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Building Permit #734-2016 - 11 DANA STREET 12/15/2015
,, + NORT►1 � 1 F q t�4ao ba {.p 11\\ 1 BUILDING PERMIT 3� 4�::,• 0 a.2lI / `N TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION '` - Permit NO: Date Received Date Issued: 1 9SSACHUS�t IMPORTANT: Applicant must complete all items on this page LOCATION M N•A ST Print PROPERTY OWNER_ -H JEA 1 K F.(2_ R D 1N ��/ Print MAP NO: 1;PARCEL:M5'�ZONING DISTRICT: Historic District yesno Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building 2 bne 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 lel ILVI J Identification Please Type or Print Clearly) OWNER: Name: IAEATEIE,L M 9-0 WE Phone: R7Z � 36 D103 Address: 11 CONTRACTOR Name: DAN W_6 9Tl4 Phone: 25�L IT-6 1-7 j Address: 45�_ PLf A19AN'T IJI • #,,F'L MA-1-DFN M-A CO-1 4S ! O Supervisor's Construction License: laLjq`16 Exp. Date: pglIS-/.wL6 da Home Improvement License: [bgisay Exp. Date: v3�o7/ 17 � ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$1200 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ ah . 3 I I . 4 D FEE: Check No.: 32al Receipt No.: NOTE: Persons contracting with unregistered contractors do not have accVt?the uaranty fun Signature of Agent%Owner Signature of contracto f.y BUILDING PERMIT NORTh1 OF,�zLeo /b gti� TOWN OF NORTH ANDOVER ya APPLICATION FOR PLAN EXAMINATION Y0 1� Permit No#: Date Received �RA�RATED �SSACHU`��( 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 Ei Septic [I Well ❑ Floodplain 0 Wetlands ❑ Watershed�Distnet Fi Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: Email: Address: Supervisor's Construction License: Exp. Date: I' Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT.•$92.00 PER$9000.00 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 ianature of�Aaent%Owoer . Signature of contractor -� 1 Location -� No. 1'34"'2,oj�o Date 12-11 >> . - TOWN OF NORTH ANDOVER • Certificate of Occupancy $ Building/Frame Permit Fee $ ` Foundation Permit Fee $ � Other Permit Fee $ TOTAL $ Check# � G s i1 2 7 Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL t Public Sewer ❑ Tanning/Massage/Body Art ❑ Swunlning Pools ❑ well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank, etc. ❑ Pennanent 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 Signature COMMENTS ,?oning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes !Manning Board Decision: Comments Conservation Decision: Comments I Water& Sewer Connection/Signature Date Drivewav Permit DPW Town Engineer: Signature: FIRE�DEP r Located 384 Osgood Street ,� ARTMIEI�T TempDumpster gntsite.x., i Located at 12 �" . t w ., ;Fir0,,- 91'. e artment,sig p� nature/date a f i, .* .* .t � t - .-� ,. '�`t-'���4` • •;°' 'E- syr'},." r X. �, ,,...-:. >--"7'_.._ ...u.,s� _ ,..x.....-., MMENTS: 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 lies No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) LI Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 . i 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 OTE: 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 4� Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) 4. Mass check Energy Compliance Report (If Applicable) � Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) 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 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: 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 � NORT1i • Town of ndover * �, h ver, Mass, QL coc.acnewlcw X1,45 R�rEo �Pa��S V BOARD OF HEALTH Food/Kitchen PER T T D Septic System THIS CERTIFIES THAT ....... ,'! BUILDING INSPECTOR ......... ... .................� ......... .... ............ ...... .............. ........ ...... .... Foundation has permission to erect .......................... buildings on .....It..... .. .�.�..:.. �:�............. Rough to be occupied as ... ....::` .......... ..> 1r. G► 1 �4. ..... ��. ..................... 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 MONTHA ELECTRICAL INSPECTOR x UNLESS CONSTRUCTI _ TA 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. i i • anc STRUCTURAL ENGINEERS December 11, 2015 Sungevity 66 Franklin Street Oakland, CA 94607 Subject: Structural Certification for Installation of Solar Panels Job Number: 1500-01783 Client: Heather B Rowe-2154102 Address: 11 Dana Street, North Andover, MA 01845 Attn.: To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sungevity. From the field observation of the property,the existing roof structures was observed as follows: The existing roof structure consists of: • Less than 1 year old, 1 layer of Composition Shingle over Roof Plywood is supported by 2x8 Rafters @ Array 1. The rafters are sloped at approximately 35 degrees and have a maximum projected horizontal span of 11 ft 11 in between load bearing walls. • Less than 1 year old, 1 layer of Composition Shingle over Roof Plywood is supported by 2x8 Rafters @ Arrays 2 &3. The rafters are sloped at approximately 24 degrees and have a maximum projected horizontal span of 8 ft 4 in between load bearing walls. Design Criteria: • Applicable Codes=2009 IBC,ASCE 