIES: 2 ARRAY AZI 254 PITCH 30 -07 OO ARRAY AZI 83 PITCH 30 C.J. 2x8 @16" OC Comp Shingle C.J. 2x8 @16" OC Comp Shingle r PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCA ION,AND DRILL PILOT S1 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. » ZEP COMP MOUNT C - ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. 1'-3 (E) LBW (E) ROOF DECKING V (2) (5) INSTALL LAG BOLT WITH STEEL LDIA AG BOLT LOWEST LOWEST MODULE SUBSEQUENT MODULES SEALING WASHER. n SIDE VIEW OF MP1 NTS WITH SEALING WASHER (6) INSTALL LEVELING FOOT WITH /1 (2-1/2" EMBED, MIN) BOLT & WASHERS. Mp1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED (E) RAFTER STANDOFF PORTRAIT 48" 20" S i RAFTER 2x6 @ 16 OC ROOF AZI 254 PITCH 35 1 STORIES: 2 SCdle: 1 1/2 — ARRAYAZI 254 PITCH 35 C.J. 2x6 @16" OC Comp Shingle CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-018919 00 ARMANO, JOSEPH ARMANO RESIDENCE Marie Galbraith ```!.SQlar��� CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �I�; NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 45 HIGHLAND VIEW AVE APT 1 11.22 KW PV ARRAY y. PART IZ OTHERS OUTSIDE THE RECIPIENT'S MODULE: �' NORTH ANDOVER MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH � 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (44) CANADIAN SOLAR # CS6P-255PX SHEET: REV DATE: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T. (650)638-1028 F: (650) 638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 978 702-6187 PV 3 9/16/2014 ( STRUCTURAL VIEWS (888)—SQL—CITY(765-2469) wwrr.solorcity.com 2" MAX 2" MIN CLEAR SPAN UPLIFT CALCULATIONS VENT SPANNING DETAIL D111 MET01 ER UNDERSIDE OF MODULE NTS 6" MIN. VENT HEIGHT FROM TOP SOLAR PANEL OF ROOFING MATERIAL SOLAR MODULE MOUNTING HARDWARE ' (SEE STANDOFF DETAIL) ROOFING MATERIAL PLYWOOD VENT PIPE (E) RAFTER SPANNING PHOTOVOLTAIC MODULES OVER VENTS MINIMUM VENT HEIGHT IS 6" ABOVE THE SURFACE OF THE ROOF PER 2007 CPC SECTION 906.1. 2013 CPC 310.5 STATES "NO FITTING, FIXTURE, AND PIPING CONNECTION, APPLIANCE, DEVICE, OR METHOD OF INSTALLATION THAT OBSTRUCTS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. OR RETARDS THE FLOW OF WATER, WASTES, SEWAGE, OR AIR IN THE DRAINAGE OR VENTING SYSTEMS IN AN AMOUNT EXCEEDING THE NORMAL FRICTIONAL RESISTANCE TO FLOW, SHALL BE USED UNLESS IT IS INDICATED AS ACCEPTABLE IN THIS CODE OR IS APPROVED IN ACCORDANCE WITH SECTION 301.1 OF THIS CODE." FROM THIS SECTION, IT IS CLEAR THAT MOUNTING SOLAR MODULES OVER A VENT IN A MANNER THAT WILL NOT HAVE A GREATER FRICTIONAL RESISTANCE TO AIR FLOW WOULD BE ACCEPTABLE. EQUATIONS: THE FRICTIONAL RESISTANCE TO FLOW IS DIRECTLY PROPORTIONAL TO THE AREA THAT THE AIR CAN FLOW THROUGH. IN THE VENT, THAT IS THE CROSS—SECTIONAL AREA OF THE VENT PIPE: Avent = TT*R2 WHEN THE AIR EXITS THE VENT, THE AREA IT HAS TO FLOW THROUGH IS THE CIRCUMFERENCE OF THE VENT TIMES THE VERTICAL DISTANCE BETWEEM THE VENT AND THE MODULE ABOVE (IN THIS CASE, WE ARE LEAVING THE DIAMETER BETWEEN THE TOP OF THE VENT AND THE BOTTOM OF THE PANEL). THIS METHODOLOGY ASSUMES THE WORST CASE SCENARIO OF MOUNTING THE MODULES HORIZONTALLY OVER THE VENT. IN ACTUALITY, THE MODULES WILL BE TILTED WHICH WILL OFFER MORE AREA FOR AIR TO FLOW THROUGH. Agap = C*CLEARANCE = (7f*D)*D = (7T*2*R)*(2*R) = 4*1T*R2 4*1r*R2 > 7f*RZ FROM THE EQUATIONS ABOVE, IT IS EVIDENT THAT MOUNTING THE MODULES IN THIS MANNER ALLOWS FOUR TIMES THE AMOUNT OF AIR FLOW ABOVE THE VENT THAN IN THE VENT ITSELF. VENT HEIGHT WILL BE A MINIMUM OF 6 INCHES ABOVE THE ROOF, OR THE MINIMUM VALUE ALLOWED BY LOCAL BUILDING CODE. MINIMUM CLEARANCE BETWEEN THE TOP OF THE VENT AND THE BOTTOM OF THE SOLAR MODULE GLASS SHALL BE AT LEAST THE DIAMETER OF THE VENT. IN THE DIRECTION OF THE SLOPE OF THE ROOF, THERE SHALL BE A GAP OF AT LEAST 1/2 INCH BETWEEN MODULES. THE ROOF SLOPE MUST HAVE A MINIMUM INCLINATION OF 10' OR THE PANELS MUST BE SLOPED AT A MINIMUM INCLINATION OF 10'. J B-018 919 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE ARMANO, JOSEPH ARMANO RESIDENCE Marie Galbraith �:; �ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �,;SOlarC■ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 45 HIGHLAND VIEW AVE APT 1 11.22 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES, NORTH ANDOVER MA 01845 ' ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Buffing 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (44) CANADIAN SOLAR # CS6P-255PX SHEET: REV: DATE: Marlborough, MA 01752 • PAGE NAME: PERMISSION SOLAITY EOFISOLARCITY INC. THE WRITTEN INVERTER: 978 702-6187 PV 4 9/16/20174] (888)—SOL—CITY Y(765-2489)660�8ol�0�9 Multiple Inverters UPLIFT CALCULATIONS M' GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #6 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE#SE5000A-USOOOSNR �pgE�' A (44)CANADIAN SOLAR__# CS6P-255PX GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:93 276 201 Inv 2: DC Ungrounded Inverter; 5000W, 24OV, 97.574 w/nh Disco and ZB,RGM,AFG PV Module; 255 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 -(1 SOLAREDGE#SE380OA-USOOOSNg2 LAg� g Inverter, 3800W, 240V, 97.5% wNnifA 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 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING BRYANT CUTLER-HAMMER (N) 125A Load Center 100A/2P Disconnect 9 7 SOLAREDGE (E) LOADS SE5000A-USOOOSNR2 g C 30A/2P SolarCity � Lt zaov I 2 L2 DC+ - - MP1,MP2,MP3: - - N 5 A DG 1x13 , 50A/2P __-_ GND - -, _______ _ EGC/ -_- DC+ DC+ - - I A o ------------------- GEc MP1,MP21x12,MP3� = I I I N DC- DC- It -. B 1 I z IIII I - GND EGC - -,----- -- EGC i. ---------------------------- -- -- 1 J 1 I N � I __ I Inverter 2 ' EGC/GEC-, ' s SOLAREDGE ' SE380OA-USOOOSNR2 I ' i 20A/2PI ILl 3 4 I cec_r_♦ i L2 V DC+ MP1,MP2,MP3: ' TO 120/240V N 6 DG 1 X 10 SINGLE PHASE I I L- EGC/ DC+ "DC- - I UTILITY SERVICE i I ---------------------------- -cec ---lN Dc MP1,Mx9,MP3�GND __ EGC------------------------ _- J I I i I �J- PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP _ POI (I)MURRAY MP25020 PV ACKFEED BREAKER B (1)CUTLER-HAMMER #DG222URB n A (I)SolarCity 4 STRING JUNCTION BOX D� Breaker, 20A/1P-50A/2P-20A�1P, 2 Spaces, Quad Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R A 2x2 STR�GS, UNFUSED, GROUNDED -(2)Ground Rod; 5/8" x 8', Copper -0) IR MER #DG100NB Ground eutral Kit; 60-100A, General Duty(DG) PV (44)SOLAREDGE C PowerBox ptimizer, 30OW, H4, DC to DC, ZEP (1)BLoadd Centerr8125A,51R20/24OV, NEMA 3Rnd (1)AWG 6, Solid Bare Copper -(1)CUTLER-HAMM R #BR230 Breaker, 30A 2P, 2 Spaces -(1)Ground Rod; 5/8 x 8', Copper -(1)CUTaker; 20A 2 , Spa (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL Breaker; 20A 2P, 2 Spaces ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG #8, THWN-2, Black � 1 AWG #10, THWN-2, Black 1 AWG6, THWN-2, Block Voc* =500 VDC Isc =30 ADC 2)AWG X10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O (1)AWG J8, THWN-2, Red O Is1-(1)AWG x/10, THWN-2, Red O � (1)AWG #6, THWN-2, Red Vmp =350 VDC Imp=17.98 ADC O � (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.35 ADC (1)AWG #8, THWN-2, White NEUTRAL Vmp =240 VAC Imp=36.66AAC (1)AWG X10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=20.83AAC (1 AWG 10, THWN-2, Green EGC - 1 Conduit Kit 3 4' EMT . . . . . . .-(1)AWG $6,.TH.WN-2,.Green . . EGC/GEC-(1)Conduit.Kit;.3/4'.EMT. . . . . . . . . . . . . . . . .-(1)AWG #6,,TI1WN-2,.Green . . EGC/GEC.-(1)Conduit.Kit;.3/4'.EMT. . . . , . . _ . . (1 AWG /6, THWN-2, Black Voc* =500 VDC Isc =30 ADC (2 AWG X10, PV WIRE, Black Voc* =500 VDC is -15 ADC O8 �(1)AWG #10, THWN-2, Black © (1)AWG #6, THWN-2, Red Vmp =350 VDC Imp=13.66 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.63 ADC �- (1)AWG #10, THWN-2, Red (1)AWP #10, THWN72,.Green. . EGC. . . .7(1)Conduit.Kit;. II��LL 3/ ' EMT (1)AWG �10, THWM-2, White NEUTRAL Vmp =240 VAC Im -15.83AAC 2AWG #0, PV WRE, block . . . . . . Voc* -500 VDC Isc =15 ADC . . . _ _ . - 1)AWG �6.Ti1"7?,. EGC/ EC-0)Condut Kit; 3/4' EMT. . . , . 3 �(1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.19 ADC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 O (2)AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC AWG 1 c� ( ) #6, Solid Bore Copper EGC Vmp =350 VDC Imp=6.47 ADC CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-018919 00 ARMANO, JOSEPH ARMANO RESIDENCE Marie Galbraith ���t. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .����SOIarClty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 45 HIGHLAND VIEW AVE APT 1 11.22 KW PV ARRAY ►r PART IZ OTHERS EXCEPT IN THE RECCONNECTION MODULES NORTH ANDOVER MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH � THE SALE AND USE OF THE RESPECTIVE (44) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: C� PAGE NAME: SHEET: REV- DATE- Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. 778 702-6187 PV 5 9/16/2014 1. (650)636-1028 F: (650) 636-1029 Multiple Inverters THREE LINE DIAGRAM (888)-SOL-CITY(7ss-2486) www.solarcity.aom CAU, I -ION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 45 Highland View Ave Apt I UTILITY SERVICE INVERTER AND ~ u DC DISCONNECT I I I � I I L I I AC ' I , DISCONNECT INVERTER AND " DC DISCONNECT ::::::::� r--------------------------� SOLAR PHOTOVOLTAIC ARRAYS) L-------------------------- PHOTOVOLTAIC -------------------- —PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B-018 919 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE ARMANO, JOSEPH ARMANO RESIDENCE Marie Galbraith '. :SO�a�City. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: AA. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 45 HIGHLAND VIEW AVE APT 1 11.22 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MaouLEs MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH NORTH ANDOVER 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (44) CANADIAN SOLAR # CS6P-255PX PACE 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 (978) 702-6187 SITE PLAN PLACARD PV 6 9/16/2014 (Bead-sOL-CITY(765-2489) www.solarcity.com 4- Label Location: Label Location: Label Location: (C)(CB) o (AC)(POI) 0� (DC) (INV) Per Code: �' V Per Code: _ uv�_ Per Code: NEC 690.31.G.3 °0 °� NEC 690.17.E ° 0 0 0 0- o• VM NEC 690.35(F) Label Location: oCp-o o - 0 0 0 TO BE USED WHEN (DC) (INV) °'°� ° :o o ° _o ° ° ` s INVERTER IS D O Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: (POI) -o (DC) (INV) _ u�"1 Per Code: "O Per Code: o ° °l NEC 690.64.B.7 -o o ° - NEC 690.53 ° o o- -o Label Location: 0 0 0 -° (POI) Label Location: _ ° ° Per Code: o (DC) (CB) •-000 0 NEC 690.17.4; NEC 690.54A%V " Per Code: - o °oo �j oO NEC 690.17(4)pq LIfT► ° o o- -0 0 0- IP15�� ,Lug GC°1 C7 Label Location: (DC) (INV) Label Location: Per Code: M (D) (POI) ° •-° 690.5 C UV NEC UP. -o ° � ° ° ( ) Per Code: NEC 690.64.B.4 Label Location: Label Location: 10, (POI) (AC) (POI) ° -o - Per Code: (AC): AC Disconnect Per Code: ° ° ° NEC 690.64.B.4 (C): Conduit NEC 690.14.C.2 - 0 0 0 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect IV= r�Q (AC)(POI) (LC): Load Center U Per Code: (M): Utility Meter n NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �`` '� S M�Elm IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC Label Set , O�a�r� T EXCEPT IN CONNECTION HATH THE SALE AND USE OF THE RESPECTIVE I ®oLmm SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o SolarCity SleekMountT"" - Comp - SolarCity SleekMountT"" - 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 (t Drill Pilot Hole of Proper Diameter for aesthetics while minimizing roof disruption and 0 • Interlock and grounding devices in system ULi; 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 / �2 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 visually appealing system.SleekMount as"Grounding and Bonding System" `, O Insert Comp Mount flashing under upper utilizes Zep CompatibleTM 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 + I upon flashing t standoffs required. In addition, composition + Install lag pursuant to NDS Section 11.1.3 q p •Anodized components for corrosion resistance 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 O Components 5/16"Machine Screw l� ® © Leveling Foot Lag Screw ! O Comp Mount O ® Comp Mount Flashing 0 OMPAr, X111�i T�/ L LISTED �1 ,pz -SolarCity® January 2013 '1/,`�ola�'�ym January 2013 t e �� CS6P ��►g�es,�� ®��o -235/240/245/250/255PX o er CanadianSolar akth<° Electrical Data Black-framed g1e Temperature Characteristics STC CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Tem p Nominal Maximum Power(Pmax) 235W. 240W 245W 250W 255W 11 nilM�Ey-y � O Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Pmax -0.43%rc Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%rc _ Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37AV Isc 0.065%rC V Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45±2•C s • 0 • -- - - _ Module Efficiency 14.61% _14_.92% 15.23% 1 15.54% 15.85% Operating Temperature 40°C-+85°C - - - Performance-at-Low-Irradian.Ce- Maximum System Voltage t000V 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/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 1000WIm',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-235PXCS6P-240PX CS6P-245PX CS6P-250PX CS6P-255PX Nominal Maximum Power (Pmax) 170W 174W 178W 161 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 of800 W/m',spectrum AM 1.5,ambient temperature 20'C, The specially designed frame allows for rail-free fast wind speed 1 mis 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 Cable 4mm'(IEC)/12AWG(UL),1000mm 31 • 235 quality control points in module production Connectors MC4 or MC4 Comparable " • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects with auto leveling and alignment • Current binning to improve system performance I 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 mounted,it's grounded Best Warranty Insurance �e s CS6P-255PX-T ( ql i • Theft resistant hardware • 25 years worldwide coverage e • 100%warranty term coverage e ( • Section A-A j • Ultra=low parts count - 3 parts for the mountingProviding third party bankruptcy rights ' 2 j and grounding s X5.0 9 g Y stem Non-cancellable - e j • Immediate coverage Industry first comprehensive warranty insurance by j AM Best rated leading insurance companies in the • Insured by 3 world top insurance companies o world f , o ona i Comprehensive Certificates LE• Industry leading plus only power tolerance:0--+5WC00 • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS round mounting systems 9 g Y 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 100 management system : Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 9.1 • QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in so% Added Value Proal W Hazardous Substances Regulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing arranty solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide e0% 1occupational health and safety customers. Canadian Solar's world class team of o� professionals works closely with our customers to s u 10 is zo zs REACH Compliance provide them with solutions for all their solar needs. WWI • 10 year product warranty on materials and workmanship 0 rYE foU;,C$p-X E�ff�°^ (o��'�Ea=*' syq •25 year linear power output warrantyl -990UN 7AM www.canadiansolar.com EN-Rev 10.17 Copyright 0 2012 Canadian Solar Inc. solar, Zoao .-�' � Solar0=0 SolarEdge Power Optimizer ^fy Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer Module Add-On For North America oA.Z P350 Paoo (for 60-cell PV (for 72-cell PV (for 96-cell PV modules) modules) modules) P300 / P350 / P400 � ONPUT � Rated Input DC Powerll 300 350 400 W IU1 Absolute Maximum Input Voltage.(Voc at lowesttemperature) 48 60 80 Vdc ��J .............. .. ...... ... .. .. ... ........ MPPT Operating Range 8-48.......................6q...... 8..80.......... ....Vdc..... .............................................................................. ................ Maximum ShortCircuit Current(Isc) 10 Adc Maximum DC Input Current 12.5 Adc ��h�t nnrt�ttt�rrrr .............................................................................. ................................................................................... . r u LJ r Maximum Efficiency ........................_..99:5........................._............ .....?P...... Weighted Efficiency98.8 .............................................................................. ................................................................................... .....%........ Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) rt Maximum Output Current 15 ..... Adc 1`�JJ1 .............................................................................. .............................................................................. . .... Maximum Output Voltage 60 Vdc rrwl OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) _ 1 y Safety Output Voltage per Power Optimizer 1 Vdc -STANDARD COMPLIANCE 2 } EMCFCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-3(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS f,.