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Building Permit #406-15 - 47 EMPIRE DRIVE 10/28/2014
k_ OORTFH ` BUILDING PERMIT TOWN OF NORTH ANDOVER o APPLICATION FOR PLAN EXAMINATION - rr �b Permit N0: Date Received '� °4,, �,��:�.,�+• +` Date Issued: �b �SS�cHus�� IMPORTANT: Applicant must com Tete all items on this page LOCATION 47 Empire Dr Print PROPERTY OWNER Eugene Blumkin Print MAP NO: 210 PARCEL: 107 ZONING DISTRICT: Historic District yesnno Machine Shop Village yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑One family ❑Addition 17]Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition QOther Solar_ /P_V ❑ Septic ❑ Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer Install 27 solar electric panels @6.885kW DC to roof of existing home, to be interconnected with the homes' electrical system Identification Please Type or Print Clearly) OWNER: Name: Eugene Blumkin Phone: (617) 590-5680 Address: 47 Empire Dr CONTRACTOR Name: Phone: 978-215-2383 SolarCity Corp Address: r 800 Research Dr.Wilmington Ma.01887 Supervisor's Construction License: Exp. Date: 107663 8/29!2017 r' Home Improvement License: Exp. Date: 168572 3/8/2015 ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BOLDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $17,000 FEE: $ VyA Check No.: T73SIS Receipt No.: :2glciO NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of AgenUOwnerw48 _.Signature of contractor _ W e -- a 1, J',� VZ-e- C l� �I MOJ r BUILDING PERMIT 0*"O DT 6'�tia TOWN OF NORTH ANDOVER "6 #6 APPLICATION FOR PLAN EXAMINATION a• Permit No#: Date Received 'ls ^oR^7ED rPp`yt`� �SSACHUS�� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes 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 ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. 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: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund ;Signature of Agent/Owner •Signature of contractor r Location A] V)A 0 - e' No.�Ct , Date 10 291H . - TOWN OF NORTH ANDOVER Y Certificate of Occupancy $ Building/Frame Permit Fee $ -- Foundation Permit Fee $ I Other Permit Fee $ I TOTAL $ Check#- 4n— U i J Building Inspector i r Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ 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 COMMENTS HEALTH Reviewed on Siqnature COMMENTS 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 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS - Plans Submitted ❑✓ Plans Waived ❑ Certified Plot Plan ❑Y Stamped Plans ✓❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ 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 DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMENTS CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS 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 Located at 384 Osgood Street ( FIRE DEPARTMENT - Temp Dumpster on site yes no • Located at 124 Main Street Fire Department signatureidate COMMENT'S Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: 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) ❑ 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 o 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 o Photo Copy of H.I.C. And C.S.L. Licenses o 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) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application Li 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 rti ust be submitted with the building application Doc:Building Permit Revised 2014 � - p �,� �� 2 �� ( �� ��- � � �w��� l/�'r � � Deems, Maura From: Astrid Blanco <ablanco@solarcity.com> Sent: Thursday, February 05, 2015 12:46 PM To: Deems, Maura Subject: 47 Empire Dr Good afternoon, We would like to cancel permit#406-15 for residential solar for 47 Empire Dr.The customer has decided not to move forward w, Please let me know how I should proceed. Thank you Astrid Astrid Blanco I Permit Coordinator I SolarCity I T:978-215-2383 C:774-670-6108 I ablanco(cDsolarcity.com HIC 168572/MA Lic. 1136MR I wr A NNk f,,SoldfClty. This email has been scanned for email related threats and delivered safely by Mimecast. For more information please visit http://www.mimecast.com r - NORTH �. .c . . ve' 'o No. 24.- �` �. h ver, Mass, bcl.6,- H COC NIC NEWICK y1. S V BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT .. . ,►, ......... ............................... BUILDING INSPECTOR ............. . has permission to erect ......... uildings onAl.... .,,,,,, „ „ , �. Foundation p !�.......... ... ..� �.. . .. ... . . ... . ............ Rough y t0 be occupied as . .�.. . . .. Chimney provided that the person accepting this ermit 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 CONSTRUC 0 T Rough Service ............. .................................................................. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required 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 k 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. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES ' PV5 THREE LINE DIAGRAM � Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH +• Ben Liu THE 2014 NATIONAL ELECTRIC CODE INCLUDING - MASSACHUSETTS AMENDMENTS. • + � MODULE GROUNDING METHOD: AHJ: Lawrence REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) 6 , _ ' PREMISE OWNER: DESCRIP110N: x DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN [INVERTER: JB-01 8116 6 00 SO�a�C�t CONTAINED SHALL NOT BE USED FOR THE BLUMKIN, EUGENE BLUMKIN RESIDENCE Raymond Planus BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. EM: Ai1` NOR SHALL IT BE DISCLOSED IN WHOLE OR INount Type C 47 EMPIRE DR. LOT #24 6.885 KW PV ARRAY ° PART TO OTHERS OUTSIDE THE RECIPIENTS NORTH ANDOVER MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 24 St. Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE ADIAN SOLAR # CS6P-255PX SHEET: REV: DATE Marlborough,MA 01752 PAGE NAME: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T: (650) 638-1028 F: (650)636-1029 PERMISSION OF SOLARCITY INC. 61 7 590-5680 PV 1 10/14/2014 (866)—SOL—CITY(785-2489) www.solarcity.com GE SE5000A—USOOOSNR2 \ COVER SHEET Bin Liu PITCH: 40 ARRAY PITCH:40 o MP1 AZIMUTH:259 ARRAY AZIMUTH:259 MATERIAL: Comp Shingle STORY: 2 Storie: PITCH: 40 ARRAY PITCH:40 MP2 AZIMUTH: 169 ARRAY AZIMUTH: 169 MATERIAL: Comp Shingle STORY: 1 Story AC 0 Inv AC 0 M D F. DC nPitC a 3 LEGEND (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO ln� & WARNING LABELS DC DISCONNECT & WARNING LABELS � .�A Ot MassJ©j AC DISCONNECT & WARNING LABELS ~ MP aOR n. IITE I19TE ' O DC JUNCTION/COMBINER BOX & LABELS W B V STr�Ufi..��.�1'R,L. v N".47319 O DISTRIBUTION PANEL & LABELS �S NAL ' Lc LOAD CENTER & WARNING LABELS O STAMPED & SIGNED DEDICATED PV SYSTEM METER FOR STRUCTURAL ONLY O STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR —m CONDUIT RUN ON INTERIOR Digitally signed by Andrew White GATE/FENCE Date: 2014.10.15 15:53:04-04'00' O HEAT PRODUCING VENTS ARE RED r,_ It '1 INTERIOR EQUIPMENT IS DASHED L'=J SITE PLAN N Scale: 1/8" = 1' W E 0 1' 8' 16' S CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: JB-0181166 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHAM NOT E USED FOR THE BLUMKIN, EUGENE BLUMKIN RESIDENCE Raymond Planus �1;SolarCit . BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 47 EMPIRE DR. LOT 24 �� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C #j 6.885 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S -ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES NORTH AND 0 VE R M A 018 45 THE SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive, Building 2, Unit 11 SOLARCIT%EQUIPMENT, WITHOUT THE WRITTEN 1 PAGE NAME: SHEET: REV: DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER' 6 1 7 590-5680 T: (650)638-1028 F. (650)638-1029 SOLAREDGE SE5000A—USOOOSNR2 SITE PLAN PV 2 10/14/2014 (888)-SOL-CITY(765-2489) www.solarcity.con � gEiil L aNOR WI LITE STRUCTt lRAL N4.47a�� si n►aL S1 i , STAMPED & SIGNED FOR STRUCTURAL ONLY 11'-5" (E) LBW 2'—2" SIDE VIEW OF MP1 NTS (E) LBW %y SIDE VIEW OF MP2 NTS ' B MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED ffLANDSCAPE X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 64" 20" 64" 