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Building Permit # 12/15/2015
p1®RTH 11ILDING PERMIT ,2 o����eo b,bti°L TOWN OF NORTH ANDOVER ° t � APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: d ' CH S HUs��,Cci IMPORTANT: Applicant must complete all items on this page LOCATIC7N N Pry t= , PR OPERTY OU1/NER' �-}JfF A l t-E F, 12 d W �. � Ptrnt IVI4P N0 PARCELaZONING;DISTRICT Historic District ydsno Machine SIi6p'Vilfage TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial ,�2,Alteration No. of units: ❑ Commercial i] Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septic ❑W6,11[ ❑F,(ogdplain C�°Wetlands ❑- 1Nafersf ed Qistrict"; Ell!1NaferlSower ; SDICA V- Paye v u Identification Please Type or Print Clearly) OWNER: Name: 4NT,-'ATI-6k h UWE Phone: R7g 36 ulU3 Address: l l CONTRACTOR; Name: DAN MC Er 2T1 . Phoria: ` Yb i`7 Addrllss. Su erviso'r's C6", 'iru%6n, License: 6 Ex D P t �`� stew p aq r Home Irnprouement License: ;;'G b � � , ; Ex rDate: ; D, 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: $ ah . 3 I I i1 D FEE: $ Check No.: 2:11 Receipt No.: NOTE: Persons contracting with unregistered contractors do not have acc s t' th e 'uar'antyfuny Signature of Agent/Owner Signature of contractor A N®RTF� �'-t .. _ Anctover own ol ® " - 1 C' - h ver, Mass,Toe T O. LAN11 I� COCMICI{CWICK V� 7®S RATED 7 UMERL BOARD OF HEALTH PER T T L Food/Kitchen Septic System THIS CERTIFIES THAT ��4eft� BUILDING INSPECTOR ................ ... ..................................... i�. ....... ...... ........ ... ..... .... ......... Foundation has permission to erect .......................... buildings on ...... . ..... .. .I ......51rkf* .. Rough to be occupied as ... ....... . ........... .. .. .... tlo� .....7171LI ... ..................... Chimney e provided that the person accepting this permit shall in every respect conform .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 Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final ®NTH ELECTRICAL INSPECTOR CTI TA Rough Service ................. ....... .................................................. Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Bulldi 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 Approvedy the Building Inspector. Burner Street No. Smoke Det. -- 51111)(TURAL ENG|RERS December 11. 2O15 SungevUty � G6Franklin Street Oakland, CA94GO7 Subject: Structural Certification for|natmUed(on of Solar Panels Job Number: 150O-01783 Client: Heather BRowe-21541O2 Address: 11Dana Street, North Andover, k8AO1845 � � AKn.: TmWhom |tMay Concern Afield observation ofthe condition ofthe existing framing system was performed by anaudit team from Sungevity. From the field observation ofthe property, the existing roof structures was observed aafollows: The existing roof structure consists of: * Less than 1year old, 1layer ofComposition Shingle over Roof Plywood is supported by2xDRafters @ 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. wLess than 1year old, 1layer VfComposition Shingle over Roof Plywood }s supported by2x8Rafters @Arrays 2 &3. The rafters are sloped at approximately 24 degrees and have a maximum projected horizontal span of 8 ft 4 inbetween load bearing walls. Design Criteria:' w Applicable Codes=2D88 IBC,ASCE 7'O5. and NDS'05 * Ground Snow Load =55paf • Roof Dead Load= 11pafARRAY 1 ; S.9psfARRAYS 2 &3 • Basic Wind Speed = 11Omph Exposure Category C • Solar modules=emindicated inattached drawings Aaoresult ofthe 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 ofsolar panels and modules. Thenahone, 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 