7-05,and NDS-05 • Ground Snow Load=55 psf • Roof Dead Load= 11 psf ARRAY 1 ; 9.9 psf ARRAYS 2&3 • Basic Wind Speed = 110 mph Exposure Category C • Solar modules=as indicated in attached drawings As a result of the completed field observation and design checks: • ARRAY 1 is adequate to support the loading imposed by the installation of solar panels and modules. Therefore, no structural upgrades are required. • ARRAYS 2 &3 is adequate to support the loading imposed by the installation of solarP anels and modules. Therefore, no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2009 IBC. �-(rI OF*,y If you have any questions on the above, do not hesitate to call. s9 PAUL K. ZACHER r'n Prepared By: TRUCTURAL ti PZSE, Inc. -Structural Engineers - 50100 Roseville, CA o,� isT SS�ONAi- 1 of 1 ni rn r-__-- r_u_-- n--o_ __1 r ern _ n__-. ef_ ri nri i' _ ni i ni i nnin n _ nl ns i nnir _ DocuSign Envelope ID:5C6FOF7D-0132-4D77-A247-8636E8489E4D Sun EVITY' Homeowner's Agent Authorization Form State of Massachusetts I, Heather B & Frank Rowe (print name) am the owner of the property located at address: 11 Dana Street North Andover MA 01845 (print address) I hereby authorize Sungevity or its subcontractor to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a PhotoVoltaic System located on my Property. Oocu5i9red Customer Signature: —C hy: g P.> ¢a05697r50easo... Date: 11/9/2015 Print Name: Heather B & Frank Rowe Sungevity MA Home Improvement Contractors License # 168430 66 Franklin Street,Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510.496.5501 www.sungevity.com i i 1 2 3 4 5 SHEET INDEX PHOTOVOLTAIC SYSTEM PV0.0 COVER AND SITE PLAN PV1.0 GENERAL NOTES SYSTEM SIZE: PV2.0 ARRAY LAYOUT AC/DC kW STC: 6.334kW 17.14kW PV3.0 LINE DIAGRAM PV4.0 LABELS EQUIPMENT: A A PV MODULES: (28)Trina Solar TSM-255 PD05.05 KEY: INVERTER(S): (1)SolarEdge SE760OA-US — — PROPERTY LINE --- CONDUIT RUN 0 INVERTER --- DRIVEWAY O SUBPANEL SCOPE OF WORK: +— FENCE O DC DISCONNECT FIRE CLEARANCE AC DISCONNECT INSTALLATION OF A SAFE AND CODE-COMPLIANT ROOF 1 STRUCTURAL GRID-TIED SOLAR PV SYSTEM ON AN EXISTING ARRAY 1 UPGRADES OO JUNCTION BOX RESIDENTIAL ROOF TOP. J Y SOLAR MODULE O MONITORING UNIT Q MAIN SERVICE PANEL Q COMBINER BOX UTILITY METER E] ROOF ROOF 3 ❑ PV METER OBSTRUCTION ARRAY 31, APPLICABLE CODES: ROOF ARRAY 2 1 ` 2014 NEC 2009 INTERNATIONAL CODES WITH MA ROOF MOUNTED AMENDMENTS CONDUIT 1 B `' , `` CONTRACTOR INFORMATION: B UNITED SOLAR ASSOCIATES MALDEN 452 PLEASANT ST. r , MALDEN,MA 02148 _ n 1 JURISDICTIONAL INFORMATION: NORTH ANDOVER,TOWN OF MPW , 1600 OSGOOD ST. NORTH ANDOVER,MA 01845 NOTES TO INSTALLER: t 11 o' 1 LOCATION OF MAIN SERVICE PANEL INSIDE BASEMENT I, 't FOR INSTALLER USE ONLY POST INSTALL SUNEYES REQUIRED? NO i l I CERTIFY THAT NO CHANGES HAVE C BEEN MADE TO THE ARRAY LAYOUT: CUSTOMER INFORMATION: HEATHER B ROWE 1� 11 DANA STREET NORTH ANDOVER,MA 01845 SITE PLAN N (978)836-0103/#2154102 SCALE: N.T.S. - DESIGNED BY:I REV#: DATE: PV-0.0 VALID.B 1 0 11/24/15 SUNGENTY INC.08 FRMINUN ST SUITE 3I0OAHLAND,CA BTMORNNER Deter—Loce0o0:R.-21M102 W151,eet SG INIT THESEDMWINGS.SPECIFICATIONS,MIDOESMSARETHEPROPERTYOFSUNGEVRYINC.NOP TS LBECONEDGRUSEDFOROR"THPNYOTHERMWOTHERTMg ESPECIFICP ECTFOR CHTHEY EMEND LOPEDW OMWRWItR NCONSEW i 1 2 3 4 5 MODULE SPEC FICATIONS (28)Trina Solar TSM-255 PD05.05 MODULE WEIGHT: 41 MODULE LENGTH: 64.95 MODULE WIDTH: 39.05 34,-2" CONTINUE TO ARRAY 3 ROOF 1 SPECS RAFTERSIZE: 2X8 NOMINAL RAFTER SPAN: 11'-11" RAFTER SPACING�1 16* 5' 13'-1" ROOF MATERIAL I COMPOSITE SHINGLE ARRAY 1 SPECS 1 j' -- - �I NUMBER OF MODULES: 16 A I I ...I... ..I.......I....... . I I... ..�.......I...... ......I I I.......I..............I.......I. _..........�..... I.......I.......I......I... I ( RPO 2 I I I ( _I I I I TOTAL MOD.WEIGHT(Ibs): 656 A AR=.2 - I RACKING WEIGHT(Ibs): 118.6 . I i L......� I L...._�.. . I I I I I I I I I 1 I r I i ARRAY WEIGHT(Ibs): 774.6 -_i I I ( �....... _.._L._._L.. ..I_.._.L..... .......h I I ARRAY AREA(sgft): 281.8 . i I ! ( 7 I _� __ _ _ I ARRAY DEAD LOAD(Ibs/sgft): 2.7 DIDo^ I I I NUMBER OF MOUNTS: 32 I (ROOF 1 ARRA'1 1 I I I I_ I I I I I LOAD PER MOUNTQbs): 24.2 I I I I ARRAYAZIMUTH(") 165 I _�.... .L......L...... .... I� I I I I I I.....r......1._._..I .....�.: I I'...�....... .. ._�...._ 21 i I ARRAY TILT(') 35 NUMBER OF FLOORS 1 ROOF SPECS I I I I RAFTERSIZE: 2X8 NOMINAL I I I I I I I RAFTER SPAN: 8'-4" RAFTER SPACING: 16' I MATERIAL: COMPOSITE SHINGLE ARRAY 2 I 6" NUMBER OF MODULES: 6 TOTAL 2 RRAY 2 LAYOUT RACKING WEIGHD. T(Ibs)HT: ): 246 RACKING WEIGHT(Ibs): 56 SCALE: 3/16"=1'-O" ARRAY WEIGHT(Ibs): 302 ARRAY AREA(sqft): 105.7 RRAY 1 LAYOUT �ZH OF* ARRAY DEAD LOAD(Ibs/sgft): 2.9 1 N NUMBER OF MOUNTS: 17 SCALE: 3/16"=1'-0" PAUL K. LOAD PER MOUNT(Ibs): 17.8 ZACHER ARRAYAZIMUTH(-) 255 B TRUCTURAL ti ARRAYTILT(-) 24 B 50ss11G0((0 NUMBER OF FLOORS 1 O /STET' ROOF 3 SPECS �'SS�ONALEHO RAFTER SIZE: 2X8 NOMINAL RAFTER SPAN: 8'-4" RAFTER SPACING:1 16" ROOF MATERIAL: I COMPOSITE SHINGLE CONTINUE FROM ARRAY 2 ARRAY 3 SPECS NUMBER OF MODULES: 6 TOTAL MOD.WEIGHT(Ibs): 246 T-7" 13'-1" RACKING WEIGHT(Ibs): 56 ARRAY