24" STAGGERED ROOF AZI 259 PITCH 40 64" 20" RAFTER 2X10 @ 16°OC ARRAY AZI 259 PITCH 40 STORIES: 2 ROOF AZI 169 PITCH 40 C.I. 2x12 @16"OC RAFTER 2X10 @ 16' OC ARRAY AZI 169 PITCH 40 STORIES: 1 Comp Shingle C.J. 2x10 @16"OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INS & FENDER WASHERS TALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. � ZEP COMP MOUNT C (4) (2) SEAL POLYURETOT HOLE LEAWITH i ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) ROOF DECKING u (2) u INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) C(5]) STEEL LAG BOLT SEALING WASHER. WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES (6) INSTALL LEVELING FOOT WITH (2-1/2" EMBED, MIN) BOLT & WASHERS. (E) RAFTER STANDOFF Scale: 1 1/2 = 1 CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: g-018116 6 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE BLUMKIN, EUGENE NORBENFITSH OF ANYONE EXCEPT IN MOLE INC., MOUNTING SYSTEM: BLUMKIN RESIDENCE . Raymond Planas ; NOR SHALL IT BE DISCLOSED IN WHOLE T' IN Comp Mount T SO�a�Clty. PART TO OTHERS OUTSIDE THE RECIPIENT'S P Type C 47 EMPIRE DR. LOT #24 6.885 KW PV ARRAY %' � ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES NORTH ANDOVER, MA 01845 o, ' THE SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR # CS6P-255PX SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 24 St. Mortin Drive, Building 2,Unit 11 PERMISSION OF SOLARCITY INC. INVERTER: PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 SOLAREDGE SE5000A—USOOOSNR2 (617) 590-5680 STRUCTURAL VIEWS PV 3 1014/2014 T: (650)638-1028 F: (650)638-1029 / (888)—SOL—CITY(765-2489) www.sdarcity.com Ben Lil UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: JB-0181166 00 BLUMKIN, EUGENE BLUMKIN RESIDENCE Aj Raymond Planas ��,;SolarCit1 CONTAINED SHALL NOT BE USED FOR THE '•," BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 47 EMPIRE DR. LOT #24 6.885 KW PV ARRAY NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C2. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: NORTH ANDOVER, MA 01845 24 St. Martin Drive, Building 2 unit 11 .ORGANIZATION, EXCEPT IN CONNECTION WITH SHEET: REV DALE: Marlborough, MA 50) ' THE SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR # CS6P-255PX PAGE NAME: T. (650)636-1026 F: (650)636-102 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: (617) 590-5680 UPLIFT CALCULATIONS PV 4 10/14/2014 (688)—SOL—CITY(765-2489) www.solarcltl PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N)' #8 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE #SE5000A-USOOOSNR� LABEL: A -(27)CANADIAN SOLAR # CS6P-255PX GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44842592 Inverter; 5000W, 240V, 97.5%; w Unifed Disco and ZB,RGM,AFCI PV Module; 255 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 Ben Liu Voc: 37.4 Vpmax: 30.2 o INV 3e- Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER CUTLER-HAMMER Inverter 1 20OA/2P Disconnect Disconnect 4 SOLAREDGE SE5000A-USOOOSNR2 (E) LOADS C C SQUARE D SolarCity r-2--vi �~ L1 RoofTop Disconnect 1 2 - - - - F- LN ::B]- A DC+ 30A/2P ____ GND _ 3 Dc- MP1,MP2: 1x16 JA ---- GND -- ------------- - GEC ---� DC+ DC+ - - I _ MP1,MP2: 1x11 N DC- DC- B ---------- -- J EGC--------------- -- ----- -- -- ,---- --- EGC _ I I N o EGC/GEC_ z � � I ' I I I I I - GEC-r- y TO 120/240V SINGLE PHASE I I UTILITY SERVICE I I I I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)MURRAY# MP230 PV BACKFEED BREAKER C (2)CUTLER-HAMMER #DG221URB n B (1)SQUARE D # HU362RB A (1)SolarCity 4 STRING JUNCTION BOX D� Breaker, 30A/2P, 2 Spaces Disconnect; 30A, 240Vac, Non-Fusible, NEMA 3R /y Disconnect; 60A, 60OV, NEMA 3R 2x2 STR GS, UNFUSED, GROUNDED -(2)Ground Rod; 5/8' x 8', Copper -k)CUTLER-IIAMMER #DG030N6 Ground/Neutral Kit; 30A, General Duty(DG) PV (27)SOLAREDGE f300-2NA4AZS PowerBox Optimizer, 30OW, H4, DC to DC, ZEP nd (1)AWG#6, Solid Bare Copper -(1)Ground Rod; 5/8' x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 4O (1)AWG #10, THWN-2, Black 1 AWG #8, THWN-2, Black Voc* =500 VDC Isc =30 ADC (2)AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC Ir?+r (1)AWG #10, THWN-2, Red O (1)AWG #8, THWN-2, Red Vmp =350 VDC Imp=19.42 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.51 ADC II�L(1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=20.83 AAC III���LLL 0)AWP /10, THWN-2,.Green EGC -0)Conduit.Kit; 3/4' EMT �. . 1 AWG (2)AWG #8,,TFIWN-2,.Green , , EGC/GEC,-(1)Conduit,Kit;.3/4',EMT. . . . . . . . #10, PV WIRE, Black Voc* =500 VDC ISC =15 ADC O�(1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.91 ADC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . I . . . . . . CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: JB-01 8116 6 00 PREMISE OWNER: DESCRIPTION: DESIGN:B LU M K I N, EUGENE �\`fr � CONTAINED SHALL NOT E USED FOR THE BLUMKIN RESIDENCE Raymond Planas .,,SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM; 47 EMPIRE DR. LOT 24 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 6.885 KW PV ARRAY wi, PART IZATIONOTHERS OUTSIDE THE RECIPIENT'S MODULES: NORTH ANDOVER MA 01845 THESALEAND USE EOF PT ITHE RESPECTIVEN CONNECTION �TM (27) CANADIAN SOLAR # CS6P-255PX g 2,Unit 11 24 St. Martin Drive, Building SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: 617 590-5680 T: (650)638-1028 F- (650)638-1029 SOLAREDGE SE5000A-USOOOSNR2 ) THREE LINE DIAGRAM PV 5 10/14/2014 (888)-SOL-CITY(765-2489) www.solarcity.com CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 47 Empire Dr. Lot #24 I I 1 I I I DC 1 1 1 1 DISCONNECT L---J AC DISCONNECT INVERTER AND -- ------------ DC DISCONNECT I I I I I I AC L------------------ DISCONNECT UTILITY r----------------------- —� SERVICE 1 SOLAR PHOTOVOLTAIC ARRAY—S— 1 L— -------------------------- J PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB6 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE BLUMKIN, EUGENE BLUMKIN RESIDENCE Raymond PlanasBENEFIT OF NOR SHALL ITNBENE EXCEPT SOLARCITY DISCLOSED N VMOLE ORCIN MOUNTING SYSTEM: 47 EMPIRE DR. LOT 24 6.885 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S Comp Mount Type C �";SO�arCity ,DRGANIZATION, EXCEPT IN CONNECTION WITH MODULES NORTH ANDOVER, MA 01845 24 St. Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (27) 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 SOLMC11Y INC. SOLAREDGE SE5000A—USOOOSNR2 (617) 590-5680 SITE PLAN PLACARD PV 6 10/14/2014 (688)-S«.-CITY(765-2489) www.solarcity.co WARNING:PHOTOVOLTAIC POWER SOURCE " • ' - •- • . WARNING WARNING ELECTRIC SHOCK HAZARD ' ••- •� ••� ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS -'" • - • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDEDAND DISCONNECT IN THE OPEN POSITION MAY BE ENERGIZED ' MAXIMUM POWER- WARNING � •• _ POINT CURRENT(Imp)_A INVERTER OUTPUT MAXIMUM POWER- ' CONNECTION '• •' POINT VOLTAGE (Vmp)_V • DO NOT RELOCATE MAXIMUM SYSTEMTHIS OVERCURRENT VOLTAGE (Voc)_V DEVICE SHORT-CIRCUIT= (Isc) A PHOTOVOLTAIC POINT OF - •- • • INTERCONNECTION WARNING WARNING: ELECTRIC SHOCK _ _ HAZARD. DO NOT TOUCH '• •' ' ELECTRICAL SHOCK HAZARD TERMINALS.TERMINALS ON DO NOT TOUCH TERMINALS see BOTH THE LINE AND LOAD SIDE TERMINALS ON BOTH LINE AND MAY BE ENERGIZED IN THE OPEN LOAD SIDES MAY BE ENERGIZED POSITION. FOR SERVICE IN THE OPEN POSITION DE-ENERGIZE BOTH SOURCE DC VOLTAGE IS AND MAIN BREAKER, ALWAYS PRESENT WHEN PV POWER SOURCE SOLAR MODULES ARE MAXIMUM AC EXPOSED TO SUNLIGHT OPERATING CURRENT _ A MAXIMUM AC OPERATING VOLTAGE V WARNING _ ELECTRIC-SHOCK HAZARD '• CAUTION ' • IF A GROUND FAULT IS INDICATED ' •_ NORMALLY GROUNDED PHOTOVOLTAIC SYSTEM • CONDUCTORS MAY BE CIRCUIT IS BACKFED • •' ' UNGROUNDED AND ENERGIZED CAUTION '• PHOTOVOLTAIC AC DUAL POWER SOURCE - •. - DISCONNECT •• SECOND SOURCE IS ,. •, . , • - PHOTOVOLTAIC SYSTEM • MAXIMUM AC ' .0 -• - -• . . OPERATING CURRENT A .- ••- - •.