- p.r +' y - Maximum Allowed System Voltage 1000 Vdc ,,' J �,` ,r Dimensions(W xLx H) 141 x 212 x 40.5/5.55 x 8.34........x 1.59, mm/in. ,F> ................... .................. .. .............. . . .. .......... ... ... .. ........... Weight(Including cables) 950/2.1 gr/Ib Input Connector ... ............... .................. ...MC4/Amphenol/Tyco. .. ............ .. .. .................... .... �• �f„` �,C Output Wire Type/ConnectorDouble lnsulated;.Amphenol .. .. ... ...... .. ........... .... ...... .. Output Wire Length 1.2/3.9 m/k ............... ✓” ,. Operating Temperature Range ........................................ ..............................40-+85/-40.+ISS............................. ...���F... Proternon RatingIP65/NEMA4 _.r- .... ......... .............. ..... .............. .............................. .... ... Relative Humidity 0 100 %...... t I'I Raced STC power of the module.Modale of up to+5%power tokrance alloweE. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER 208V 480V PV power optimization at the module-level Minimumstring Length(Power Optimizers) 8 l0 18 .... ..... Up to 25%more energy .Maximum String Length(Power Optimizers) 25 25 50 .....................ngth............................................... ........................................ ........ ........... .. ............... Maximum Power per String 5250 6000 12750 W Superior efficiency(99.5%) ........ ... ..g ............ .. . ........ .......... ....... .............. ........... 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 _t — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety I USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us �_,� etr.•.. a - •mac . -� fialr�.x ,�n .0�> �, 5t.U��•f� � .�Irw. � n-.. ce rnue�cu.an- .. 9 ��e1L�1k �t ,.mac.,ta>.r Qa »Nall F 1 xen,,P�•S Aaurtru,w;a= - 1 _ _ f: a 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 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. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VOLTAGE AT MAX V cp VOLTAGE AT OPENPOWER CIRCUIT VICINITY MAP INDEX 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 X 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: AHJ: North AndoverREV BY DATE COMMENTS �r REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) r • ` .� E CONFIDENTIAL— THE INFORMATION HEREIN [IN NUMBER JB-01 8 919 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE ARMANO, JOSEPH ARMANO RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., UNTING SYSTEM: Marie Galbraith .,,S��a�C�ty. NOR SHALL IT BE DISCLOSED IN WHOLE OR INom Mount T e C 45 HIGHLAND VIEW AVE APT 1 11.22 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S p ORGANIZATION, EXCEPT IN CONNECTION WITH DULES: NORTH AND 0 VE R M A. 01845 THE SALE AND USE OF THE RESPECTIVE 44) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ERTER: PAGE NAME: SHEET: REV: DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. Ultl le Inverters (978 702-6187 PV 1 9/16/2014 T. (650) 638-1028 R (650) 638-1029 \ ) COVER SHEET (688)—SOL—CITY(765-2469) wrrw.solarcity.com PITCH: 35 ARRAY PITCH:35 MP1 AZIMUTH: 254 ARRAY AZIMUTH: 254 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH: 254 ARRAY AZIMUTH: 254 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 30 ARRAY PITCH:30 MP3 AZIMUTH: 83 ARRAY AZIMUTH: 83 MATERIAL: Comp Shingle STORY: 2 Stories of I p Y00 JIN K V11 N M No.4 3 �9hlAL Digitally igned by Yoo Jin Kim LEGEND Date:2 14.09.1610:54:59 8 -07'00' 0 (E) UTILITY METER & WARNING LABEL c Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS -I © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS A DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV.SYSTEM METER 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED 17- I. `I INTERIOR EQUIPMENT IS DASHED L-'J SITE PLAN N Scale:1/16" = V W 01' 16' 32' f S CONFIDENIIAL — THE INFORMATION HEREIN JOB NUMBEJ B—018 919 00 PREMISE OWNER: DESCRIPTION: DESIGN: R: CONTAINED SHALL NOT BE USED FOR THE ARMANO, JOSEPH ARMANO RESIDENCE Marie Galbraith BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �solarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 45 HIGHLAND VIEW AVE AT 1 11.22 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS NORTH ANDOVER MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (44) 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 (978) 702-6187 SITE PLAN PV 2 9/16/2014 (888)-SOL-CITY(765-2489) www.solarcity.com or S1 S1 13'-3" A13'-4„ 7101 o Y00 AN 1'-3 (E) LBW K 1'-3 (E) LBW VI B SIDE VIEW OF MP2 NTS No.4 C SIDE VIEW OF MP3 NTS o MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES VON! MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED Digitally ig Y Y00 Jin Kim LANDSCAPE 64" 23" STAGGERED PORTRAIT 48" 20" 1 Date: 2 14.09.1610:55:07 PORTRAIT 32" 14" RAFTER 2X10 @ 16" OC ROOF AZI 254 PITCH 30 STORIES: 2 RAFTER 2X10 @ 16" OC ROOF AZI 83 PITCH 30 STORIES: 2 ARRAY AZI 254 PITCH 30 -07 OO ARRAY AZI 83 PITCH 30 C.J. 2x8 @16" OC Comp Shingle C.). 2x8 @16" OC Comp Shingle PV MODULE - 5/16" BOLT WITH LOCK _ INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE S1 ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE 7'-11" 2—9 (1) (4) PLACE MOUNT. 1'-3 (E) LBW (E) ROOF DECKING (2) V INSTALL LAG BOLT WITH STEEL LDIA AG BOLT LOWEST LOWEST MODULE) SUBSEQUENT MODULES G SEALING WASHER. ^ SIDE VIEW OF MP1 NTS WITH SEALING WASHER Q (6) INSTALL LEVELING FOOT WITH !1 (2-1/2" EMBED, MIN) BOLT & WASHERS. MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER I NOTES LANDSCAPE 64" 24" STAGGERED (E) RAFTER STANDOFF PORTRAIT 48" 20" S ROOF AZI 254 PITCH 35 RAFTER 2x6 @ 16" OC ARRAY AZI 254 PITCH 35 STORIES: 2 C.J. 2x6 @16" OC Comp Shingle SHALL NOT USED FOR PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED S CONFlDEND — THE INFORMATION HEREIN JOB NUMBER: JB-01 8919 00 ARMANO, JOSEPH ARMANO RESIDENCE Marie Galbraith EXCEPT THE ��,S��a�C�ty NORESHALL I BENDISCL SED N MO E OR Comm IN MOUNTING srs45 HIGHLAND VIEW AVE APT 1 11.22 KW PV ARRAY ''" PART TO OTHERS OUTSIDE THE RECIPIENT'S p Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES, NORTH ANDOVER, MA 01845, 2a St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (44) CANADIAN SOLAR # CS6P-255PX SHEET: REV DATE: Marlborough, MA Building 2, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 F. (650)636-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 978 702-6187 PV 3 9/16/2014 � ) STRUCTURAL VIEWS (888)-SOL—CITY(765-2489) mxn.solareity.com 2" MAX 2" MIN CLEAR SPAN UPLIFT CALCULATIONS DIAMETER TO UNDERSIDE VENT SPANNING DETAIL OF MODULE NTS 6" MIN. VENT HEIGHT FROM TOP SOLAR PANEL % OF ROOFING MATERIAL SOLAR MODULE MOUNTING HARDWARE (SEE STANDOFF DETAIL) ROOFING MATERIAL PLYWOOD VENT PIPE (E) RAFTER SPANNING PHOTOVOLTAIC MODULES OVER VENTS MINIMUM VENT HEIGHT IS 6" ABOVE THE SURFACE OF THE ROOF PER 2007 CPC SECTION 906.1. 2013 CPC 310.5 STATES "NO.FITTING, FIXTURE, AND PIPING CONNECTION, APPLIANCE, DEVICE, OR METHOD OF INSTALLATION THAT OBSTRUCTS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. OR RETARDS THE FLOW OF WATER, WASTES, SEWAGE, OR AIR IN THE DRAINAGE OR VENTING SYSTEMS IN AN AMOUNT EXCEEDING THE NORMAL FRICTIONAL RESISTANCE TO FLOW, SHALL BE USED UNLESS IT IS INDICATED AS ACCEPTABLE IN THIS CODE OR IS APPROVED IN ACCORDANCE WITH SECTION 301.1 OF THIS CODE." FROM THIS SECTION, IT IS CLEAR THAT MOUNTING SOLAR MODULES OVER A VENT IN A MANNER THAT WILL NOT HAVE A GREATER FRICTIONAL RESISTANCE TO AIR FLOW WOULD BE ACCEPTABLE. EQUATIONS: THE FRICTIONAL RESISTANCE TO FLOW IS DIRECTLY PROPORTIONAL TO THE AREA THAT THE AIR CAN FLOW THROUGH. IN THE VENT, THAT IS THE CROSS—SECTIONAL AREA OF THE VENT PIPE: Avent = 71*R' WHEN THE AIR EXITS THE VENT, THE AREA IT HAS TO FLOW THROUGH IS THE CIRCUMFERENCE OF THE VENT TIMES THE VERTICAL DISTANCE BETWEEM THE VENT AND THE MODULE ABOVE (IN THIS CASE, WE ARE LEAVING THE DIAMETER BETWEEN THE TOP OF THE VENT AND THE BOTTOM OF THE PANEL). THIS METHODOLOGY ASSUMES THE WORST CASE SCENARIO OF MOUNTING THE MODULES HORIZONTALLY OVER THE VENT. IN ACTUALITY, THE MODULES WILL BE TILTED WHICH WILL OFFER MORE AREA FOR AIR TO FLOW THROUGH. Agop = C*CLEARANCE = (7T*D)*D = (7T*2*R)*(2*R) = 4*7T*R2 4*7T*R2 > n*R2 FROM THE EQUATIONS ABOVE, IT IS EVIDENT THAT MOUNTING THE MODULES IN THIS MANNER ALLOWS FOUR TIMES THE AMOUNT OF AIR FLOW