WEIGHT(Ibs): 302 ARRAY AREA(sqft):ROOF 3 SOLAR MODULE ARRAY DEAD LOAD(lWsgft): 12 97 - I I 1 NUMBER OF MOUNTS: 17 ARRAY 3I I -T 1 I I LOAD PER MOUNT(lbs): 17.8 ARRAY AZIMUTH SYMBOL KEY: _1'' __ _J L_ I I IRONRIDGE XR100 NUMBER OF FLOORS 14 — _ RAIL I I I I I L-FOOT ------— RAFTERS QMSE-LAG SHINGLE I ...I.......... ..I....... i I ROOF � 2 COMPOSITE SHINGLE —` 5" X 5/16"-LAG C FIRE CLEARANCE 2.5"MIN.EMBEDMENT PER (i ® ® STRING CONFIG. , • ++ STRUCTURAL SCREW CUSTOMER INFORMATION: UPGRADES 2X8 NOMINAL,16 O.C. O SOLAR MODULE 8" HEATHER B ROWE ® MOUNT MOUNTING DETAIL 11 DANA STREET NORTH ANDOVER,MA 01845 ® SKYLIGHT 3 RRSCALE: NTS AY 3 LAYOUT (978)836-0103/#2154102 ® CHIMNEY SCALE: 3/16"=1'-O" PLUMBING OR ATTIC VENT DESIGNED BY: REV#: DATE: PV-2.0 $ 0 ATTIC VENT VALID.B 10 11/24/15 S SUNGEVRY INC.6B FRANKLIN ST SUITE 310 CA—D,CA BY GREINER DeIe.—Leutlon.Ra""-21M1025VI Sh.151ze.11x17 THESE-NGS,SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUNGENTY INC.NO PMT SHPLL BE COPIED OR USED FOR OR WITH MY OTHER MRK OTHER THAN THE SPECIFIC PROJECT FOR—CH THEY HAVE BEEN DEVELOPED WITHOUT OUR—TTEN CONSENT 1 2 3 4 5 ELECTRICAL KEY: MODULE ELECTRICAL SPECIFICATIONS INVERTER 7 SPECIRCAnONS (28)Trina Solar TSM-255 PDO5.05 SOLAREDGE SE760OA-US �L BREAKER SHORT CIRCUIT CURRENT(ISC): 8.88 RATED WATTS(EACH): 7600 �— SWITCH OPEN CIRCUIT VOLTAGE(V-): 38.1 AC OPERATING VOLTAGE(V): 240 Qa SCREW TERMINAL OPERATING CURRENT(IMP): 8.37 AC OPERATING CURRENT(A): 32 m FUSE OPERATING VOLTAGE(VMP): 30.5 NUMBER OF MPPT CHANNELS 0 • SPLICE MAX SERIES FUSE RATING: 15 INVERTER EFFICIENCY: 0.975 A EARTH GROUND STC RATING: 255 INTEGRATED DC DISCONNECT 777 CHASSIS GROUND PTC RATING: 232 1 INVERTER 1 INPUT SPECIFICATIONS ——— GEC I DESIGN CONDITIONS I NOMINAL CURRENT PER STRING(Inom): 8.7.11.7 EGC HIGHEST 2%DB DESIGN TEMP(°C): 32 NOMINAL VOLTAGE(Vnom): 350 MIN.MEAN EXTREME ANNUAL DB("C): 1 -18 1 MAX SYSTEM VOLTAGE(Vmax): Soo A MAX CURRENT PER STRING(Imax): 15 A MAX INPUT CIRCUIT CURRENT(Imax): 30 200A MAIN BREAKER (3)#8 THWN-2 (3)#S THWN-2 (3)#8 THWN-2 (4)#10 PV-Wire (4)#10 THWN-2 (1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#10 EGC (1)#10 EGC 3/4"EMT 3/4"EMT 3/4"EMT FREE AIR 3/4"EMT METER AC DISCONNECT, (E)LOADS (N)SE760OA-US 60AMP, NON-FUSIBLE, INVERTER W/INTEGRATED CUTLER-HAMMER, (E)LOADS DC DISCONNECTS DG222URB (E)200A GE MSP —IN———- - 1 STRING OF + � "AC METER 40A 2P 24 � 12 MODULES OPT.CURRENT=8.74A DC OUTPUT LOAD LINE 1 STRING OF + 16 MODULES I OPT.CURRENT=11.66A INVERTER i GEC IRREVERSIBLY SPLICED TO EXISTING GEC OR BONDED DIRECTLY TO EXISTING GROUNDING ELECTRODE (IF APPLICABLE) MIN.NEMA3R UL LISTED JUNCTION BOX WITH 90'C TERMINAL RATINGS LOCATED ON ROOF C C Inom=(16 x 255W)/350V=11.7A CONDUIT ELEVATION:1/2 TO 3-1/2"=22'C 28 MODULES TOTAL OPERATING VOLTAGE=350VDC(REGULATED) HIGH AMBIENT TEMPERATURE:32"C 28 x 232(PTC WATTS)x 0.975=6334 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-18"C HEATHER B ROWE 200 x 1.2=240 ROOFTOP AMBIENT TEMP(Tcorr):54PC=0.76 SE760OA-US MAX OUTPUT CURRENT=32A 11 DANA STREET 240-200(MCB)=40A CONDUIT FILL(Cfill):0.8 BREAKER SIZE=32A x 1.25=40A=>40A NORTH ANDOVER,MA 01845 MAX ALLOWABLE AC PV BREAKER=40A CONTINUOUS USE=Imax`1.25=15A (978)836-0103/#2154102 CONDITIONS OF USE=Imax/Toorr/Cfill =15A/0.76/0.8=24.67A CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG ' 3.0 VALID.B 1 0 11/24/15 SUNGEUTYINC.FB FRANKUN ST SUTE 310 OA¢ OCA MOI RY MOREINER Dela:LOmIbn:Rowe-2151102 SVI S-51ze:11.17 THESE DRAWINGS.SPECIFICATIONS,AND DESIGNS PRE THE PROPERTY OF SUNGENTY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WDIroUT MR WRITTEN CONSENT STRU(TURAL ENGINEERS December 4, 2015 Sungevity 66 Franklin Street Oakland, CA 94607 Subject: Structural Certification for Installation of Solar Panels Job Number: 1500-01783 Client: Heather B Rowe-2154102 Address: 11 Dana Street, North Andover, MA 01845 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sungevity. From the field observation of the property, the existing roof structures was observed as follows: The existing roof structure consists of: • Composition Shingle over Roof Plywood is supported by 2x8 Rafters @ 16"o.c. at ARRAY 1. The rafters are sloped at approximately 35 degree and have a maximum projected horizontal span of 11 ft 11 in between load bearing walls. • Composition Shingle over Roof Plywood is supported by 2x8 Rafters @ 16"o.c. at ARRAYS 2&3.The rafters are sloped at approximately 24 degree and have a maximum projected horizontal span of 8 ft 4 in between load bearing walls. Design Criteria: • Applicable Codes=2009 IBC,ASCE 7-05, and NDS-05 • Ground Snow Load = 55 psf • Roof Dead Load= 11 psf ARRAY 1 ; 9.9 psf ARRAYS 2 &3 • Basic Wind Speed = 110 mph Exposure Category C • Solar modules= as indicated in attached drawings As a result of the completed field observation and design checks: • ARRAY 1 is adequate to support the loading imposed by the installation of solar panels and modules.Therefore, no structural upgrades are required. • ARRAYS 2 & 3 is adequate to support the loading imposed by the installation of solar panels and modules. Therefore, no structural upgrades are required. 