• MAXIMUM AC •�� _ - OPERATING VOLTAGESIC Label Set V _ •wn• nnuuu�•u uniminmmuuni••uunnnnuuunimi• ' , , � mm�w:• :� mm�mmimimm�w�nnnomu SolarCity SleekMountT"" - Comp SolarCity SleekMountlm - Comp - Installation Instructions The SolarCity SleekMount hardware solution • Utilizes Zep Solar hardware and UL 1703 listed is optimized to achieve superior strength and Zep CompatibleTM modules ,- 4 Drill Pilot Hole of Proper Diameter for aesthetics while minimizing roof disruption and • 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 Seal pilot hole with roofing sealant mounting clamps, combined with the addition Interlock and Ground Zep ETL listed to UL 1703 of array trim and a lower profile all contribute • as"Grounding and Bonding System" Insert Comp Mount flashing under upper to a more visually appealing system.SleekMount ` layer of shingle utilizes Zep Compatible TM modules with •Ground Zep UL and ETL listed to UL 467 as strengthened frames that attach directly to grounding device Place Comp Mount centered Zep Solar standoffs, effectively eliminating the upon flashing • Painted galvanized waterproof flashing \ need for rail and reducing the number of \\\ Install lag pursuant to NDS Section 11.1.3 standoffs required. In addition, composition •Anodized components for corrosion resistance with sealing washer. shingles are not required to be cut for this system, allowing for minimal roof disturbance. •Applicable for vent spanning functions Secure Leveling Foot to the Comp Mount using machine Screw Place module Components --------�—r�---- ,. ® 5/16" Machine Screw Leveling Foot ~J Lag Screw Comp Mount �1 Comp Mount Flashing • o 0 QGpMPAt, �p� ON SolarCityoiarCity U, ®� LISTED January 2013 ® January 2013 COMpP { t e� es«� 1� , N ®°� Canadian CS6P-235/240/245/250/255PX ge thrO�g� �ceak Electrical Data Black-framed STC CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Temperature Characteristics Nominal Maximum Power (Pmax) 235W 240W 245W 25OW 255W e • Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.0V 30.1V 30.2V Optimum Operating Current(Imp)j 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%/°C + Black-framed Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37.4V � • • - d 6 P Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature Module Efficiency 14.61% 1 14,92% 15.23% 15.54% 15.85% 45t2°C j Operating Temperature ' 1 Maximum System Voltage ao°C)/600 Performance at Low Irradiance Maximum Series Fuse Rating 1000V IEC /600V UL Industry leading performance at low irradiation 15A Application Classification environment,+95.5%module efficiency from an Next Generation Solar Module Power Tolerance ClassA irradiance of1000w/m'to200w/m' 0-+5w (AM 1.5,25°C) NewEdge,the next generation module designed for multiple Under Standard Test Conditions(STC)of Irradiance of 1000W/m',spectrum AM 1.5 and cell temperature of 25'C types of mounting systems,offers customers the added NOCT CS6P-235PXCS6P-240PXCS6P-245PXCS6P-250PXC56P-255PX Engineering Drawings value of minimal system costs,aesthetic seamless Nominal Maximum Power (Pmax) 170W I 114W 178W 1 181 IN 185W �.. appearance,auto groundingand theft resistance Optimum Operating Voltage(Vmp) 27.2V 27.3V 27.4V 27.5V 27 .5V � Optimum Operating Current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A iOpen Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34.4V The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.2gq incorporating the groundbreaking Zep compatible frame. Under Normal operating cell Temperature,Irradiance of goo w/m2,spectrum AM 1.s,ambient temperature 20 c, 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 Key Features silicon cells laminated with a white back sheet and framed Cell Arrangement Poly-crystalline 156 x 156mm,2 or 3 Busbars with black anodized aluminum.The black-framed CS6P-PX Dimensions so(s x 10) • Quick and easy do install - dramatically is the perfect choice for customers who are looking for a high weight 1638 x 982 x 40mm(64.5 x 38.7 x 1.571n) reduces installation time quality aesthetic module with lowest system cost. Front Cover 20.5kg(45.2 lbs)• Lower system costs - can cut rooftop Frame Material 3.2mm Tempered glass installation costs in half Best Quality J-BOX Anodized aluminium alloy Aesthetic seamless a 235 quality control points in module production Cable IP65,3 diodes • appearance - low profile • EL screening to eliminate product defects 4mm2(IEC)/12AWG(UL),1000mm � with auto leveling and alignment Connectors i Current binning to improve system performance Standard Packaging(Modules per Pallet) MC4 or MC4 Comparable • Built-in hyper-bonded grounding system - if it's • Accredited Salt mist resistant Module Pieces per container(40ft.Container) 24pcs mounted,it's grounded 672pcs(40'HQ) o Best Warranty Insurance I-V Curves (CS6P-255PX) • Theft resistant hardware d • 25 years worldwide coverage � v �' I j • 100%warranty term coverage ! a t • Ultra-low parts count - 3 parts for the mounting Providing third party bankruptcy rights j sectionA-A and grounding system i • Non-cancellable E 35.0 -- ----- -- Industry Industry first comprehensive warranty insurance by Immediate coverage +zg ° AM Best rated leading insurance companies in the Insured by 3 world top insurance companies ( world a Comprehensive Certificates 3 _ ;� i 011.7 • Industry leading plus only power tolerance:0-+5W p • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, ym� f Backward compatibility with all standard rooftop and j - ''''"' -e;r ! ground mounting systems p CEC Listed,CE and MCS ' ^ e -. t5 IS09001:2008:Quality Management System e . ISO/TS16949:2009:The automotive quality BVI Backed By Our New 10/25 Linear Power Warranty g Specificaliona Included in this datasheel are subject to change without prior notice. • management system Plus our added 25 year insurance coverage • ISO 14001:2004:Standards for Environmental About Canadian Solar ,00% management system 97% Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was Added Val QCO80000 HSPM:The Certification for 9°% u®From companies.warranty Hazardous Substances Regulations manufacturer of ingots, ells solar modules and November successfully cessflly listeCanadi NASDAQ ar Exchange mod(symbol: manufacturiin ng ao% has • OHSAS 18001:2007 International standards for solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. products of uncompromising y o% occupational health and safety g qualit to worldwide 5 10 customers. Canadian Solar's world class team of 15 20 25 • REACH Compliance professionals works closely with our customers to provide them with solutions for all their solar needs. • 10 year product warranty on materials and workmanship -- . •25 year linear power output warranty 0 aE /` =Sp s�E Fi�G � �' "' Ontario v �' r Tel:+1 519 837 •• www.canadiansolar.com EN-Rev 10.17 Copyrlahl 0 2012 Canadian Soler Inc. =ee soIar= SolarEdge Power Optimizer soIar Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer — P3BU P350 P400 (for 60-cell PV (for 72-cell PV (for 96•cell PV modules) _modules) _modules) Module Add-On For North America - . INPUT 300 .........400........... ....W...... 350 0 P350 / P400 Rated Input DC Powerl'I................................................ ....................................'60,... ................ 80 ........ Vdc ... P30 / Absolute Maximum In ut Volta a(Voc at lowest temperature) ... ........................... .......... .. g_qg 8-60 w MPPT Operatin Ran a "10" _. -- .-�_� _— ............g.....G.................................... ................................ ... t:� Maximum Short Grcuit Current(Isc) ., . Max' .. ...12.5 .. ..... .... Adc Maximum DG Input Current """' 99.5 ° ...................... ' .. , ,s y Maximum EffiaencY .. .... .... .... ......... I q s Weighted Efficiency -� — . — 9..8 _- �' • •7A' , Overvoltage Category � - OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INS ERTER) Adc k` Maximum Output Current """ Vdc 60 _ Maximum Output Voltage - '� •'� OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF)T — 1 Vdc Safety Output Voltage per Power Optimizer _ - - -- — STANDARD COMPLIANCE Ij FCC Part15 Class B,IEG61000 6-2,IEC61000 6-3 ................ ........... �,• -• n�,,� `� EMC.......... ....... ...... ............. � "'"' """""''�•����IEC62109-1(loss 11 safetyl,.UL1741... , 'IMr� Safety ..... _. ...._... ..... ....... Yes ' ROHS INSTALLATION SPECIFICATIONS 1000 ( .. .......................Vdc..... Maximum Allowed System Voltage mm/in ............... 