ABOVE THE VENT THAN IN THE VENT ITSELF. VENT HEIGHT WILL BE A MINIMUM OF 6 INCHES ABOVE THE ROOF, OR THE MINIMUM VALUE ALLOWED BY LOCAL BUILDING CODE. MINIMUM CLEARANCE BETWEEN THE TOP OF THE VENT AND THE BOTTOM OF THE SOLAR MODULE GLASS SHALL BE AT LEAST THE DIAMETER OF THE VENT. IN THE DIRECTION OF THE SLOPE OF THE ROOF, THERE SHALL BE A GAP OF AT LEAST 1/2 INCH BETWEEN MODULES. THE ROOF SLOPE MUST HAVE A MINIMUM INCLINATION OF 10' OR THE PANELS MUST BE SLOPED AT A MINIMUM INCLINATION OF 10'. PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: JB-01 8919 OO Marie Galbraith SolarCity. CONTAINED SHALL NOT BE USED FOR THE ARMANO, JOSEPH AR.MANO RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 45 HIGHLAND VIEW AVE APT 1 11.2 2 K W P V ARRAY ' ` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENT'S P ' NORTH ANDOVER, MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (44) CANADIAN SOLAR # CS6P-255PX PACE NAME: SHEET: REV.: DATE: Marlborough, MA 01752 PERMISSION EQUIPMENT, IWITHOUT THE WRITTEN INVERTER: 978 702-6187 / / T. (650)638-1028 F. (650)s36-10y9 Multiple Inverters UPLIFT CALCULATIONS PV 4 9 16 2014 (Bse)-SOL-CITY(ass—z4Bs) .salarait aan, GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #6 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: INV 1 -(1) erter;SOLAREDGE 1SESooOV, 97.oosNR �f' A -(44)CANADIAN SOLAR # CS6P-255PX 93 276 201 Inv 2: DC Ungrounded Inverter, 50 ow, 2aov, 97.5% w�ilni a Isco and ZB,RGM,AFCI PV Module; 255 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 -(1)nvverte�80OW 4OV,9-U.574 sw g cif d Isco and ZB,RGM,AFC1 Voc: 37.4 Vpmax: 30.2 INV 3 N Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER BRYANT Inverter 1 100A/2P Disconnect 9 (N) 125A Load Center 7 SOLAREDGE SE5000A-USOOOSNR2 (E) LOADS B C 30A/2P SolarCity L1 zaov NDC- 31) MP1MLz A P2,MP3:N 5 1x1350A/2P _ MP1,MP2,MP3:---- - -, ---------------------- EGC/ DG -A r---- GEC ---�N DC_ 1X12 B I I = 1 GNDEGC -------------------------- - ---------- ---i } ♦J I I N I I _J I Inverter 2 ' I EGC/GEC I 8 SOLAREDGE ' I SE380OA-USOOOSNR2 I ' i 20A/2P i I GEC I L1 zaov 3 4 - - � - I -r-{ Lz DC+ MP1,MP2,MP3: TO 120/240V i I I N 6 DC- 1X10 SINGLE PHASE 1 I L_ _ EGc/ DC+ DC+ - MP1 MP2 MP3: - - UTILITY SERVICE ---------------------------- --- I I GEC l N DC- DC- I 1 l� 1X9 I_ EGC--------------------------- - -'----- --EGC -- ---------- -- J I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)MURRAY#MP25020 PV ACKFEED BREAKER B (1)CUTLER-HAMMER #DG222URB q A (1)SolarCitY 4 STRING JUNCTION BOX D� Breaker, 20A/1P-50A/2P-20A/1P, 2 Spaces, Quad Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R H 2x2 STRAGS, UNFUSED, GROUNDED -(2)Ground Rod; 5/8" x 8', Copper -(I CUTLER-{1AMMER A DG1o0NB Ground eutral it; 60-100A, General Duty(DG) PV (44)SOLAREDGE #P300-2NA4AZS C (1)BRYANT #BR816L125RP PowerBox Optimizer, 30OW, H4, DC to DC, ZEP Load Center, 125A, 120/24OV, NEMA 3R nd (1)AWG #6, Solid Bare Copper -(1)Brea erH 30A/E2P 2 R230 Spaces -(1)Ground Rod; 5/8" x 8', Copper -(1)Brea-H OA7P#2 daces (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG#8, THWN-2, Black � 1 AWG #10, THWN-2, Black (1)AWG #6,THWN-2, Block Voc* =500 VDC Isc =30 ADC 2)AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O (1)AWG #8, THWN-2, Red O Isf (1)AWG #10, THWN-2, Red O (I)AWG #6, THWN-2, Red Vmp =350 VDC Imp=17.98 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.35 ADC (1)AWG 18, THWN-2, White NEUTRAL Vmp =240 VAC Imp=36.66 AAC 1L(1)AWG #10, THWN-2. White NEUTRAL Vmp =240 VAC Imp=20.83 AAC (1 AWG 0, THWN-2, Green EGC -(1)Conduit Kit; 3 4' EMT C . . . . . . . . . . . . . . . . . . . . . . .* ._ . . . . . . ./. . . ._. . . . . . . . . . . . . . . . . * . (1)AWG #6,.T}IWN-2,,Green , , EGC/GEC.-(1)Conduit.Kit;.3/4",EMT. . . . . . . . . . . . . . . . .-(1)AWG #6,.1HWN-2,,Green . . EGC/GEC (1)Conduit.Kit;.3/4".EMT. . . . (1 AWG #6, THWN-2, Black Voc 500 VDC Isc 30 ADC (2}AWG 0, PV WIRE, Black Voc =500 VDC Isc =15 ADC O�(1)AWG #10, THWN-2, Black © (1)AWG #6, THWN-2, Red Vmp =350- VDC Imp=13.66 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 'VDC Imp=8.63 ADC IsI (1)AWG #10, THWN-2, Red (1 AWG 10 THWN-2, Green EGC -(1)Conduit.Kit;.3.4 EMT 8 LOLL ). . . #. �. . . . . . . . . . . . . . . . . . . /'. . . . . . . . . . . . . (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=15.83 AAC (2)AWG 00, PV WIRE, Black Voc* =500 VDC DC Isc =15 A -(1)AWG #6,.TFIWN72,.Green EGC/GEC 7(1)Conduit.Kit; 3/4'_EMT O c'",� (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.19 ADC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 (2)AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=6.47 ADC CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER JB-01 8 919 0 O PREMISE OWNER. DESCRIPTION: DESIGN: `\` CONTAINED SHALL NOT E USED FOR THE ARMANO, JOSEPH ARMANO RESIDENCE Marie Galbraith �;;,S��a�C�t BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 45 HIGHLAND VIEW AVE APT 1 11.22 KW PV ARRAY y. PART IZ OTHERS OUTSIDE THE RECIPIENT'S MODULES � NORTH ANDOVER MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH r_ 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (44) CANADIAN SOLAR # CS6P-255PX SHEET: REV DATE: onDiMarlborough, MA Building 2. SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T. (650)638-102 F: (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 978 702-6187 PV 5 9/16/2014 THREE LINE DIAGRAM (888)-SOL-CITY(765-2489) www.solarcity.aam CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 45 Highland View Ave Apt I UTILITY SERVICE INVERTER AND ~L DC DISCONNECT AC ' I I DISCONNECT INVERTER AND DC DISCONNECT I . r -------------------- ------� SOLAR PHOTOVOLTAIC ARRAY(§) L--------------------------J PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-01 8 919 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN [INIVERTER: NUMBER: CONTAINED SHALL NOT BE USED FOR THE ARMANO, JOSEPH ARMANO RESIDENCE Marie Galbraith /,;SolarCity 50) 638-1029 BENEFIT OF ANYONE EXCEPT SOLARCITY INC., UNTING SYSTEM: •�� NOR SHALL IT BE DISCLOSED IN WHOLE OR INom Mount Type C 45 HIGHLAND VIEW AVE APT 1 11.22 KW. PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS DULES NORTH ANDOVER, MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE 44) CANADIAN SOLAR # CS6P-255PX SHEET: REV: DATE Marlborough, MA 01752 SOLAPAGE NAME: PERMISSIONITY EOFISOELARCITY INC. MU THE WRITTEN 978 702-6187 PV 6 9/16/2014 (88B)—SOLT. )CITY(765-2489)6 www.solaciitycom ulti le Inverters ) SITE PLAN PLACARD 9 ` 0 0 0 •o Label Location: Label Location: Label Location: (C)(CB) (AC)(POI) o Q (DC) (INV) o UU Per Code: @ Per Code: _ U Per Code: NEC 690.31.G.3 Dom ° '-° NEC 690.17.E D o D o o- •-0judNEC 690.35(F) Label Location: o :o D - 0 0 0 • •- TO BE USED WHEN (DC) (INV) °'°� ° ":o oEMO ° "° ° ° ' o INVERTER IS D O Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: A o U@ (POI) -° - (DC) (INV) _ ° Per Code: "O Per Code: o NEC 690.64.8.7 -° - NEC 690.53 •O ° it •I' �"� 0 Label Location: 0 0 0 • .0 (w (POI) Label Location: ° ° Per Code: (DC) (CB) • • •-D D o o o NEC 690.17.4; NEC 690.54 Per Code: - o m • (�C '' ID D o( ll NEC 690.17(4) '° • °D o•DF° D do 0 wwm@mlkl� D o - 0 oD •- °.�. G.1 -O D O U L Label Location: (DC) (INV) Label Location: Per Code: (D) (POI) (®RQ -o D Q ' D• D NEC 690.5(C) �vJUV Per Code: o- • -o D o �.-�D NEC 690.64.B.4 Label Location: Label Location: p (POI) (AC)(POI) D • -o - o - Per Code: (AC):: A Disconnect D � Per Code: ° a c ° "° NEC 690.64.B.4 (C): Conduit NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect �A (AC) (POI) (LC): Load Center Per Code: (M): Utility Meter NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `������ ®�®D® THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC Label SetT EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I� soiattiv.l ®OLMr Y ® SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. M SolarCity SleekMountT"" - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution • Utilizes Zep Solar hardware and UL 1703 listed {, ,f,? Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules < ,� aesthetics while minimizing roof disruption and1O Drill Pilot Hole of Proper Diameter for • Interlock and grounding devices in system UL �`- Fastener Size Per NDS Section 1.1.3.2 labor.The elimination of visible rail ends and listed to UL 2703 �' ` '" mounting clamps, combined with the addition / `.' (2) 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 visually appealing system.SleekMount as"Grounding and Bonding System" O ` L:J Insert Comp Mount flashing under upper utilizes Zep CompatibleTM 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 ( Install lag pursuant to NDS Section 11.1.3 •Anodized components for corrosion resistance 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 Q Components ® ® 5/16"Machine Screw �B Leveling Foot © Lag Screw 0 Comp Mount © 0 Comp Mount Flashing o+ 04 p`J Q014PAT�e January2013 SolarCity. A/m O(T U� LISTED s®la�lt�m January 2013 t a ,0g�e5,�� ®O� CS6P-235/240/245/250/255PX �e CanadlanSOlar Electrical Data Black-framed eteak,<e<o STC CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Temperature Characteristics Nominal Maximum Power (Pmax) 235W 240W 245W 25PW 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Pmax -0,43%/,C '� ` w1V�►V•�4•I/ {►�JJ Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%rC ' �■ Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37.4V Isc 0.065%/°C = • �� • s Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell TemperatureModule Efficiency 14.61% 14.92% 15.23% 1 15.54% 15.85% Operating Temperature -40•C-+85°C Performance at Low Irradiance • Maximum System Voltage 1000V 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/m'to 200W/m' Power Tolerance 0-+5w (AM 1.5,25`C) Next Generation Solar Module Under Standard Test Conditions(STC)of irradiance of t000W/m2,spectrum AM 1.5 and cell temperature of 25'C NewEdge,the next generation module designed for multiple Engineering Drawings NOCT CS6P-235PX CS6P-240PX CS6P-245PX CS6P-250PX CS6P-255PX types of mounting systems,offers customers the added 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 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(Ise) 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',spectrumAM 1.5,ambient temperature 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(45.2 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 �-aox IP65,3 diodes installation costs in half Best Quality41 • 23Cable 4mm'(IEC)/l2AWG(UL),1 000m 5 quality control points in module production connectors MC4 or MC4 Comparable • Aesthetic seamless appearance - low profile EL screening to eliminate product defects Standard Packaging(Modules per Pallet) 24pcs with auto leveling and alignment Current binning to improve system performance Module Pieces per container(40 ft.Container) 672pcs(40'HQ) e • Accredited Salt mist resistant • Built-in hyper-bonded grounding system - if it's mounted,it's groundedI-V Curves (CS6P-255PX) Best Warranty Insurance to m i • Theft resistant hardware • 25 years worldwide coverage • 100%warranty term coverage e , Section A-A • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights ' 7 35.0 and grounding system • Non-cancellable -s 5 • Immediate coverage I I • Industry first comprehensive warranty insurance by AM Best rated leading insurance companies in the Insured by 3 world top insurance companies o „-o,,, , world ; meda/m2 [�__ c vComprehensive Certificates 2 �_ 2sLIndustry leading plus only power tolerance:0�-+5W = ar• IEC 61215,IEC 61730, IEC61701 ED2,UL1703, u - - T_� ° 1t5 0 • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS 0 s ra to r; ._;, dd 40 ° , t, 1s � , „`s n .e vzs ground mounting systems IS09001:2008:Quality Management System .rye v w • ISO/TS16949:2009:The automotive quality Speccations included in this datasheet are subject to change with out 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 t00% • QC080000 HSPM:The Certification for companies. As a leading vertical) ante rated successful) listed on NASDAQ Exchange (symbol: CSIQ in e7� Added Value Fro Hazardous Substances Regulations manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing 00q t m Warranty 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 soi ,,. -. occupational health and safety customers. Canadian Solar's world class team of 0% • REACH Compliance professionals works closely with our customers to s to is zo zs P provide them with solutions for all their solar needs. .. 10 •• year product warranty on materials and workmanship rYE !�`• p 25 year linear power output warranty C\ �\\4 C®L�{ ���E y/, .!CEPT �, •• • •.�• I www.canadiansolar.com EN-Rev 10.17 Copyright 0 2012 Canadian Solar Inc. D Ko o � Solar ' o o � SolarEdge Power Optimizer so I a rModule Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North America _ (for 6o-ceII PV (for 72-cell (for 96 cell PV modules) modules) modules) INPUT P300 / P350 / P400 _ -' ,. �^.` 'Rated Input DC Powern� ............. .. 300...................390 ..400........... .... .... IUI Volat lowest temperature) 48 60 SO Vdc `f Absolute Maximum Input tage(Voc .......... ... ...... .......... ... ................... ... ... ... MPPT Operating Range........................._... .............. ...... ....... 8 48 ,.....,.8,.60 8 80 ..... ..Vdc..,.. . ... .......... .... ....... Maximum Short Circuit Current(Isc) 10 Adc Maximum DC In ut Current ,12,5 Adc Maximum Efficiency 99.5............................................ ...... Weighted Efficiency 98.8 % .. . Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) �� Maximum Output Current 15Adc Maximum Output Voltage 60 Vdc �w1 OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) 1 u~ Safety Output Voltage per Power Optimizer 1 Vdc �. _ STANDARD COMPLIANCE 1R�•"�- EMC.... ...................... ..................... T.FCC Part15 Class B,IEC63000-6 2,.IEC .......,.,.IEC62109 1(lass II safety),UL1741 ...... ...... ... ......... ......... . .... .. RoHS Yes '• .�" INSTALLATION SPECIFICATIONS rr �' Maximum Allowed System Voltage 1000 Vdc r.� .•F' ,_' ,` Dimenswns(WxLx H) 141 x 212 x 40.5/5.55x8.34x159 mm/m _. ... ... .. .......... Weight hncludmg cables) ... .... .950/.2:1. ... ... .......... gr/Ib... £,. ¢ Input Connector MC4/Amphenol/Tyco A .............................................................................. ..........................oubl..nsul.............enol........................ ............. �.• ,,f v` Output Wire Type/Connector Double Insulated;Amphenol T Output.Wire.Length................................................. .....095,/,3.0.......I.......................1:Z/3:9....................... ...m%.f(_. ,. ,." �� Operating Temperature Range 40-+85/40 +185 -C/'F Protection Ratin ..P65/NEMA4 .0` ,Relative Humidrty ...............................:............................................................0:.100...................................... % R.-stt Dower or me moawe.moawe er oo,o sx nowenaiereoa anowea. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER _ 208V 480V PV power optimization at the module-level Minimum Strin Len h(PowerD timizers) 8 SO 18 ......... ...g. ng,t......... ..P............................... ........ Maximum String Length(Power Optimizers) 25 25 50 Up to 25°h more energy ...................................... .................. .. ........ ............ ... ........ Maximum Power per String 5250 6000 12750 W 'I — 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 �y — 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 , n USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us i ,e.xi.G an -.rc� �.,ar-_•�i'�tt..f3.nc:.a ✓�.oa•,c 'A +e.�:v, .•rntm�i�� � ges.•.i-•nW+�•(H:wr.- �..:s�Fr.v�ctaW.d41• . u,�,y y -rrky ynb-Fk[��� •i-w951Wu'Et4. , The Commonwealth of Massachusetts Department of ltsdustrial Accidents Office o fInvesdgatioas 600 Washington Street Boston, MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Infor ation Please Print Le ibl Name (Business/Organizatiott/Individual): SolarCity Corporation Address: 3055 Clearview Way City/State/Zip: an Mateo,CA,94402 Phone 4: 888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): I. 1 am a employer with 5000 4. In i am a general contractor and 1 6. In New construction employees(full and/or part-time).* have hired the sub-contractors 2. 1 am a sole proprietor or partner- listed on the attached sheet. + 7. 10 Remodeling ship and have no employees These sub-contractors have 8. ® Demolition workingfor me in an capacity. workers' comp. insurance. Y9. ®Building addition [No workers' comp. insurance 5. ® We are a corporation and its 10.13lilectrical repairs or additions required.] officers have exercised their 3. 