1 certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2009 IBC. �I(A OFIygSS If you have any questions on the above, do not hesitate to call. q� PAUL K. tiG ZACHER Prepared By: TRUCTURALco 50100 PZSE, Inc.-Structural Engineers 6/30 Roseville, CAE NAEN�'�� 1 of 1 8150 Sierra College Brevard,Suite 150 • Roseville,CA.95661 • 916.961.3960 P • 91061.3965 • www.pzse.com OR com r� FIRM* =I � wwaELECTRICIANS ` °' �S102806 � ISSUES THE FOLLOWING LICENSE ICNE AS A.REG JOURNEYMAN ELECTRICIAN - --Ism DANIEL J MCGRATH A E''J � I 114 BOYLSTON ST s 4pAiD1�lI Mf ?131 0 CL �'" �F` soo�uw2%Tr-*3w RALOEN MA 02148-7931 . o /31/16 massachusetts-Depam"ent of Public Safety Board of Building Regulations and Standards — C� a•truct►�rrs hu�xr�t.•«r i .ak :F.,mil+ 11i1�A w �, License: CSFX10416 Thsf<ars0edworMq�f�1Mk��°M*fie DANIEL J MCGRATH ` lDtnur Oot> II�1 ► . Czar M M 114 BOYLSTON ST MALDEN MA 01148 Dlol>NieillECGrath tr.4..+ � � ExpiraWn KOM M.MRdaved 3/218/wIn Corm tstuoner 00/16=16 k ��_e�eryMl (C�sw8rlfiMN r��r�C'tordtNt.trrrwvl�//t r/^i�f7J,rfs�pir✓/a Hite of Consumer Affairs&Business Regulation ME IMPROVEMENT CONTRACTOR ELECTRICAL UNLIMITED JOL`RNE`YPERSE3N ME 168524 Type: DANIEL]MCGRATH piniUon: 3/712017 Individual 114 BOYLSTON ST DANIEL MCGRATH MAIDEN,MA 02148-7931 DANIEL MCGRATH 114 BOYLSTON ST LIC. r AEG NO, EFFECTIVI! Xk MALDEN,AAA 62148 Irc.01 Ex 10/01/2014ia 09130/201g Undersecretary 40 GNED STATE OF CONNECTICUT STATE OF MAINE t 7 DEFT OF PROFMOIAL i WWI&REODUTION ELEC;TRICZ tTN:LI ITER C'ONTRACTOIZ ELECTRrAOSEXAMINIWBOARD DANIEL) MCGRATH LICENSESMSQ00xOT03 114 BOYLSTON ST �A NIALDEN,NIA 07-148-7931 DANIEL MCGRATH MASTER ELECTRICIAN ``r ; 'N0 EC716� ex�kh c ISSUED Aug 26,2013 EXPIRES Aug 31,2015 ELC.0401855-EI OS/31/2015 U9/3G1201G 513NE) � _�r ✓ __ _ The Commonwealth of Massachusetts Department of Industrial Accidents Y 1 Congress Street, Suite 100 �. Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Aualicant Information Please Print Leeibly Name (Business/Organization/Individual):United Solar Associates, LLC Address:452 Pleasant Street, Second Floor City/State/Zip:Malden, MA 02148 Phone #:855-786-1776 Are you an employer?Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 5 employees(full and/or part-time).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. El Demolition 3.M I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10E]Building addition 4.[:]1 am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.M I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.0Roof repairs These sub-contractors have employees and have workers'comp.insurance.- 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.ElOther Solar Install 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. -Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:TRAVELERS Policy#or Self-ins.Lic.#:7PJUB-5B50763-8-15 Expiration Date:7/23/2016 Job Site Address: 11 Dana Street City/State/Zip:N.Andover, MA 01944 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A cop is statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify under 4e p 'ns an penalt')!6 Mrjthat the information provided above is true and correct. Signature: Date: b Phone#:855-786-1776 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: DATE(MM/DD/YYYY) ,Aco CERTIFICATE OF LIABILITY INSURANCE 12/8/2015 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: FAX Asset One Insurance PHONE AIC,No Ext): 714-625-8204 (AIC,No): 714-625-8290 575 Anton Blvd.,3rd FL ADDRESS: ara@solarinsure.com INSURER(S)AFFORDING COVERAGE NAIC# Costa Mesa CA 92626 INSURERA: Westchester Surplus Lines Insurance Company 10172 INSURED INSURER B: TRAVELERS PROPERTY CASUALTY COMPANY OF AMERK 25674 United Solar Associates,LLC INSURER C: American Zurich Insurance Company 16535 452 Pleasant Street,Second Floor INSURER D: INSURER E: Malden MA 02148 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 AIJUL bUtIR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MMIDD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE 1�1 OCCUR PREMISES(Eaoccurrence) $ 50,000 MED EXP(Any one person) $ 10,000 A G27527966001 11/10/2015 11/10/2016 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED $ AUTOS (Per accident) UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 51000,000 A X EXCESS LIAB CLAIMS-MADE G27527966001 11/10/2015 11/10/2016 AGGREGATE $ 51000,000 DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N X I STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER EXCLUDED? N/A 7PJUB-5B50763-8-15 7/23/2015 7/23/2016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 C Property ER07771654 5/26/2015 5/26/2016 $522,302.00 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. Attn:Building Department AUTHORIZED REPRESENTATIVE 1600 Osgood St., Building 20,Suite 2035 North Andover MA 01845 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD TSM-DC05A.05 Money's IN BLACK DIMENSIONS OF PV MODULE TSM-DC05A.05 ELECTRICAL DATA @ STC TSM-250 TSM-255 TSM-260 TSM-265 DC05A.05 DCOSA.05 DC05A.05 DC05A.05 941 mm Peak Power Watts-PMAx(Wp) 250 255 260 265 JUNCTION Power Output Tolerance-PMAx(%) 0/+3 0/+3 0/+3 0/+3 0 �p Box Maximum Power Voltage-Vw?