7T2 ..... • 141x.......... .x834x1.59 .. .................. ............. .............. .............950/2 1weight(includin cables .................... enol.. Yco ...g.. ...)................. .... D MC4,,/.Amph „............. .�........ ..........."''•"""'"''' ....,....Double Insulated;Amphenol....... � �� ............... ......... 1.2/3.9 ... . .0.95/3.0,..,•. "" """"' .......................... ................... -40-+85/'40;+185................... ..... ........... O gratin Tem erature Ran e ...P.......g.....p..............g..........................................................................IP65/NEMA4 Protection Rating .......................................... % ................................................................................................................0-100 _ Relative Humidity ......................................................................................... 1')Rated STC power&the module.Module pt up5%power tolerance allowed. --- `—'— -r.__-- THREE PHASE THREE PHASE PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE 208V 480V INVERTER - 18 8 ...........50........................ Minirrlum Strin Len h(Power Optimizers) ...,...•..10 ................. ..g..... ................................................................ 25 25 ............. Maximum String Length(Power Optimizers) """'""' PV power optimization at the module-level .......................szgo.....................6000.......... 127so w Maximum Power Per String ..................... .............0 ........................................................... ........... Yes Up to 25%more energy Parallel Strings of Different Lengths or Orientations ...................................................................................... Superior efficiency(99.5%) ......................................... Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Flexible system design for maximum space utilization Fast installation with a single bolt Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety '. USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us I f { I - `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 V cp VOLTAGE AT MAX VOLTAGE AT OPENPCOIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET i PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTESPV5 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH { Ben L,iuTHE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. s ,� r MODULE GROUNDING METHOD: AHJ: Lawrence REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) 0 f iM J B-018116 6 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: \` CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: B L U M K I N, EUGENE G E N E CONTAINED SHALL NOT E USED FOR THE BLUMKIN RESIDENCE Raymond Planus �.,,So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ����a NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 47 EMPIRE DR. LOT #24 6.885 KW PV ARRAY PART IZ OTHERS OUTSIDE THE RECIPIENTIS MODULES NORTH ANDOVER MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH r ME SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. 61 7 590-5680 PV 1 10 14 2014 T. (650) 636-1028 F: (650)638-109 SOLAREDGE SE5000A—USOOOSNR2 COVER SHEET / / (868)-SOL-CITY(765-2489) www.solarcit.corn Ben Liu PITCH: 40 ARRAY PITCH:40 re- o MP1 AZIMUTH:259 ARRAY AZIMUTH: 259 L34m'- MATERIAL: Comp Shingle STORY: 2 StorieE PITCH: 40 ARRAY PITCH:40 MP2 AZIMUTH: 169 ARRAY AZIMUTH: 169 MATERIAL: Comp Shingle STORY: 1 Story AC Inv AC EE M \� D DC Pit 1 LEGEND A 3 Q (E) UTILITY METER & WARNING LABEL O ln� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS LV © AC DISCONNECT & WARNING LABELS - o M P I Ar401�Ew D. �G wl+Ire DC JUNCTION/COMBINER BOX & LABELS B STRUc:fllfilL � No.47319 J O DISTRIBUTION PANEL & LABELS Fs NAL _ Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER STAMPED & SIGNED � STANDOFF LOCATIONS FOR STRUCTURAL ONLY CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR Digitally signed by Andrew White GATE/FENCE Date: 2014.10.15 15:53:04-04'00' 0 HEAT PRODUCING VENTS ARE RED r,_-i INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 1/8" = 1' W E 0 1' 8' 16' S PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: JB-01 8116 6 00 CONTAINED SHALL NOT BE USED FOR THE BLUMKIN, EUGENE BLUMKIN RESIDENCE Raymond Planas ':, So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: " NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 47 EMPIRE DR. LOT #24 6.885 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES MA 01845 ORGANIZATION, EXCEPT IN CONNECTION HATH NORTH ANDOVER, 24 St. Martin Drive, Building 2, Unit 11 TJ-1E SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR # CS6P-255PX SHEET: REV: DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T. (650) 638-1028 R (650)638-1029 PERMISSIONIJF SOLARCITY INC. SOLAREDGE SE5000A-USOOOSNR2 (617) 590-5680 SITE PLAN PV 2 10/14/2014 (888)-SOL-CITY(765-2489) wmsolorcity.c< Ben Li u 5. ,�' E1,hN'UFZIrW U- �G ti WI KITE Na_47 r f F S1 NAL S1 STAMPED & SIGNED FOR STRUCTURAL ONLY 11'-5" 12'-2- (E) LBW (E) LBW SIDE VIEW OF MP1 NTS SIDE VIEW OF MP2 NTS A B MP1 X-SPACING�X-CANTILEVER Y SPACING Y CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 4" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 64" 20" PORTRAIT 64" 20" ROOF AZI 259 PITCH 40 RAFTER 2X10 @ 16"OC ROOF AZI 169 PITCH 40 STORIES: 1 RAFTER 2X10 @ 16"OC ARRAY AZI 259 PITCH 40 STORIES: 2 ARRAY AZI 169 PITCH 40 C.I. 2x10 @16"OC Comp Shingle C.J. 2X12 @16"OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT HOLE. ZEP ARRAY SKIRT (6) SEAL (4) LE WITH (2) POLYURETOANEOSEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. 1 (E) ROOF DECKING u (2) u (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. ' STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES 6) INSTALL LEVELING FOOT WITH WITH SEALING WASHER ( BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF siScale: 1 1/2" = 1' PREMISE OWNER: DESCRIPTION: 7SREV.- CONFIDENTIAL — THE INFORMATION HEREIN IDB NUMBER: g-0181166 00 BLUMKIN, EUGENE BLUMKIN RESIDENCE `\j�solarCity. CONTAINED SHALL NOT FO USED FOR THE Raymond �. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 47 EMPIRE DR. LOT #24 6.885 KW PV ARRAY NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: NORTH ANDOVER, MA 01845 24 St. Martin Drive, Building 2, Unit 11 ORGANIZATION, EXCEPT IN CONNECTION WITH TE: Marlborough, MA 01752 THE SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR # CS6P-255PX PAGE NAME T: (650)638-1028 F: (650)638-1029 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: (617) 590-5680 STRUCTURAL VIEWS 0/14/2014 (BBB)-SOL-CITY(765-2489) www.solarcity.com PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 UPLIFT CALCULATIONS Be*L SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: g_018116 6 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT E USED FOR THE BLUMKIN, EUGENE BLUMKIN RESIDENCE Raymond Pianos �N, • BENEFIT OF ANYONE EXCEPT IN WHOLE INC., MOUNTING SYSTEM: 47 EMPIRE DR. LOT 24 SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C # 6.885 KW PV ARRAY �I�� • PART IZ OTHERS WTSIDE THE RECIPIENT'S NORTH ANDOVER, MA 01845 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive, Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. 