1 and a homeowner doing all work right of exemption per MGL f LE)Plumbing repairs or additions '. m selfNo workerscomp. c. 152,§1(4),and we have no Y [ P 12.r)Roof repairs insurance required.] ► employees. [No workers' 13 M Other Solar comp. insurance required.] *Any applicant that chocks box#1 must also all out the section below showing their worker'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and thele hire outside contractors must submit a new affidavit indicating such. 'Contractors that check this box mmst attached an additional sheet showing the name of the sub-contractors and thcirworkcrs'comp,policy inrrnmation. I ant an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: ibert Mutual Insurance Company Policy 4 or Self-ins. Lie. #'WA7-66D-066265-024 Expiration Date: 9/1/2015 Job Site Address- G"` „ C.'itylStaterLip:_fU_AC ��l Y�! Attach a copy of the workers' compensation policy declaration page(showing tate policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Si gqature: ,r° a: �• - ' Ute: �p 1 Phone#: 88-765.2489 _ [V.ntapt fficial use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# suing Authority(circle one): Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing inspector Other Parc»n• r j ACOR CERTIFICATE OF LIABILITY INSURANCE 1244 YYY' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIs3 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 PRODUCM AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pofrcyries)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 tights to the certificate holder in lieu of such endorsements). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES AME, 345 CALIFORNIA STREET,SUITE 1300 ONE 69LROL.—— CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSURERS)AFFORDING COVERAGE NAIL 9 99 01-STND-GAWUE-14-'155 INSURER A:early Mutual Fire insurance Company IMS 86 INSURED Ph.(650)963-5100 INSURERS:!liberty insurance Corporation 42404 Solarcity COrpar UM INSURER C:NTA — -- NIA —— 3055 Cleafview Way i — San Mateo,CA 94402 rNSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269402 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 — TYPEOF INSURE NCE ,DDDR S 8R POLICY EFF POLICY FXP LIMITS LTR , POLICY NUMBER D/YYY IDDIYYYY A GENERAL LIABILITY ;T62-661-D6626M1409101/2014 0910iI2015 EACH OCCURRENCE _ g 1,0D0,00D xi COMMERCIAL TO REN`irED- 900,001 4_COMMERCIAL GENERAL LIABILITY D PRENII..S.ER.LEa ocaunerice-1... $. _.._......_..- ........._ CLAIMS-MADE X OCCUR MED EXP(Any one person $ 10,001 PERSONAL&ADV INJURY $ 1,0D0.Qw AGGREGATE $ 2 l _.. GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMPIOP x I POLICY f...x PRO- LOC f Deductible $ 25,000 A AUTOMOBILE UABIUTY I IA82-661-066265-044 001!2014 .0410112015 COM13INEO SINGLE LIMIT 1,600400 Ea accident! XANY AUTO I BODILY INJURY(Par arson) $ ALL DWNED SCHEDULED a AUTOS AUTOS i I f BODILY INJURY{Par acerderu) S X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS --. AUTOS X I Phys.Damage COMPICOLL DEC: S $1,000!$1,000 UMBRELLA UAB OCCUR I EACH OCCURRENCE S i EXCESS UAB CLAIMS-MADE _...f..._.. ! AGGREGATE .... - - --...-.. -....- RETENTION S I $ S WORKERS COMPENSATION I WA7-66D•066265.024 10910112014 09/01/2015 X WC STATU t OTH- AND EMPLOYERS'LIABILITY 8 ANY PROPRIETORIPARTNI R/EXECUTIVE Y i N WC7-661-{)66265.034(WI) :0910112014 0910112015 E.L.EACH ACCIDENT $ 1;D0 0 00 OFFICERIMEMBER EXCLUDt�7 13 N NIA VIC DEDUCTIBLE:$350,000' — 1,000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 0,describe under I -- 1,OD0,000 R PTI N OF OPERATIONS below r E1 DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attaeh ACORD 101,Addirlmral Remarks Schedule,N more apice fa required) Evidence of insurance. I CERTIFICATE HOLDER CANCELLATION Solarcity Corpmdm SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE:CANCELLED BEFORE: 3055 CleaNiew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE:WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk 6 Insurance Services Charles Mafmolelo ©1888.2010 ACORD CORPORATION. All rights.reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs and Busine* ss 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. SCA 14, 201A 05!11 E] Address D Renewal E].Employment n Lost Card -il;.• Y, Office of Consumer Affairs&Business Regulation License or registration valid for individul use only 4,bME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: 168572 Typi 10 Park Plaza-Suite 5170 Expiration: 318/2015 Supplement ;ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS 7 24 ST MARTIN STREET BLD 2UNI MARLBOROUGH,MA 01752 - Undersecretary Not v lid without signature —Vf MARLBOROUGH, l i Massachusetts -DeWlIment of Public Safety 4 Board of Building Regulations and Standards License CS-107663 CRAIG ELLS 206 BAKER STREET Keene NH 03431 t Cf 111 08/2912017 Jfz r(. ,. ��i(/Ii(fe�iJ'fr(/�/IVGL/�'e " Office of Consumer Affairs d Business Regulation r 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 �t = Type: Supplement Card Expiration: 3/8/2015 SOLARCITY CORPORATION - DAVID MILLAR 24 ST. MARTIN STREET BLD 2 UNIT T1 }x MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA 1 G 20W05111 [� Address ❑ Renewal Ej Employment ❑ Lost Card ��f[• (f.'lrrrirrirArrrr�rr���nf��jlrr3Jrrr�rrJrl/,; ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: Office of Consumer Affairs and Business Regulation registration: 168572 Type,Yp 10 Park Plaza-Suite 5170 Expiration: 3/812015, Supplement Ward Boston,MA 02116 SOLARCITY CORPORATION' rc /r DAVID MILLAR 24 ST MARTIN STREET BLD 2UN1 i5101-13OROUGH, MA 01752 - Undersecretary Not va id withbut signature A,.S®laf City Power Purchase Agreement Here are the key terms of your SolarCity Power Purchase Agreement Date:-$112__1A O 1150020years 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 specked 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 2.9%per year. . The pricing in this PPA is valid for 30 days after 8/5/2014. i • 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. Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Joseph Armano 45 Highland View Ave Apt 1 45 Highland View Ave Apt 1 North Andover, MA 01845 North Andover, MA 01845 Options for System purchase and transfer: Options at the end of the 20 year term: • If you move,you may transfer this agreement to the purchaser of your • SolarCity will remove the System at no cost to you. Home,as specified in the agreement. . You can upgrade to a new System with the latest solar • At certain times,as specified in the agreement,you may purchase the technology under a new contract. System. You may purchase the System from SolarCity for its fair • These options apply during the 20 year term of our agreement and not market value as specified in the agreement. beyond that term. • You may renew this agreement for up to ten(10)years in two(2)five(5)year increments. 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY 888.765.2489 I SOLARCITY.COM MA HIC 168572/MA Lic. MR-1136 Document Generated on 8/7/2014 DocuSign Envelope ID:9D18A487-2D8F-4B79-BB2B-E71E7E1CD33B .� 22.NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their entiretyand I acknowledge that I have received ed a complete co of this 9 P P YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TOy 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:Joseph Armano EXPLANATION OF THIS RIGHT. Dmuftnea by: 23.ADDITIONAL RIGHTS TO CANCEL. Signature: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL 135B19BEMFB43B... THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: x87.672-G 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 8/5/2014. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 8/5/2014,SolarCity reserves the right to reject this PPA unless you Signature: agree to our then current pricing. Date: "SolarCity, Power Purchase Agreement SOLARCITY VD Signature: ` EYNOON RIVE,,CEO (PPA) Power Purchase Agreement VSarl Date: 8/5/2014 Solar Power Purchase Agreement version 7.4.1 Version #38.9 +(�{1 ,- SlouarUty. � _IH OF 3055 Clearview Way, San Mateo, CA 94402 I Y00 JiN (888)-SOL-CITY (765-2489) www.solarcity.com K September 12, 2,014 VI y No.4 Project/Job # 018919 •0 RE: CERTIFICATION LETTER ONAL Project: Armano Residence Digitally S' oo Jill Kim 45 Highland View Ave Apt 1 North Andover, MA 01845 Date: 201 .09.12 14:25:53 To Whom It May Concern, -07'00' 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 = 100 mph, Exposure Category C -Ground Snow Load = 50 psf - MPI: Roof DL= 10 psf, Roof LL/SL= 30.5 psf(Non-PV Areas), Roof LL/SL= 19 psf(PV Areas) - MP2: Roof DL = 11 psf, Roof LL/SL= 35 psf(Non-PV Areas), Roof LL/SL= 21.5 psf(PV Areas) - MP3: Roof DL 16 psf, Roof LL/SL = 35 psf(Non-PV Areas), Roof LL/SL = 21.5 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category(SDC) = C < 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. Civil Engineer Main: 888.765.2489,x5743 email: ykim@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com Az ROC 243711,.CA CSt_B 888104,CO EC8041,CT HIC 0632776.OC 1-11C 71101488,OC H15 711014&9,Hi CT 29770,MA.k11C 188572,mt0 MMIC 128948,Nd tAVH0816O600, aR CCB 180498.PA 077343,TX TDLR 27006,WA GCL:SOL.AF{C'91907.0 2013 S.Ioraty,A'1,ighte reserved. I� 09.12.2014 TM Version #38.9 _ SleekMount PV System 'WelsolarCity, Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name;_ _w Armano Residence-- ._ _ . AHJ: __ _ North.Andover— Job Number: 018919 Building Code: MA Res.Code, 8th Edition Customer_Name: �w Armano,Joseph Based On: IRC 2009„/IBC_2009 Address: 45 Highland View Ave Apt 1 ASCE Code: ASCE 7-05 City/State: �. North Andover, __ _ MA, _Risk Category_ Zip Code 01845 Upgrades Req'd? No Latitude- Longitude_ 42.706936_ _ -71.123830- Stamp Req'd? _ Yes_-__._�_._ SC Office: Wilmington _ PV Designer: _Marie Galbraith Calculations: Yoo Jin Kim P.E. EOR: Yoo Jin 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 = 0.33365 < 0.4g and Seismic Design Category(SDC) = C< D 1 2-MILE VICINITY MAP •. 133 db • o A 125 r 45 Highland View Ave Apt 1, North Andover, MA 01845 Latitude:42.706936,Longitude: -71.12383, Exposure Category:C 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 (2 Layers _ 5.0 'sf Re-Roof to 1 Layer of Comp? No Underlayment _ _ _ � ��-- Roofing _' Paperq Plywood Sheathing - Yes 1.5 heapsf Board Sthing �- --- . _- �_....�_ �� None Rafter Size and Spacing 2 x 6 @ 16 in. O.C. 1.7 psf �_. _ -�4_ _ ._ No _ �- - Vaulted Ceiling_ ;�__..__. _. � �.._,�.�.._ Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 10 Psf MPi 10.0 sf Reduced Roof'LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member TributaryArea Ac._. r� Roof Slope _ 9/12 _ Tributary Area Reduction �� Ri._ __ 1 �-_ - _Section 4.9 Sloped Roof Reduction Rz 0.775 Section 4.9 Reduced Roof Live LoadLr 4= (Rl)(Rz) E uation 4-2 Reduced Roof Live Load Lr 15.5 Psf MPl 15.5 Psf 1 Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load _ p9�ti 50.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? �° Yes , 4' - - Effective Roof Slope 350 -_ Horiz..Distance from'Eve to,Ridge W 16.3 Snow Importance Factor IS 1.0 Table 1.5-2 -'- Partially Exposed Snow ExposureF _ acto - n 1.0._ Table 7 2 Snow Thermal Factor C All structures except as indicated otherwise Table 7-3 1.0 _ Minimum Flat Roof - Snow Load w/ -7777 , - . Rain-on-Snow S rcharge) Pf-min ° ' 35.0,psf 7.3.4&7.10 u � Flat Roof Snow Load pf pf- 0.7(Ce) (Cc) (I) pg; pf>_ pf-min Eq: 7.3-1 35.0 psf 1 70% ASCE Design Slo ed Roof Snow Load Over Surroungi`n_q Roof Surface Condition of Surrounding All Other Surfaces Roof Cs_roof 0.9 Figure 7-2 Design Roof Snow Load Over Ps-roof roo f= (Cs- f)Pf ASCE Eq: 7.4-1 Surroundin Roof Ps-roof 30.7 psf 61% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C Unobstructed Slippery Surfaces C,_P° 0.5 Figure 7-2 Design Snow Load Over PV Ps-p„= (Cs- V)Pf ASCE Eq: 7.4-1 Modules PS-PV 18.9 Psf 38% [CALCULATION OF DESIGN WIND-LOADS - MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type �__ SolarCity SleekMountT'" - -- Spanning Vents No offHardware) Stand *Attachment Hardware Com Mount T e C A Roof Slope 350 Rafter,Spacing___:._ _ _ 16"O.C. Framin Type Direction Y-Y Rafters Purlin-_Spacing m' -_ _ _ __ _X-X Purlins Only .-- __ NA _ _ - Tile Reveal Tile Roofs Only NA Tile Attachment System ,. _ _ TileRoofs Only , _ . _ -_ _. NA On - StandingSeam Spacing SM Seam l NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed _p V 100 mph Fig. 6-1 _ -- _.,d -, - --_ - -- Exposure_Category_ _ __ —__ __. _ _ _ �__ _ _ _ ..__ . _ _ ..___.— Section 6.5.6.3 Roof Style w Gable Roof _ Fig 6-116/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _— _ _R KZ — _ 0.95 _ _ Table 6-3 Topographic Factor ® _�_..__ _ Krt__--_ _ -- -__.. _-- --- 1.00 _. — . Section 6.5.7 Wind_Directionality Factor Kd 0.85 -- Table 6-4 Im ortance Factor _-b r—I -- - --- _ Table 6----- Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 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 -19.6 psf Wind Pressure Down 18.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing^__—.. Landscape 64" 39" Max Allowable Cantilever_ _ Landscape__ 24 -.--NA Standoff Confi uration Landscape Staggered Max,Standoff Tributary,Area„ _ _ _ Tribe_..-, 17-sf__ PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff, _ T-actual _311 lbs Uplcity of Standoff _ T-allow _ _ 500 lbs _ Standoffift CapaDemand/Capacity DCR 62.2%� X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever- — .__--Portrait_ A__ -----20" _�- _ ---NA-- Standoff A _Standoff Configuration Portrait Staggered Max Standoff Tributary_Area - w. _Trib_-_ _ ___.__ _ __ _21 sf— _ PV Assembly Dead Load W-PV _ 3 psf Net,Wind Uplift at Standoff -.— T actual _ .._ __ __- _.__ -389 lbs Uplift Capacity of Standoff _ T-allow _ _ ^ _ �___ 500_lbs Standoff Demand/Capacity _ DCR 77.9% _ LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) - v 2.5 psf Hardware Assembly Weight(psf) PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description M132 Roofing rype___'.___�� _ _„_._ _ Comp Roof �_2 Layers) 5.0 psf Re-Roof to 1 Layer of_Comp? No Underlayment Roofing Paper 0.5 sf Plywood Sheathing T Yes 1.5 psf Board Sheathing- _ —_' - -- -�- -_, - -- � �. ' _..__. _ _ �° Non_ e Rafter Size and Spacing - 2 x 10 _ @ 16 in. O.C. 2.9 psf -� Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 11 psf(MP2) 11.0 sf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load LO 20.0 psf Table 4-1 Member Tributary.Area Ate < 200 sf Roof Slope 7/12 Tributary_Area Reduction Ri �_. r Section 4.9 Sloped Roof Reduction R2 0.85 Section 4.9 Reduced Roof Live Load Lr 4= L9{Ri)(R2) E nation 4-2 Reduced Roof Live Load Lr 17 psf MP2 17.0 sf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 50.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? 'Yes- Effective Yes Effective Roof Slope 300 _ Horiz. Distance from Eve to Ridge__ _ _ 17.2 f_t' v Snow Importance Factor Is� 1.0 Table 1.5-2 Snow Exposure Factor Ce' PartiallyE posed: Table 7-2 1.0 Snow Thermal Factor All structures except as indicated otherwise Table 7-3 ---- .` 1.0 Minimum Flat Roof Snow Load (w/ w � � • 7 - Rain-on-S_now_Surcharge) pf'min ” r 35.0 psf' a 7.3.4&7.10 Flat Roof Snow Load Pf s--- - pr= 0.7(Ce) (Ct) (I) pg; pf? pf min Eq: 7.3-1 35.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surroundinq Roof Surface Condition of Surrounding All Other Surfaces Roof Cs-r00f 1.0 Figure 7-2 Design Roof Snow Load Over Ps-roof Ps-roof= (Cs-roof) Pf ASCE Eq: 7.4-1 Surrounding Roof 35.0 psf 70% I ASCE Design Slo ed Roof Snow Load Over PV Modules Surface Condition of PV Modules C Unobstructed Slippery Surfaces 5_p° 0.6 Figure 7-2 Design Snow Load Over PV PS-Py= (CI-P.)Pf ASCE Eq: 7.4-1 Modules PS-P" 21.6 psf 43% [CALCULATION- DESIGN WIND LOADS- MP2 Mounting Plane Information Roofing Material Comp Roof _ PV System Type:_-_ __ _ __ T._ _ SolarCity SleekMountT"'_ Spanning Vents _ N° — Standoff Attachment Hardware Com Mount T' e Cu Roof Slope 300 Rafter-Spacing____ ___ _ �__. . :- _ _ __.�. _ 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing ,„ .,�_ -X-X Purlins Only-.. .. Tile Reveal Tile Roofs Only NA Tile Attachment_System.— Tile—Roofss 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 100 mph Exposure Category_.—_�_..� �_- _.__�_ _. ._ �_ _ _ _ _ C -, -- - __ . _. _ ____ _Section 6.5.6.3- Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ¢ _ _ _ _ 0.95 _ _ _ Table 6-3 Topographic Factor`_e_ Kn_.__- —- _-- 1.00 _-_ Section,6.5.7 Wind Directionality Factor Kd0.85 _ Table 6-4 Importance Factor � - - _ —L___-.. 1.0-- _. .._.- - - _ MTable 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)N^2)(I)20.6sf Equation 6-15 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 -19.6 psf Wind Pressure Down 18.0 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 _-_ _ _ -310-lbs Uplift Capacity of Standoff T-allow500 lbs Standoff Demand Ca aci DCR - _ 62.0% — -- 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_ PV Assembly Dead Load W-PV 3 psf,_ Net Wind Uplift at_Standoff .__ T-actual _ - _ _ _ 388 lbs y Uplift Capacity of Standoff T-allow -—_ _ _.. 