(V) 29.8 30.1 30.2 30.6 NAMEPLATE o Maximum Power Current-IMPP(A) 8.38 8.48 8.61 8.66 °�9ALLING HOLE"z Open Circuit Voltage-Voc(V) 38.1 38.2 38.4 38.5 INST Short Circuit Current-Isc(A) 8.91 8.98 9.15 9.20 3 Module Efficiency 9m(%) 15.3 15.6 15.9 16.2 E STC:Irradiance 1000 W/m'.Cell Temperature 25°C,Air Mass AMLS according to EN 60904-3. E Average efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. 0 0 3 3 ELECTRICAL DATA @ NOCT TSM-250 TSM-255 TSM-260 TSM-265 DC05A.05 DC05A.05 DC05A.05 DC05A.05 Maximum Power-PMAx(Wp) 183 186 190 194 604.3 GROUNDING HOLE Maximum Power Voltage-UMPP(V) 26.9 26.9 27.0 27.2 A A Maximum Power Current-IMPP A 6.89 6.93 7.04 7.13 11-DRAIN HOLE ( ) Open Circuit Voltage-Uoc(V) 33.8 34.6 34.8 35.0 Short Circuit Current-Isc(A) 7.14 7.20 7.34 7.40 812mm 180 NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed 1 m/s. Back View MECHANICAL DATA Solar Cells Monocrystalline 156 x 156 mm E Cell Orientation 60 cells(6 x 10) Module Dimensions 1650 x 992 x 35 mm Weight 18.6 kg I 35mm (A-A Glass High Transparency Solar Glass 3.2 mm Backsheet Black Frame Black Anodized Aluminium Alloy I-V CURVES OF PV MODULE TSM-255 DC05A.05 J-Box IP 65 rated Cables Photovoltaic Technology Cable 4.0 mm',1000 mm 0� I y ms Connector OriginalMC4 9.00 8.°0 m 7m sm TEMPERATURE RATINGS MAXIMUM RATINGS 8 a.m Nominal Operating Cell 44-C(±2'K) Operational Temperature -40to+85°C 3.40 Temperature(NOCT) 200 20OW/DT' Maximum System 1000V DC(IEC) I m Temperature Coefficient of PAAAx 0.41%/°K Voltage 0.m Temperature Coefficient of Voc -0.32%/°K Max Series Fuse Rating 15A 0.1A 10.00 20.°0 30- 40.- Voltoge(V) Temperature Coefficient of Isc 0.053%/OK WARRANTY 10 year Product Workmanship Warranty CERTIFICATION 25 year Linear Power Warranty IEC61215/EN61215 IEC61730/EN61730 (Please refer to product warranty for details) IEC 627162 PfG 1917/05.11 IEC 61701 DIN EN 60068-2-68 LC2 MCS BBA 0016 '- 0 N Is PACKAGING CONFIGURATION A Modules per box:29 pieces Z w Modules per 40'container:812 pieces N PV EYCLE Q -SGS� I %V ~ 4r� ffrTCOI( ,� CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. u u m J VI ©2013 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to change without notice. Smart Energy Together solar=se Single Phase Inverters for North America SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US I SE380OA-US I SE5000A-US I SE6000A-US I SE760OA-US SE30000A-US I SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA ........................................... ................ ............... ................. ................ ................ .10000,@,240y. .................. ........... Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA 5450 @240y.. . 10950@240V. ............. . ...... ............... ................ . .. ... , AC Output Voltage Min:Nom:Max!') 183 208 229 Vac . ......................................... ................ ............... ................. ................ . AC Output Voltage Min:Nom:Max!') 10( ✓ 21.1..-.24.0.-.2 6.4Vac AC Frequency Min.-Nom.-Max.(') 59.3-60-60.5(with Hl country,setdnp.57:60;60.5) Hz 24 @ 208V 48 @ 208V Max.Continuous Output Current 12:5 16 25 32 47.5 A .. .. 240V „42.,240V .. .................. ........... ... ................ ................ . GFDI Threshold 1 A ........................................... ............................................. ..... Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W Transformer-less,Ungrounded......... . ....................................................... Yes ....................................................... Max.Input Voltage 500 Vdc ................................ .......................................................................................................................... ........... .Mn DC Input Voltage 325 @ 208V/350 @ 240V Vdc 16.5 @ 208V 33 @ 208V Max.Input Current(') 9.5 13 18 23 34.5 Adc ................. . 15;5 240V 30.5 @,240V.. ..... Max.Input Short Circuit Current 45 Adc ........................................... .......................................................................................................................... ........... Reverse:Polarity Protection Yes Ground-Fault Isolation Detection 600ko Sensitivity ........................................... ................ ............... . . 1'. ............... ...............:.. .................. ........... Maximum Inverter Efficiency.......... .....97.7 ... 98.2, 983 98:3.... 98 98 98 ............................. ............... ....... ........ .................. ........... 97.5 @ 208V 97 @ 208V CEC Weighted Efficiency 97.5..... ......98 97.5 97.5 97:5 �o 98.P°.240y 975 240V.. ....... Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication interfaces RS485;RS232,Ethernet,ZigBee(optional) ........................................... ........................................................................... ........... Revenue Grade Data,ANSI C12.1 Optionalla) ........................................... ......................................... ... ................................................................. ........... Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(41 STANDARD COMPLIANCE Safety.................................. ........................................U L3741:U L1699B:U L1998,CSA 22:2 ........................................ ........... Grid Connection Standards IE E1547 ................................................................. ........... p Emissions FCC art15 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG ................ .. . . . ............................................. . ................................. ........... DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/ AWG ran a 3/4'.minimum/1.2 strings/16:6 AWG ...........R........................ .............14 6 AWG............. ........... . ....................... Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ ..CHxWxD 30.Sx12.5x7.2/775x315x184 ........)................................ ................................ .........................................4......... ..........775 x 315 x 260.......... ...mm.... Weight with Safety Switch............. ..........51 2/23..2..........I...................54;7/24.7 ...........88:4/.401.. Ib/kg... .. ................ . ......... ........ Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user ........................................... ................................................................... .replaceable). ..................................... ........... Noise �25 �50 dBA .................................... . ............................... . .............. .......................... ........... Min.-Max.Operating Temperature Ran a 13 to+140/ 25 to+60(-40 to+60 version available ) 'F/'C g. .................................................... ...................................................... ......... ........... .. .. ............ .. .. Protection Rating . ......................................... ........................................................NE.......... MA 3R ........................................................ ........... For other regional settings please contact SolarEdge support. ('i A higher current source may be used;the inverter will limit its input current to the values stated. (1i Revenue grade inverter P/N:SExxxxA-USOOONNR2(for 7600W inverter:SE7600A-US002NNR2). (°i Rapid shutdown kit P/N:SE1000-RSD-Sl. (si-40 version P/N:SExxxxA-USOOONNU4(for 7600W inverter:SE7600A-US002NNU4). sunsa�c R @ SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BSOLAREDGE are trademarks ot registered trademarks of SolarEdge Technologies. ate trademafks of their respective owners.. . {I I i /lam IRONRIDGE Roof Mount System XR Rails XR10 Rail XR100 Rail XR1000 Rail Internal Splices e A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. 6'spanning capability 8'spanning capability 12'spanning capability Self-tapping screws Moderate load capability Heavy load capability Extreme load capability Varying versions for rails Clear&black anod.finish Clear&black anod.finish Clear anodized finish Grounding Straps offered _! r Attachments FlashFoot Slotted L-Feet Standoffs Tilt Legs Anchor,flash,and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments. attachment. systems to various heights. angle,up to 45 degrees. Ships with all hardware High-friction serrated face Works with vent flashing Attaches directly to rail IBC&IRC compliant Heavy-duty profile shape Ships pre-assembled Ships with all hardware Certified with XR Rails Clear&black anod.finish 4"and 7"Lengths Fixed and adjustable Built for solar's toughest roofs. Clamps&Grounding Iron Ridge builds the strongest roof mounting system in solar.Every component has been tested to the limit and proven in extreme environments. End Clamps Grounding Mid Clamps a T-Bolt Grounding Lugs O Accessories Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and is also why our products are fully certified,code compliant and backed by a 20-year warranty. ,. A Strength Tested PE Certified _.�r— All components evaluated for superior 1C�/ll, Pre-stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and structural performance. �'J available in most states. modules at ends of rails. in the middle of the rail. rail's top slot. organized look for rails. Mill finish&black anod. Parallel bonding T-bolt Easy top-slot mounting Snap-in Wire Clips Sizes from 1.22"to 2.3" Reusable up to 10 times Eliminates pre-drilling Perfected End Caps C161Class A Fire Rating ® Design Software Optional Under Clamps Mill&black stainless Swivels in any direction UV-protected polymer ertified to maintain the fire resistance ® Online tool generates a complete bill of rating of the existing roof. materials in minutes. Free Resources Design Assistant ♦4 NABCEP Certified Training Integrated Grounding 20 Year Warranty — _ Go from rough layout to fully Or Earn free continuing education credits, engineered system.For free. A X while learning more about our systems. UL 2703 system eliminates separate Twice the protection offered by Go to IronRidge.com/rm .4 Go to lronRidge.com/training module grounding components. competitors. DocuSign Envelope ID:133D4B1B-4241-49AA-A339-4BE404BADF30 sunrun EXHIBIT A SOLAR FACILITY ADDENDUM CONTRACT P87A1VR1AAARKEI THIS SOLAR FACILITY ADDENDUM CONTRACT("Addendum")is made by and between Sunrun Inc.