61 7 590-5680 PV 4 10/14/20114 T: (650)638-1028 F. (650) 638-1029 SOLAREDGE SE5000A—USOOOSNR2 UPLIFT CALCULATIONS (888)—SOL—CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BAND (N) #8 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE SE5000A-USOOOSNR� (� ) # GEN 168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44842592 LABEL: A - 7 CANADIAN SOLAR CS6P-255PX # Inverter; 501m, 240V, 97.5% w Unifed Disco and ZB,RGM,AFCI PV Module; 255 234.3W PTCBlack Frame, MC4, ZEP Enabled ELEC 1136 MR , Underground Service Entrance INV 2 Ben Liu INV 3 Voc: 37,4 Vpmax: 30.2 "r" CD E 200A MAIN SERVICE PANEL Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E� 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER CUTLER-HAMMER Inverter 1 20OA/2P Disconnect Disconnect 4 SOLAREDGE (E) LOADS C C SE5000A-USOOOSNR2 SQUARED SolarCity zaov L' RoofTop Disconnect 1 2 - - - �- L2 DC+ yl 30A/2P " B 3 A DG MP1,MP2: 1x16 m A I -+- GND - ---- GND -------- ------ - GEC/ ---lN DG DC+ MP1,MP2: 1x11 GND EGC - -------------- -- -------- -- '---- ---EGC -- ---------- -- � " ~ o EGGGEC_ z � � I I I I I I _ GEC_r- 1 TO 120/240V SINGLE PHASE I I UTILITY SERVICE I I I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP (1)MURRAY # MP 2 0 PV BACKFEED BREAKER (2)CUTLER-HAMMER # DG221URB A ( )SolarCity#4 STRING JUNCTION BOX D� P I Breaker; 30AYP, 2 Spaces A 6 (1)SQUARE D # 603, 6 B 1 2x2 STRINGS,P Disconnect; 303, 240Vac, Non-Fusible, NEMA 3R /y Disconnect; 603, 600V, NEMA 3R GS, UNFUSED, GROUNDED -(2)Ground Rod; 5/8" x 8', Copper -(2)CUTLER-{iAMMER !I DG030NB Ground eutral K'it; 30A, General Duty(DG) PV (27)SOLAREDGE #P300-2NA4AZS PowerBox Optimizer, 30OW, H4, DC to DC, ZEP nd (1)AWG #6, Solid Bare Copper -(1)Ground Rod; 5/8" x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG #10, THWN-2, Black 1 AWG #8, THWN-2, Black Voc* =500 VDC Isc =30 ADC (2)AWG #10, PV ORE, Black Voc* =500 VDC Isc =15 ADC cn (1)AWG 10, THWN-2, Red ( ) #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.51 ADC 4 # O IQl-(1)AWG #s, THwN-2, Red Vmp =350 VDC Imp=19.42 ADC O 1 AWG (1)AWG #10, THWN-2, White NEUTRAL Vmp =24p VAC Imp=20.83 AAC I1.•.-LL(1)AWG #10, THWN-2,.Green EGC. . . (1)Conduit,Kit; 3/4" EMT 1 AWG . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .* ._ . . . . . CI . . . ._. . . . . . . . #S,,THWN-2,.Green EGC/GEC,-(1)Conduit.Kit;,3/4'.E. . . . . . . . (2)AWG #10, PVWIRE, Black Voc 500 VDC Isc 15 ADC OL1 (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=7.91 ADC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: JB-01 8116 6 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT E USED FOR THE BLUMKIN, EUGENE BLUMKIN RESIDENCE Raymond Planas „��k�..S��a�C�t BENEFIT OF ANYONE EXCEPT SOIARCITY INC., MOUNTING SYSTEM: ..1„ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 47 EMPIRE DR. LOT #24 6.885 KW PV ARRAY I�� y PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: NORTH ANDOVER, MA 01845 THE SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE Marlborough, MA 01752 PERMISSION OF soIARCITY INC. SOLAREDGE SE5000A-USOOOSNR2 (617) 590-5680 PV 5 10/14/2014 T: (650)638-1028 F: (650)638-1029 THREE LINE DIAGRAM (BBB)-SOL-CITY(765-2489) www.solarcity.com CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 47 Empire Dr. Lot #24 I I 1 I I I DC I I I I DISCONNECT -- AC DISCONNECT INVERTER AND ---------- DC DISCONNECT I I I I I I ACL----------------- DISCONNECT UTILITY — r--- ------------------- — SERVICE 1 SOLAR PHOTOVOLTAIC ARRAYS) L--------------------------J PHOTOVOLTAIC BACK—FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V DESCRIPTION: DESIGN: CONFIDENTIAL — THE JB-01 8116 6 00 PREMISE OWNER: DESCRIPTION: CONTAINED SHALL NOT BEUSEDFOR TIE NUMBER: BLUMKIN, EUGENE BLUMKIN RESIDENCE Raymond Planus S��a�C■�t� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 47 EMPIRE DR. LOT #24 6.885 KW PV ARRAY 0�, PARTNOR SHALL IT BE DISCLOSED INTO OTHERS OUTSIDE THE RECIPIENTS HOLE R IN Comp Mount Type c NORTH ANDOVER, MA 01845 24 St. Martin Drive, Building 2, Unit 11 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES 01752 THE SALE AND USE OF THE RESPECTIVE (27) CANADIAN SOLAR # CS6P-255PX SHEET: REV: DATE Marlborough,MA PAGE NAME SOLARCITY EQUIPMENT, WITHOUT THE WTEN T. (650)638-1028 F: (6550)0) 638-1029 RIT PERMISSION of SOLARCITY INC. INVERTER: PV 6 10/14/2014 (8e8)-SOL-CITY(�s5-24as) www.ealareitr.e SOLAREDGE SE5000A—USOOOSNR2 (617) 590-5680 SITE PLAN PLACARD 0110 111 1 Label Label Location: Label Location: WARNING;PHOTOVOLTAIC : WARNING • WARNING ' Per Code: Per Code: Per Code: NEC 690.31.G.3ELECTRIC SHOCK HAZARDNEC . ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS NEC 690.35(F) THE DC CONDUCTORS OF THIS Label • •n: TO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED ANDINVERTERIS - Code: d- IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED NEC DISCONNECT .•0 Location: Label Location: Label_ WARNING '_•Code: MAXIMUM POWER- A INVERTER OUTPUT POINT CURRENT(Imp) Code: 690.64.B.7 MAXIMUM POWER VNEC 690.53 DO NOT RELOCATE POINT VOLTAGE(Vmp)_ MAXIMUM SYSTEM THIS OVERCURRENT VOLTAGE (Voc)-v DEVICE SHORT-CIRCUIT A CURRENT(Isc) Label • • PHOTOVOLTAIC POINT OF '• Label Location: INTERCONNECTION _ Code: WARNING: ELECTRIC SHOCK NEC •• 690.54 Per WARNING HAZARD. DO NOT TOUCH Code: TERMINALS.TERMINALS ON ELECTRICAL SHOCK HAZARD 690.17(4) BOTH THE LINE AND LOAD SIDE DO NOT TOUCH TERMINALSMAY BE ENERGIZED IN THE OPEN TERMINALS ON BOTH LINE AND POSITION. FOR SERVICE LOAD SIDES MAY BE ENERGIZED DE-ENERGIZE BOTH SOURCE IN THE OPEN POSITION AND MAIN BREAKER. DC VOLTAGE IS PV POWER SOURCE ALWAYS PRESENT WHEN MAXIMUM AC SOLAR MODULES ARE OPERATING CURRENT A EXPOSED TO SUNLIGHT MAXIMUM AC OPERATING VOLTAGE V Label • • WARNING - •- Location: Per ELECTRIC SHOCK HAZARD 690.5(C) CAUTIO ' _Code: IF A GROUND FAULT IS INDICATEDPHOTOVOLTAIC SYSTEM NORMALLY GROUNDED CIRCUIT IS BACKFED 690.64.13.4 CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED Label • • Label Location: CAUTION '• PHOTOVOLTAIC AC (AC) (POI) Per Code: Disconnect DISCONNECTPer Code: NEC�, PHOTOVOLTAOIC SYSTEM 690.64.13.4 Conduit Combiner•NEC :• Label (D): Distribution Panel (DC): DC Disconnect Interior - Integrated(INV): Inverter With MAXIMUM AC AP• Load Disconnect•a• Center OPERATING CURRENT APer Code: MAXIMUM AC • , OPERATING VOLTAGE V (M): Utility Meter '• Point of - • • •inn unnm•■•u n• n•on[ •unuu ' LabelSC ' ununnnnur•m••unnnuunuuuu•u n ' ' 1111111111:• �� unmummmuuuwn umomn SolarCity SleekMountT"" - Comp SolarCity SleekMountT"" - Comp The SolarCity SleekMount hardware solution • Utilizes Zep Solar hardware and UL 1703 listed r "d; Installation Instructions is optimized to achieve superior strength and Zep Compatible TM modules � aesthetics while minimizing roof disruption and � Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and • Interlock and grounding devices in system UL Fastener Size Per NDS Section 1.1.3.2 listed to UL 2703 mounting clamps, combined with the addition / Seal pilot hole with roofing sealant of array trim and a lower profile all contribute • Interlock and Ground Zep ETL listed to UL 1703 to a more visually appealing system.SleekMount as"Grounding and Bonding System" Insert Comp Mount flashing under upper utilizes Zep Compatible TM modules with •Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device Place Comp Mount centered Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of • Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition \ 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 QPlace module ComponentsAsk _ 5/16"Machine Screw Leveling Foot Lag Screw Comp Mount Comp Mount Flashing 0 `0►dd� �pMP�T� `e►d�� '' a LISTED ov '�i SolarCity® January 2013 SOW OT u �,/,Solar�ity® January 2013 MP c e0Edgeessg^ ®p�� CS6P-235/240/245/250/255PX Neakih�0%g _r CanadianSolar Electrical Data Black-framed STC CS6P-235P CS6P-240P CS6P-245P CS6P-250PXCS6P-255PX Temperature Characteristics Nominal Maximum Power (Pmax) 235W 240W 245W 250W 255W _ wEdge Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.111 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%/°C Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37AV Isc 0.065%/°C Black-framed Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45±2°C Module Efficiency 14.61% 14.92% 1 15.23% 15.54% 15.85% Operating Temperature -40°C-+65°C Performance at Low Irradiance 235/240/245/250/255PX Maximum System Voltage 100011 IEC /60011 UL Industryleading g performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification Class A irradiance of 1000W/m2 to 200w/m> Next Generation Solar Module Power Tolerance 0—+5W (AM 1.5,25•C) Under Standard Test Conditions(STC)of irradiance of 1000W/m2,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 181 W 185W value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 27.4V 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 34.411 The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Isc) 6.86A I 6.96A 7.08A 7.19A 7.29A Incorporating the groundbreaking Zep compatible frame. Under Normal Operating Cell Temperature,Irracilance of 000 W/m',spectrum AM 1.5,ambient temperature 20'C, 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 