500 lbs Standoff Demand/Capacity DCR 77.5% LOAD ITEMIZATION - MP3 PV System Load PV Module Weight(psf) ���� -� _ 2.5 psf Hard -____.� R r .- �.... .. Hardware Assembly Wei ht - R 0.5 psf PV System Wei ht s 3.0 psf Roof Dead Load Material Load Roof Category Description MP3 Roofing Type__ _. ___-- Comp Roof (2 Layers)__ . ._�..5.0 Psf__._— _ __ Re-Roof to 1 Layer of Comp? No Underlayment wRoofing Paper -0.5 sf Plywood Sheathing` Yes 1.5 psf BoardSheathing _ None __. Rafter Size and Spacing 2x 10 @ 16 in.O.C. 2.9 psf Vaulted Ceiling _ Yessf- P -_ Miscellaneous Miscellaneous Items 1.4 psf Total Roof Dead Load 16 psf MP3 16.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo— 20.0 psf Table 4-1 Member Tri_butary_Area Roof Slope 7/12 Tributary Area Reduction��_ Rl Sloped Roof Reduction _Rz 0.85 _ Section 4.9 Reduced Roof Live Lod _— __ ` Lr L - r- L0( 1) (R2), Equation 4-2 Reduced Roof Live Load Lr 17 psf(MP3) 17.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py � _ 5.0_.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 300 Horiz.,Distance from Eve to Ridge_ W 17.2 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce - Partially Exposed 1-.0 Table 7-2 - -- Snow Thermal Factor Ct All structures except as indicated otherwise _� Table 7-3 _ 1.0 Minimum Flat Roof Snow Load(vv% Rain on-Snow.Surcharge) Pf-min 35.0 psf 7.3.4&7.10 Flat Roof Snow Load Pf Pf= 0.7(Ce) (Ct) (I) P9; pf i pf-min Eq: 7.3-1� 35.0f 70/o o s ASCE Design Sloped Roof Snow Load Over Surroundinq Roof Surface Condition of Surrounding All Other Surfaces Roof Cs-roof 1.0 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pr ASCE Eq: 7.4-1 ,SurroundingRoof Ps-roof 35.0 psf 70% ASCE Design Simed Roof Snow Load Over PV Modules Surface Condition of PV Modules C Unobstructed Slippery Surfaces s_° 0.6 . Figure 7-2 Design Snow Load Over PV PS-PV= (Cs- v) Pf ASCE Eq: 7.4-1 Modules Ps P" 21.6 sf43/o o [CALCULATION O_F_DESIGN WIND LOADS MP3 Mounting Plane Information Roofing Material Comp Roof- _ PV System TYpe�- __ SolarCity SleekMount TM Spanning Vents Yes__ _ Standoff Attachment Hardware Comp Mount Type C with Lifter Roof Slope _- -- -_--- - -__ . _- 300 _ --- - _16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing___ _ _ . _X-X Purlins_Only._ _ NA Tile Reveal Tile Roofs Only NA Tile,Attachment Systeme - Tile Roofs Only_- ,_- ----NA.. Standing Seam Spacing SM Seam only NA Wind Design Criteria Wind Design Code __ -_ _ -- -. _.- ... ASCE 7-05 W ind Design Method__ - .-. _ _?ardally/Fully Enclosed Method Basic Wind SpeedV 100 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,F6ctor -�� _ Kzc_ ._—_ _1.00 - _ -- _ -_---Section 6.5.7_ Wind Directionality FactorKd 0.85 Table 6-4 .Importance Factor � I _ _ -- _._ �_ �_ 1.0 _- _-. -- -- - --Table 6-1 - Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 20.6 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 -19.6 psf Wind Pressure Down 18.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing _Landscape _ _ _-__- 64" _T�, 39" Max Allowable,Cantilever _-_ -__Landscape____ __ 2311 Standoff Configuration Landscape Staggered Max,Standoff Tributary_Area._ _ Trib�__i __ 17 sf PV Assembly Dead Load W-PV 3 psf Net-Wind-Uplift.at_Standoff_ -_ - ____T-actual__ ._ _ -310 lbs__ Uplift Capacity of Standoff T-allow 500 lbs_ Standoff Demand/Capacity DCR 62.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 64" Max Allowable Cantilever— _ -Portrait._____ -_ _ _ __ 14" Standoff Confi uration Portrait Staggered Max Standoff Tributary_Area _ _ Trib _ _. - __ _ 14 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift.at_Standoff_-_ T-actual __ - - _ -258 lbs` Uplift Capacity of Standoff_. _ T-allow _ _ 500 lbs Standoff Demand/Capacity DCR - 51.7% COMPANY PROJECT Q) W, 00dWqrks Sep. 12, 2014 14:19 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 10.00 (16.0) * psf SL Snow Full Area Yes 30.70 (16.0) * psf PV DL Dead Full Area No 3 .00 (16.0) * sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 14'-11.4" 0' 1'-3" Unfactored: Dead 141 113 Snow 271 218 Factored: Total 412 331 Bearing: F'theta 557 557 Capacity Joist 731 417 Supports 586 586 Anal/Des Joist 0.56 0.79 Support 0.70 0.56 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 14'-11.4"; Pitch: 8.5/12; 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 = 46 Fv' = 155 fv/Fv' = 0.30 Bending(+) fb = 1377 Fb' = 1504 fb/Fb' = 0.92 Bending(-) fb = 77 Fb' = 951 fb/Fb' = 0.08 Live Defl 'n 0.60 = L/259 0.87 = L/180 0.69 Total Defl'n 0.91 = L/171 1.31 = L/120 0.70 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.632 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 .1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 274, V design = 254 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 868 lbs-ft Bending(-) : LC #2 = D+S, M = 49 lbs-ft Deflection: LC #4 = (live) LC #4 = (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/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (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. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWorks0 SOMSIARF FOR WOOD OnIGN Sep. 12, 2014 14:21 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 11.00 (16 .0) * psf SL Snow Full Area Yes 35.00 (16.0) * psf PV DL Dead Full Area No 3 .00 (16.0) * sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 17'-3.2" 0' 1'-3" 14'-6" Unfactored: Dead 171 143 Snow 370 309 Factored: Total 541 452 Bearing: F'theta 513 513 Capacity Joist 674 452 Supports 586 688 Anal/Des Joist 0.80 1.00 Support 0.92 0.66 Load comb #2 #4 Length 0.50* 0.59 Min req'd 0.46** 0.59 Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for interior supports **Minimum bearing length governed by the required width of the supporting member. Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-112"x9-1/4") Supports: All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 17'-3.2"; Pitch: 7/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); 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 = 38 Fv' = 155 fv/Fv' = 0.25 Bending(+) fb = 831 Fb' = 1273 fb/Fb' = 0.65 Bending(-) fb = 30 Fb' = 493 fb/Fb' = 0.06 Live Defl'n 0.31 = L/594 1.02 = L/180 0.30 Total Defl'n 0.45 = L/407 1 1.53 = L/120 0.29 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 1.100 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.387 1.100 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 = 394, V design = 354 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 1481 lbs-ft Bending(-) : LC #2 = D+S, M = 53 lbs-ft Deflection: LC #4 = (live) LC #4 = (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/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 139e06 lb-int "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. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWorks® SOMIARP FOR WOOD DMCN Sep. 12, 2014 14:23 MP3.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 16.00 (16.0) * psf SL Snow Full Area Yes 35.00 (16.0) * psf PV DL Dead Full Area No 3 .00 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 17'-4.4,. 0' 1'-3" 14'-7" Unfactored: Dead 233 195 Snow 371 311 Factored: Total 605 506 Bearing: F'theta 513 513 Capacity Joist 686 506 Supports 605 770 Anal/Des Joist 0.88 1.00 Support 1.00 0.66 Load comb #2 #4 Length 0.52 0.66 Min req'd 0.52** 0.66 Cb 1.73 1.00 Cb min 1.73 1.00 Cb support 1.25 1.25 Fcp sup 625 625 **Minimum bearing length governed by the required width of the supporting member. Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-1/2"x9-114") Supports: All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced.at 16.0"c/c; Total length: 17'-4.4"; Pitch: 7/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP3.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 = 43 Fv' = 155 fv/Fv' = 0.28 Bending(+) fb = 936 Fb' = 1273 fb/Fb' = 0.74 Bending(-) fb = 33 Fb' = 490 fb/Fb' = 0.07 Live Defl'n 0.32 = L/582 1.03 = L/180 0.31 Total Defl'n 0.52 = L/359 1 1.54 = L/120 1, 0.33 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 1.100 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.385 1.100 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 = 441, V design = 397 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 1668 lbs-ft Bending(-) : LC #2 = D+S, M = 59 lbs-ft Deflection: LC #4 = (live) LC #4 = (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/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 139e06 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. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. I