("Sunrun")and Sungevity,Inc.("Contractor")for the design,engineering,procurement,installation,and construction of the Solar Facility described herein.This Addendum hereby incorporates, in total,the terms and conditions set forth in the Master Solar Facility Turnkey Contract("Contract"),and all schedules and exhibits thereto,executed by Sunrun and Sungevity,Inc,in March 10,2014.Capitalized terms contained herein have the meanings set forth in the Contract. SOLAR FACILITY TOTAL SOLAR CUSTOM Contract Price:$25,311.40 Host Customer:Heather B Rowe Street Address:11 Dana St,North Andover,MA,01845 Rebate Level:$0.00 per watt Utility:National Grid TECHNICAL SPECIFICATIONS System Size Description Rating Standard Test Condition Direct Current(STC DC kW) 6.885 CEC Alternating Current(CEC AC kW) 6.155 Generation Equipment Photovoltaic collectors Manufacturer Model number STC DC rating Quantity Array 1 Trina Solar TSM-255PD05.05 255 W 15 Array 2 Trina Solar TSM-255PD05.05 255 W 6 Array 3 Trina Solar TSM-255PD05.05 255 W 6 Inverters Manufacturer Model number Efficiency Quantity Array 1 SolarEdge Technologies SE6000(240V)w/-ER-US or 0.975 1 A-US Array 2 SolarEdge Technologies SE6000(240V)w/-ER-US or 0.975 1 A-US Array 3 SolarEdge Technologies SE6000(240V)w/-ER-US or 0.975 1 A-US Total Number of Panels: 27 Total Number of Inverters: 1 Meter Information Meter Description Manufacturer Meter selected from approved vendor list provided by Sunrun. Model number Meter selected from approved vendor list provided by Sunrun. 09/29/2015 P87A1VR1AAARKE1-H(Custom PPA Fixed) Page 1 of 2 s DocuSign Envelope ID: 133D4B1B-4241-49AA-A339-4BE404BADF30 sunn'r'run EXHIBIT A SOLAR FACILITY ADDENDUM CONTRACT SOLAR FACILITY DESIGN DIAGRAMS Attach the single-line diagram and aerial-view module layout for the Solar Facility to this document. ASSIGNMENT When transfer of the title to the Work occurs pursuant to the Contract,title to the Work shall be transferred to the Person("Assignee")designated in Exhibit A-1. MISCELLANEOUS Neither this Addendum,nor the Contract,creates any employment,agency,partnership,joint venture or other joint relationship between the Parties. Should a conflict arise between the terms of this Addendum and the terms of the Contract that cannot be reconciled,the terms of this Addendum shall govern; ron vided•however agreement on a conflicting term in this Addendum shall not operate to modify the conflicting term in the Contract for future addenda executed between the Parties.This Addendum may be executed in counterparts,each of which will be deemed an original,but all of which taken together will constitute but one and the same instrument. SUNRUN INC. SUNGEVITY,INC. DocuSigned by: (at k r 1 , DocuSigned by: Signature_73FE783DCNRID... L�grlBtMMW1 OL� (/wP N E... John Machulak Zak Federer Name Name Sunrun operations Authorized Agent Title Title 10/29/2015 9/29/2015 Date Date 09/29/2015 P87A1VR1AAARKEI-H(Custom PPA Fixed) Page 2 of 2 STRUCTURAL ENGINEERS December 4, 2015 Sungevity 66 Franklin Street Oakland, CA 94607 i Subject: Structural Certification for Installation of Solar Panels Job Number: 1500-01783 Client: Heather B Rowe-2154102 Address: 11 Dana Street, North Andover, MA 01845 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sungevity. From the field observation of the property, the existing roof structures was observed as follows: The existing roof structure consists of: • Composition Shingle over Roof Plywood is supported by 2x8 Rafters @ 16"o.c. at ARRAY 1. The rafters are sloped at approximately 35 degree and have a maximum projected horizontal span of 11 ft 11 in between load bearing walls. • Composition Shingle over Roof Plywood is supported by 2x8 Rafters @ 16"o.c. at ARRAYS 2&3. The rafters are sloped at approximately 24 degree and have a maximum projected horizontal span of 8 ft 4 in between load bearing walls. Design Criteria: • Applicable Codes= 2009 IBC,ASCE 7-05, and NDS-05 • Ground Snow Load= 55 psf • Roof Dead Load= 11 psf ARRAY 1 ; 9.9 psf ARRAYS 2 &3 • Basic Wind Speed = 110 mph Exposure Category C • Solar modules=as indicated in attached drawings As a result of the completed field observation and design checks: • ARRAY 1 is adequate to support the loading imposed by the installation of solar panels and modules.Therefore, no structural upgrades are required. • ARRAYS 2&3 is adequate to support the loading imposed by the installation of solar panels and modules. Therefore, no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2009 IBC. LSH OFI�SS If you have any questions on the above, do not hesitate to call. q� PAUL K. �G ZACHER Prepared By: TRUCTURALco PZSE, Inc.