Best Quality J-Box IP65,3diodes ffiLd installation costs in half • 235 quality control points in module production Cable 4mm2(lEC)/12AWG(UL),1000m Connectors Aesthetic seamless appearance - low rofile MC4 or MC4 Comparable • pp p EL screening to eliminate product defects with auto leveling and alignment • Current binning to improve system performance Standard Packaging(Modules per Pallet) 24pcs • Accredited Salt mist resistant Module Pieces per container(40 ft.Container) 672pcs(40'HQ) • Built-in hyper-bonded grounding system - if it's I-V CurvesCS6P-255PX mounted,it's grounded Best Warranty Insurance j • Theft resistant hardware • 25 years worldwide coverage . . , • 100%warranty term coverage I = ± Section A-A • Ultra-low parts count - 3 parts for the mounting Providing third party bankruptcy rights 35 0 j and grounding system Non-cancellable • Immediate coverage t j Industry first comprehensive warranty insurance by I j world M Best rated leading insurance companies in the Insured by 3 world top insurance companies S Comprehensive Certificates • Industry leading plus only power tolerance:0_+5W • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, , "' ;—e" 15 • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS a - _ _ _ _ • t926 ground mounting systems • IS09001:2008:Quality Management System • •" °"'" . ISO/TS 16949:2009: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 10management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was s70% gdded QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in Value manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing so% From Warranty Hazardous Substances Regulations solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide eo% occupational health and safety customers. Canadian Solar's world class team of of 5 10 15 20 25 • REACH Compliance professionals works closely with our customers to provide them with solutions for all their solar needs. Onta rio N 1 K 1 E61 C an ada • 10 • year product warranty on materials and workmanship O�R ''oma;CR=C EC �/ rv^cQ'„...�E'w.'. •• 25 year linear power output warranty • inqLiirewww.canadiansolar.com • ” EN-Rev 10.17 copyright*2012 Canadian Solar Inc. • solar - SolarEdge Power Optimizer solar Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer P300 P350TP400Module Add-On For North America (for 60 cell PV (for 72-cell PV96-CeII Pmodules) modules) odules) P300 / P350 / • INPUT P400 Rated Input DC Powers'1................................................ ..........300.......................350......................400...............W...... T _ Absolute Maximum Input Voltage(Voc at lowest temperature) 48 ....... ... .......60 .. 80 Vdc - MPPT Operafing Range - - - Maximum Short Circuit Current(Isc) 8 48 8 60 8 80 Vdc ........ ........ ......... ......... .... .... . ......... ........ 10 Adc - • Maximum DC Input Current 12.5 Adc Maximum Effiaency .................................. ...................................I.................................99:5........... ........... ..........�°...... Weighted Efficiency ................... ........_ .......... ........98:8...... ... ....%..... Ove_rvoltage Category II _ OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _ Maximum Out u.t Current 15 Adc _ Maximum Out ut Voltage 60 Vdc • _OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer r _ _ 1 W V& STANDARD COMPLIANCE I EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 ................ .......... ...... ............... ... .. .... ........ Safety IEC62309-1(class II safety),UL1741 ..... ............................. ........ .. ........... .............. Yes ..... ... ... _._..... .. ROHS INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage ..............Ii ............ loco........................................... vdc..... Dimensions(WxLx H) 141x212x40.5/S.SSx8.34x1,59 mm/in .... ..................... ...... ............................................. Weight'including cables)............... .. _..,..950./.2,1..,,. .._.... Br/Ib .... ... ...............I........ ................ .. ......... Input Connector. .................................................. MC4/Amphenol/Tyco......................... ........ Output Wire Type/Connector Double Insulated;Amphenol Output Wire Length 0.95/3.0 I 1.2/3.9 m/ft ... .................................................................................................................................. . ....... ....................... Operating Temperature Range........................................ .........I...................40-+85/.-40-+185 Protection Rating !P65/NEMA4 Relative HumiditY............................................................................................0-100 �...... Its Rated STC power of 1M1e module..p Iew.0to s..—.1—n—1—d. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER 208V 480V PV power optimization at the module-level Minimum stringLength(Power...Optimizers) s l0 1a ....................................................... Maximum String Length(Power Optimizers) 25 25 50 — Up to 25%more energy Maximum Power per String........................................... . ........................................ ......................... 5250....................6000....................12750........... W .............................................................................................. ............ Superior efficiency(99.5%) Parallel Strings of Different Lengths or Orientations ....e5.............................. .... ... ......... .............................. — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization - Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us The Commonwealth of Massachusetts 0wi Department of IndustrialAccidents Ogee of Investigations I Congress Street,Suite 100 Boston,MA 02114-2017 www.massgov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Alnnlicant Information Please Print Legibly Name(Business/Organization/Individual): SOLARCITY CORP Address:3055 CLEARVIEW WAY City/State/Zip:SAN MATEO, CA 94402 Phone#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 5000 4. ❑ I am a general contractor and 1 6 ❑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. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.t 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions required.] 3.El 1 required.) a homeowner doing all work officers have exercised their i l.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152,§1(4),and we have no SOLAR/PV employees. [No workers' 13.X Other comp. insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam ars employer Kral is providing workers'compensation insurance for my employees. Below is fire policy and job she Information. Insurance Company Name:LIBERTY MUTUAL INSURANCE COMPANY Policy#or Self-ins. Lic. #:WA7-66D-066265-024 Expiration Date:09/01/2015 Job Site Address: �-7 E 8*re_1'i`e- D _ City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required*under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do/hereby certify under Nie pains and penalties of perjrery that tthe in formation provided above Is true and correct. Ag�e 4 Signal LML_,A� Phone#• Of)7clal use only. Do not write In this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.Chy/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: AC40 CERTIFICATE OF LIABILITY INSURANCE 0 �� 08J29�4D THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAME: MARSH RISK&INSURANCE SERVICES PHONE Fax 345 CALIFORNIA STREET,SUITE 1300 per: (A1C,No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDR 6; INSURERIS)AFFORDING COVERAGE NAIC N 998301-STND-GAWUE-14-15 LINSURER A:Lb"Mutual Fire Insurance Company 16586 INSURED(650) 5100 ER B:Liberty Insurance Corporation 42404 Sola-City Corporation ER C:NIA - WA 3055 Clealvie I Way ER D: San Mateo,CA 94402 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: SEA-00244026902 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 I TYPE OF INSURANCE ADDL U POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMIDD MMIDD A GENERAL LIABILITY T82-661-066265.014 0910112014 0910112015 EACH OCCURRENCE S 1,0D0,000 X DAMA i TOO NTEO 100,000 COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence $ _ CLAIMS-MADE OCCUR MED FRCP(Any one person) $ 10'000 _ PERSONAL&ADV INJURY $ _ 1'000+0w _ GENERAL AGGREGATE $ 2.000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMP/OP AGG $ 2,000,000 X POLICY X -- PRO- LOC Deductible S 25,000 A AUTOMOBILE LIABILITY AS2.661-066265.044 09101/2014 0910112015 COMBINED SINGLE LIMIT 1 gocident) -- X ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS XX NON-OWNED, PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per "t) X Phys.Damage I COMPICOLLDED: $ $1,0001$1,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE _ $ DED RETENTIONS B WORKERS COMPENSATION WA7-66D-066265-024 09!0112014 09/0112015 X I wcSTATU- I OTH- ANDND EMPLOYERS'LIABILITY DRY LIMITS I B ANY PROPRIETORIPARTNERIEXECUTIVE YIN WC7-661-066265-034(WI) 09012014 09/0112015 1,000,000 OFFICERIMEMBER EXCLUDED? � NIA E L EACH ACCIDENT $ ___ B (Mandatory In NH) 'WC DEDUCTIBLE:$350,000' E L.DISEASE-EA EMPLOYEE $ 1'0w'� n 1,000,000 DECRIPTcIONOFOPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&insurance Services Charles Marmolejo ®1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD fif' F `_ Office of Consumer Affairs/and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/8/2015 CRAIG ELLS -- - ---- ---.. 24 ST. MARTIN STREET BLD 2 UNIT 11 - - -- --- -- ----- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA I G 20MA 05,1 t E] Address 0 Renewal n Employment n Lost Card Office of Consumer Affairs&Business Regulation License or registration valid for individul use only MIOME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: t ' Registration: 168572 T l Office of Consumer Affairs and Business Regulation j yp 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement :ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UNtls.�.-- ____ WALBOROUGH,MA 01752 Undersecretary Not v lid without signature Massachusetts •Department of P.,ojlc Safety Board of Building Regulations and Stanuaros . corse CS-107663 CRAIG ELLS 206 BAKER STREET Keene NH 03431 I I AIg11145(i11N1 08/29/2017 0 e `t t�>il��rf�>ltuec��t 'C1Wftrjj1tC1( effj Office of Consumer Affairs Ld Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2015 ASTRID BLANCO -- 24 ST. MARTIN STREET BLD 2 UNIT 11 — MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA 1 e M-05111 'E] Address ❑ Renewal n Employment ❑ Lost Card t��� �rururr.nrrrrr�/f r�Cllr.;,rr��rr�r•/L; }"" flice 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 M Registration: 168572 Type: 10 Park Plaza-Suite 5170 - ' Expiration: 3/8/2015 Supplement Card pp Boston,MA 02116 SOLAR CITY CORPORATION ASTRID BLANCO 24 ST MARTIN STREET BLD ZUNI TA01-BOROUGH,MA 01752 Undersecretary Not valid without signature DocuSign Envelope ID:8652408C-6F7F-48EC-8252-98B8FDB64AE3 'V WW1, s AolarCity Power Purchase Agreement 0 Here are the key terms of your SolarCity Power Purchase Agreement Date: 10/7/2014 O 120000 20years System installation cost Electricity rate per kWh Agreement term Our Promises to You • We insure, maintain,and repair the System(including the inverter)at no additional cost to you,as specified in the agreement. • We provide 24/7 web-enabled monitoring at no additional cost to you,as specified in the agreement. • We warranty your roof against leaks and restore your roof at the end of the agreement,as specified in the agreement. • The rate you pay for electricity, exclusive of taxes,will never increase by more than 2.90%per year. • The pricing in this PPA is valid for 30 days after 10/7/2014. • We are confident that we deliver excellent value and customer service. As a result, you are free to cancel anytime at no charge prior to construction on your home. Estimated First Year Production 6,802 kWh Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Galina Medeiros Eugene Blumkin 47 Empire Dr. Lot#24 47 Empire Dr. Lot#24 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 1 888.765.2489 1 SOLARCITY.COM MA HIC 168572/EL-1136MR Document Generated on 10/7/2014 0 0 318055 D DocuSign Envelope ID:8652408C-6F7F-48EC-B252-98B8FDB64AE3 22. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Galina Medeiros EXPLANATION OF THIS RIGHT. Dowslgma by: 23. ADDITIONAL RIGHTS TO CANCEL. Signature: Gdl�dlA�A. Nl.t,�,ns IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL BA7837M4AM44E_._ THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 10/7/2014 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24. Pricing The pricing in this PPA is valid for 30 days after 10/7/2014. If you Customer's Name: Eugene Blumkin don't sign this PPA and return it to us on or prior to 30 days after DmuSig"oa by: 10/7/2014,SolarCity reserves the right to reject this PPA unless Signature: you agree to our then current pricing. 7e71s,2sEFaaaac... Date: 10/7/2014 © WSolarCity. D Power Purchase Agreement SOLARCITY APPROVED Signature: LYNDON RIVE, CEO (PPA) Power Purchase Agreement 11W MIN Date: 10/7/2014 Solar Power Purchase Agreement version 8.1.1 318055 { D. 'g Version#39.1 L6.1 - olarcit zw 41"A1,Is 3055 Ciearview Way, San Mateo, CA 94402 f4 ANDREWy (888)-SOL-CITY (765-2489) 1 www.solarcity.com cn t WHIT rni October 15, 2014 STRUCTURAL Na.17310 Project/Job #01811661 RE: CERTIFICATION LETTERsAl Project: Blumkin Residence 47 Empire Dr. Lot#24 North Andover, MA 01845 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 90 mph, Exposure Category C -Ground Snow Load = 50 psf - MPI: Roof DL= 8.5 psf, Roof LL/SL= 35.5 psf(Non-PV Areas), Roof LL/SL= 19.5 psf{PV Areas) - MP2: Roof DL= 13 psf, Roof LL/SL = 35.5 psf(Non-PV Areas), Roof LL/SL = 19.5 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, Digitally signed by Andrew Andrew White, P.E. White - Structural Engineer Date: 2014.10.15 15:55:09-04'00' Main: 888.765.2489,x2377 email: awhite@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA 0518 858104.CO EC 8041.CT H.0 OG32178.DC HC 71101488,DC I4IS 71101488.Hi GT 197771] »N n;C 11:'572.MD MH1C 128948,NJ 13VH08180600, OR COB 180498,PA 077343,TX MLR 27008,WA GCL-SOLARC•9t907.*2011;A ,i1C".,A—Jhln W.'V6d. 10.15!2014 tTM Version#39.1 o�`4p SleekMount PV System 'IvSoiarCit . - y Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Blumkin Residence AHJ: Lawrence Job Number: 0181166 Building Code: MA Res.Code,8th Edition Customer Name: Blumkin, Eugene Based On: IRC 2009/IBC 2009 Address: 47 Empire Dr. Lot#24 ASCE Code: ASCE 7-05 City/State: North Andover, MA Risk Category: II Zip Code 01845 Upgrades Req'd? No Latitude/ Longitude: 42.685071 -71.107100 Stamp Req'd? Yes SC Office: Wilmington PV Designer: Raymond Planas Calculations:I Corvell Sparks EOR: Andrew White P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category(SDC) = C < D 1/2-MILE VICINITY MAP 47 Empire Dr. Lot#24, North Andover, MA 01845 Latitude:42.685071,Longitude: -71.1071,Exposure Category:C { LOAD ITEMIZATION - MPi 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 MPl Roofing Type - - - - -- - Comp Roof ( 1 Layers) 2.5 psf Re-Roof to 1 Layer of Comp? No Underlayment _ _ _ Roofing Paper _� 0.5 psf _ Plywood Sheathing - Yes - 1.5.psf —- -- - - - P Board Sheathing None Rafter Size and Spacing -, _ 2 x 10 @ 16 in. 0_.C. 2_.9 psf Vaulted_Ceiling _ No Miscellaneous Miscellaneous Items To1.1 sf - tal Roof Dead Load 8.5 sf(MPI) 8.5 sf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load T— L. _ 20.0 psf Table 4-1 Member Tributary_Area At < 200 sf Roof Slope_—_ 10/12 Tributary_Area Reduction, _ _ Rl 1 Section 4.9 Sloped Roof Reduction Rz 0.7 Section 4.9_ Reduced Roof Live Load Lr Lr= Lo(RI) (R2) - — -- 'T E uation 4-2 - Reduced Roof Live Load Lr 14 psf(MPI) 14.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 .,50.