-Structural Engineers 50100 p GW30 Roseville, CA /STS NA. 1 of 1 8150 Sierra CollegeBoulevard,Suite 150 + Roseville,Cid 95661 + 916.961.3960 P • 916.961.3965 + wm-pne.com DocuSign Envelope ID:5C6FOF7D-0132-4D77-A247-8636E8489E4D SunGEVITY' Homeowner's Agent Authorization Form State of Massachusetts 1, Heather B & Frank Rowe (print name) am the owner of the property located at address: 11 Dana Street North Andover MA 01845 (print address) I hereby authorize Sungevity or its subcontractor to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a PhotoVoltaic System located on my Property. O...Signed by: Customer Signature: Cr605S97r56645C3... Date: 11/9/2015 Print Name: Heather B & Frank Rowe Sungevity MA Home Improvement Contractors License # 168430 66 Franklin Street, Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA F 510.496.5501 www.sungovity.com i i 1 2 3 4 5 PHOTOVOLTAIC SYSTEM SHEET INDEX PV0.0 COVER AND SITE PIAN PV1.0 GENERAL NOTES SYSTEM SIZE: PV2.0 ARRAY LAYOUT AC/DC kW STC: 6.334kW%7.14kW PV3.0 LINE DIAGRAM PV4.0 LABELS EQUIPMENT: A A PV MODULES: (28)Trina Solar TSM-255 PD05.05 KEY: INVERTER(S): (1)SolarEdge SE760OA-US ---- PROPERTY LINE- --- CONDUIT RUN 0 INVERTER DRIVEWAY O SUBPANEL SCOPE OF WORK: FENCE 0 DC DISCONNECT FIRE CLEARANCE 0 AC DISCONNECT INSTALLATION OF A SAFE AND CODE-COMPLIANT ROOF 1 STRUCTURAL GRID-TIED SOLAR PV SYSTEM ON AN EXISTING ARRAY 1 UPGRADES OE JUNCTION BOX RESIDENTIAL ROOF TOP. SOLAR MODULE D MONITORING UNIT Q MAIN SERVICE PANEL Q COMBINER BOX 1 Q UTILITY METER � ROOF ROOF 3 I, 0 PV METER OBSTRUCTION ROOF 2ARRAY 3 APPLICABLE CODES: ARRAY 2 , 2014 NEC •` ; 2009 INTERNATIONAL CODES WITH MA r ROOF MOUNTED AMENDMENTS 1 , CONDUIT I I 1 I 1 B ,, CONTRACTOR INFORMATION: B < i ; UNITED SOLAR ASSOCIATES MALDEN , t 452 PLEASANT ST. v � MALDEN,MA 02148 r' JURISDICTIONAL INFORMATION: NORTH ANDOVER,TOWN OF MP�N •, 1600 OSGOOD ST. NORTH ANDOVER,MA 01845 ` NOTES TO INSTALLER: LOCATION OF MAIN SERVICE PANEL v INSIDE BASEMENT < '� � FOR INSTALLER USE ONLY POST INSTALL SUNEYES REQUIRED? NO I CERTIFY THAT NO CHANGES HAVE C Opplp 5S , BEEN MADE TO THE ARRAY LAYOUT: C \ CUSTOMER INFORMATION: ;I 1 HEATHER B ROWE 11 DANA STREET NORTH SITE PLAN N (9778)36-011 845 03/#215 102 SCALE: N.T.S. - DESIGNED BY: REV#: DATE: VALID.B 0 11/24/15 Pv_0.0 SUN—WINC.S6FRANKUNSTSNTE310OAKIAND,CAW607 Sy:MGREINER Dn:. Am6on:Rowe-2151102SVI Sheat Siz 11.17 THESE DRAWINGS.SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUNGEMW INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANYOTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR—CH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT i 1 2 3 4 5 MODULE SPECIFICATIONS (28)Trina Solar TSM-255 PD05.05 MODULE WEIGHT: 41 MODULE LENGTH: 64.95 MODULE WIDTH: 39.05 ,_2" CONTINUE TO ARRAY 3 ROOF 1 SPECS RAFTER SIZE: 2X8 NOMINAL RAFTER SPAN: I 11'-11" I + I I I I I I RAFTER SPACING 513-1ROOF MATERIAL COMPOSITE SHINGLE ARRAY I SPECS 1 I 1 i NU BER OF MODULES: 16 A ....!11 I IIIII III;•I RDaF 11III(iII (III II+III I11II II _'�_II....IiI.... JTI_ I ....)II_.__III I o m IR)OFI 2 I _1I I._.._.-..I(... ..�I.._._. II I I TOTAL MOD.W EIGHT(Ibs): 65 6 A AR I2 RACKING WEIGHT PIDS): 118.6 ARRAY WEIGHT(Ibs): 774.6 .... ARRAY AREA(sgft): 281.8 2.7ARRAY DEAD LOAD(Ibs/sgft): 1ARRAY 1 NUMBER OF MOUNTS: 32 LOAD R MOUNTQbs): 252 I ARRAYAIMUTH(")t . I 15 ARRAYT tDNUMBER OF FLOORS 1 ROOF 2 SPECS I I I ( I I I I I RAFTER SIZE: 2X8 NOMINAL 1 I I I 1 1 1 1 1 RAFTER SPAN: 8'-4" RAFTER SPACING:1 16" I I I 1 I 1 I I I i I R02F MATERIAL: COMPOSITE SHINGLE ARRAY 2 SPECS 6" NUMBER OF MODULES: 6 TOTAL A1C 2 RRAY 2 LAYOUT RACKING OD.WEIGHT(Ibs):s): 246 RACKING WEIGHT(Ibs): 56 SCALE' 3/16"=V 0" ARRAY WEIGHT(Ibs): 302 ARRAY AREA(sgft): 105.7 RRAY 1 LAYOUT ASH OF 1ySs9 ARRAY NUMBER OF MOUNTS: 17 249 17 NUMBER OF MOUNTS: 'I PAUL K. LOAD PER MUTH(-) s): 251 3/16"=1'-0" 17.8— SCALE: I ZACHER � ARRAYAZIMUTH(-) 255 B TRUCTURAL y ARRAVTILT(°) 24 B 50100 NUMBER OF FLOORS 1 bi ROOF 3 SPECS O /STEW RAFTER SIZE: 2X8 NOMINAL NAV RAFTER SPAN: 8'-4' I RAFTER SPACING: 16" I ROOF MATERIAL: COMPOSITE SHINGLE I CONTINUE FROM ARRAY 2 ARRAY 3 SPECS NUMBER OF MODULES: 6 TOTAL MOD.WEIGHT(Ibs): 246 T-7" 13'1" RACKING WEIGHT(Ibs): 56 ARRAY WEIGHT(Ibs): 302 SOLAR MODULE ARRAY AREA(sgft): 105.7 ROOF 3 1 1 1 1 1 I I 1 1 ARRAY DEAD LOAD(Ibs/sqR): 2.9 ARRAY 31 1 - - NUMBER OF MOUNTS: 17 f I I 1 1 r I 1 I LOAD PER MOUNT(lbs): 17.8 I:...... _.._L......L.. _1.......1...... ...__I; I 1 1 ARRAVAZIMUTH(") 75 �_ IRONRIDGE XR100 ARRAYTILT(') 24 SYMBOL KEY: I I I NUMBER OF FLOORS 1 — _ RAIL 1 1 I I I I L-FOOT ———— RAFTERS ! -=---- -- — + I QMSE-LAG SHINGLE ROOF 'I� �'' "I"' ' 21 ( COMPOSITE SHINGLE FIRE CLEARANCE 5" X 5/16"-LAG ® ® STRING CONFIG. 2.5"MIN.EMBEDMENT PER C C SCREW NN e>. STRUCTURAL UPGRADES 2X8 NOMINAL,16 O.C. CUSTOMER INFORMATION: Q SOLAR MODULE 8.MOUNT B ROWE ® MGDNT MOUNTING DETAIL 11 DANA STREET SCALE NORTH ANDOVER,MA 01845 ® SKYLIGHT RRAY 3 LAYOUT : NTS (978)836-0103/#2154102 ® CHIMNEY SCALE: 3/16"=V-0" PLUMi ATT CBVEN OR DESIGNED BY: REV#: DATE: PV-2.0 @ O ATTIC VENT VALID.B 1 0 11/24/15 II SUNOEV INC.0 FRANKLIN ST SUITE 3100AKI.NID,CA WW By:MGRUNER Dme:—Lomt Ra -21S,H02SV1SMatStrs:11"17 THESE DMWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF WNGENTY INC.NO PART SHNL BE COPIED OR USED FOR OR WITH ANY OTHER MEN OTHER THM THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WnHOUT OUR WRITTEN CONSENT 1