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 400 Horiz. Distance from Eve to Ridge_ W _ _ _ 15.8 ft Snow Importance Factor _ IS 1.0 Table 1.5-2- Snow Exposure Factor r Ce Partially Exposed - Table 7-2 1.0 Snow Thermal Factor Ct Structures kept just above freezing ,— Table 7-3 Minimum Flat Roof Snow Load (w/ Rain-on-Snow-Surcharge) _ Pf-min 38.5 psf 7.3.4&7.10 Flat Roof Snow Load Pf pf= 0.7(Ce) (Ct) (I) pg; pf? pf-min Eq: 7.3-1 38.5 psf 77% ASCE Desi n Slo ed Roof Snow Load Over Surroundinq Roof Surface Condition of Surrounding All Other Surfaces Roof CS-roof 0.9 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 Surroundin Roof Ps-roof 35.5 psf 71% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 0.5 Design Snow Load Over PV ps_ _ (Cs- y)Pf ASCE Eq: 7.4-1 Modules Ps p° 19.3 psf 39% COMPANY PROJECT , Woodworks® S"MAHPM WOOD DfV" Oct. 15, 2014 00:09 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 8.50 (16.0) * psf PV LOAD Dead Full Area No 3 .00 (16.0) * psf SNOW LOAD Snow Full Area Yes 35.50 (16.0) * sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 17'-4.5„ 0' 1'-2" 12'-7" Unfactored: Dead 138 117 Snow 327 282 Factored: Total 465 400 Bearing: F'theta 589 589 Capacity Joist 3422 3091 Supports 2789 2789 Anal/Des Joist 0.14 0.13 Support 0.17 0.14 Load comb #2 #4 Length 3 .50 3 .50 Min req'd 0.58** 0.50** Cb 1.11 1.00 Cb min 1.64 1.00 Cb support 1.25 1.25 Fcp sup 4251 1 425 "Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber n-ply, S-P-F, NoA/No.2, 2x10, 1-ply (1-1/2"x9-1/4") Supports: All - Lumber Stud Wall, S-P-F Stud Roof joist spaced at 16.0" c/c; Total length: 17'-4.5"; Pitch: 10/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); D 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 = 28 Fv' = 155 fv/Fv' = 0.18 Bending(+) fb = 607 Fb' = 1273 fb/Fb' = 0.48 Bending(-) fb = 26 Fb' = 506 fb/Fb' = 0.05 Live Defl'n 0.22 = L/815 •0.99 = L/180 0.22 Total Defl'n 1 0.31 = L/576 1.49 = L/120 0.21 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 0.398 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 42 = D+S, V = 298, V design = 262 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 1082 lbs-ft Bending(-) : LC #2 = D+S, M = 46 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/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. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. CALCULATION OF DESIGN WIND LOADS - MPI Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Corng Mount Ty e C Roof Slope 400 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA IStandinci Seam Spacing SM Seam Only NA Wind Desian Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6 116/C/D 14A/B Mean Roof Height I h 1 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure P p = qh (G ) Equation 6-22 Wind Pressure U -15.9 Psf Wind Pressure Down 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 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 -249 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity I DCR 1 49.8% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -311 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 62.3% 4 ` LOAD ITEMIZATION - MP2 PV System Load ,PV-Module Weight(psf) 2--5 psf Hardware Assembl Wei- —--ht 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 Roofing-Type _. _ Comp Roof ( 1 Layers)- 2.5 psf _ Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper _ LL_ 0 5 psf __ _ Plywood Sheathing __ - Yes _ _ 1.5 psf Board Sheathing—- None _ _ Rafter Size and Spacing _ 2x 10 @ 16 in.O.C. _ 2.9 psf Vaulted Ceiling _ - Yes _ 4.7 psf —_ _ - Miscellaneous Miscellaneous Items 0.9 psf Total Roof Dead Load 13 psf(MP2) 13.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L° 20.0 psf _ Table 4-1 Member Tributary Area _._ At < 200 sf Roof Slope — _ _ 10/12 Tributary Area Reduction — Ri 1 Section 4.9 Sloped Roof Reduction RZ 0.7 Section 4.9 Reduced Roof Live Load Lr L,= L.(RI) (R2) E uation 4-2 Reduced Roof Live Load Lr 14 psf(MP2) 14.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 50.0 psf ASCE Table 77-1 SnowLoad Reductions Allowed? Yes Effective Roof Slope - 400 Horiz.;Distance from Eve to Ridge -_ W -- _ _ 16.1 ft Snow Importance Factor_ IS 1.0 Table 1.5-2 _ Snow Exposure Factor _ Ce Partially Exposed Table 7-2 1.0 Snow Thermal Factor Ct Structures kept just above freezing Table 7-3 1.1 Minimum Flat Roof Snow Load (w/ Rain-on-Snow.Surcharge)_ _ pf-min - 38.5 psf _ 7.3.4&7.10 Flat Roof Snow Load pf pf= 0.7(Ce) (Ct) (I) pg; pf>: pf-min Eq: 7.3-1� 38.5 psf 77% ASCE Design Slo d Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof fOOf 0.9 Figure 7-2 Design Roof Snow Load Over Ps-wof= (CS_,,DOf)Pf ASCE Eq: 7.4-1 SurroundingRoof P5-root 35.5 Psf 71% ASCE Design Sloped Roof Snow Load Over PV Modules Slippery Surfaces Surface Condition of PV Modules CS_P, Unobstructed0 5 Figure 7-2 Design Snow Load Over PV Ps_ „ = (Cs- „)Pf ASCE Eq: 7.4-1 Modules Ps'Pr 19.3 Psf 39% .GRAVITY LOADING INCREASE CHECK (PV AREAS) Original Roof Loading (psf) Load Type Unit Load Projected Load Roof Dead Load 13.0 psf 10.0 psf Snow Load/ Roof Live Load 35.5 psf 20.8 psf Total Pre-PV Loading W(original) 30.8 psf Post-PV Loading (psf) Load Type Unit Load Projected Load Roof Dead Load 13.0 psf 10.0 psf PV Dead Load 3.0 psf 2.3 psf Snow Load/Roof Live Load 19.5 psf 11.4 psf Total Post-PV Loading W(PV) 23.7 psf Net Loading Change(psf) W(pv)-Wwigimi) -7.1 psf Post-PV Loading (psf) / Original Roof Loading (psf) Increase of DCR for Gravity -23.0% IBC Sect. Force ResistingElements S W(pV)�W(original) Gravity Load Decreased-> GOOD 3404.3 r COMPANY PROJECT WoodWorks� Oct. 15, 2014 15:43 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 13 .00 (16.0) * psf PV LOAD Dead Full Area No 3.00 (16.0) * psf SNOW LOAD Snow Full Area Yes 35.50 (16.0) * ,psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 18'-4.2" 0' 1'-2" 13'-4" Unfactored• Dead 202 174 Snow 345 300 Factored: Total 547 474 Bearing: F'theta 589 589 Capacity Joist 3422 3091 .Supports 2789 2789 Anal/Des Joist 0.16 0.15 Support 0.20 0.17 Load comb 42 #4 Length 3 .50 3.50 Min req'd 0.69** 0.59** Cb 1.11 1.00 Cb min 1.55 1.00 Cb support 1.25 1.25 Fcp sup 1 1 4251 1 425 "Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP2 Lumber n-ply, S-P-F, No.1/No.2, 2x10, 1-ply (1-1/2"x9-1/4") Supports: All - Lumber Stud Wall, S-P-F Stud Roof joist spaced at 16.0"c/c; Total length: 18'-4.2'; Pitch: 10/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); ❑ WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 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 = 34 Fv' = 155 fv/Fv' = 0.22 Bending(+) fb = 770 Fb' = 1273 fb/Fb' = 0.60 Bending(-) fb = 29 Fb' = 479 fb/Fb' = 0.06 Deflection: Interior Live 0.28 = L/673 1.06 = L/180 0.27 Total 0.45 = L/425 1.58 = L/120 0.28 Cantil. Live -0.09 = L/212 0.20 = L/90 0.42 Total -0.14 = L/134 0.30 = L/60 0.45 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 0.377 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 = 354, V design = 314 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 1372 lbs-ft Bending(-) : LC #2 = D+S, M = 51 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/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. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. v CA,_L�ULI�TION OF�DESI�N-WIND LOADS-_MP2�T _ Mounting Plane Information Roofing Material Comp Roof PV_System_Type- _ SolarCity SleekMountTM Spannin Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope_ . _.. .._-- -- - 400 Rafter Spacing_ _— 16"O.C. Framing Type Direction Y-Y Rafters Purlin_Spacing. X-X Purlins Only _ NA Tile Reveal _ Tile Roofs Only NA Tile-Attachment System Tile Roofs Only NA IStanding Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind lieiign Method _ Partially/Fully Enclosed Method Basic Wind Speed__ C V 90 mph Fig,6-1 Ex osure Cate9 ryo - P _ _ _ _ Section 6.5.6.3 Roof Style Gable Roof Fig.6 116/c/D 14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic'Facto- actor _ KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressureqh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) qn 15.0 sf 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 Pressurep Qn�G= ) Equation 6- 22 Wind Pressure U -14.2 psf Wind Pressure Down 13.1 psf ALLOWABLE STANDOFF-SPACINGS---- X-Direction PACINGSX-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 -221 lbs Uplift Capacity of Standoff- T-allow 500 lbs Standoff Demand Ca_aci DCR 44.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever. ___ Portrait 20" _ _NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area -_ _ _ Trib 21 sf PV Assemblv Dead Load W-PV 3 psfv Net Wind Uplift at Standoff- T-actual -277 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci DCR 55.3% -