2O0SIBC. k"A OF |fyou have any questions onthe above, donot hesitate hocall. PAUL Prepared By: TRUCTURAL � RZSE. Inc. -Structural Engineers Roseville, CA � 1nf1 °irar = u- Ir"^ m,''. - n, ~ A^ 1 ~n^" � _ m` / VN^^ ~rh,r DocuSign Envelope ID:5C6FOF7D-0132-4D77-A247-8636E8489E4D sunGEVITY' Homeowner's Agent Authorization Form State of Massachusetts ly 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. Customer Signature: j-0 US"O..d by� Date: 11/9/2015 Print Name: Heather B & Frank Rowe Sungevity MA Home Improvement Contractors License # 168430 66 Frankhri Street, Suite 310 510,49&5500 866,SUN,4ALL Oakland, CA 94607 USA 510,496,5501 V11!V 1111� .,iii ,+, s0,/c a ,(n 1 2 3 4 5 PHOTOVOLTAIC SYSTEM SHEET INDEX I' PV0.0 COVER AND SITE PLAN PV1.0 GENERAL NOTES SYSTEM SIZE: PV2.0 ARRAY LAYOUT AC/DC kW STC: 6.334kW\7.14kW ' PV3.0 LINE DIAGRAM EQUIPMENT: 111 PV4.0 LABELS A , A PV MODULES: (28)Trina Solar TSM-255 PDO5.05 KEY: INVERTER(S): (1)SolarEdge SE760OA-US ---- PROPERTY LINE --- CONDUIT RUN '0" INVERTER ------ DRIVEWAY SUBPANEL SCOPE OF WORK: ---- FENCE O 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 EIS JUNCTION BOX RESIDENTIAL ROOF TOP. SOLAR MODULE MONITORING UNIT Q MAIN SERVICE PANEL Q COMBINER BOX ❑� UTILITY METER ROOF ROOF Q PV METER OBSTRUCTION ROOF 2 ARRAY 3 APPLICABLE CODES: ARRAY 2 2014 NEC 2009 INTERNATIONAL CODES WITH MA ROOF MOUNTED AMENDMENTS '1 i CONDUIT i I 11 B ` '- CONTRACTOR INFORMATION: B UNITED SOLAR ASSOCIATES MALDEN 1 t 452 PLEASANT ST. ' v MALDEN,MA 02148 '— JURISDICTIONAL INFORMATION: NORTH ANDOVER,TOWN OF MP%N 1600 OSGOOD ST. NORTH ANDOVER,MA 01845 NOTES TO INSTALLER: LOCATION OF MAIN SERVICE PANEL INSIDE BASEMENT FOR INSTALLER USE ONLY POST INSTALL SUNEYES REQUIRED? NO $� 1 CERTIFY THAT NO CHANGES HAVE C Dp,�1P BEEN MADE TO THE ARRAY LAYOUT: C \ CUSTOMER INFORMATION: HEATHER B ROWE 11 DANA STREET MA SITE PLAN N (9778)T836-01103/#2154102845 SCALE: N.T.S. - ry DESIGNED BY: REV#- DATE: VALID.B 1 0 11/24/15 PV-0.0 IUNIEV INC.61 FNARWR ST SUITE 310 OA—S.CA w80'! .1—EINEI1 Saw:—L—Ro.o--1.1 Svt SFw1 S¢ 11.11 THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUP—W INC.NO PART SHALL BE COMES OR USED FOR OR WITH AM'OTHER WORN OTHER THAN THE SPECIFIC PROJECT FOR WHICH THET HME MEN DEVELOPEDWITHOUT OUR W-11 CONSENT 3 4 5 1 2 MODULE SPECIFICATIONS (28)Trina Solar TSM-255 PDO5.05 MODULE WEIGHT: 41 MODULE LENGTH: 64.95 V-5" MODULE WIDTH: 39.05 CONTINUE TO ARRAY 3 ROOF 1 SPECS RAFTER SIZE: 2X8 NOMINAL 34'-2" RAFTER SPAN: I RAFTER SPACING: 16" 5' 13'-1" ROOF MATERIAL: COMPOSITE SHINGLE I - ARRAY SPECS - NUMBER OF MODULES: 16 L_ - R' TOTAL MOD.WEIGHT(Its): 656 A ~ _ OF 2 _ _ RACKING WEIGHT Ob.): 118.6 A _ ..._... __. ._..L. .. ARRAY2 ARRAY WEIGHT(lbs):: 774.6 ARRAY AREA(Sgft): 281.8 ARRAY DEAD LOAD(Ibsl$gft): 2.7 NUMBER OF MOUNTS: 32 o� LOAD PER MOUNT(Ibs): 24.2 ROOF 1 ARRAY 1 _ _ ARRAYAZIMUTH(") I 165 ARRAYTILTC) 35 NUMBER OF ORS ROOF 2SPECS 1 RAFTER SIZE: ZXB NOMINAL RAFTER SPAN: 9-4' I j RAFTER SPACING: 16" _ ROOF MATERIAL COMPOSITE SHINGLE ARRAY 2 SPECS 6 6" NUMBER OF MODULES: TOTAL MOD.WEIGHT(lbs): RACKING WEIGHT 5RAY 2 LAYOUT ARRAY WEIGHT(lbs):: 6 302 2 SCALE:3/16"=1'-0" ARRAY AREA(Sgft): 105.7 N OFkq ARRAY DEAD LOAD(ibs/sgft): 2.9 NUMBER OF MOUNTS: 17 BRAY LAYOUT PAUL K. LOAD PER MOUNT(lbs): 17.8 1 SCALE: 3/16"=1'-O° ZACHER ARRAY AZIMUTH(") 255 TRUCTURAL y ARRAYTILT(°) 24 B 50100 NUMBER OF FLOORS 1 B -'-- ROOF 3SPECS O 1ST RAFTER SIZE: 2X8 NOMINAL SS/ONAL�G RAFTER SPAN: 9-4" RAFTER SPACING: 16" ROOF MATERIAL: COMPOSITE SHINGLE ARRAY 3 SPECS CONTINUE FROM ARRAY 2 NUMBER OF MODULES: 6 TOTAL MOD.WEIGHT(Ibs): 246 RACKING WEIGHT(Ibs): 56 7'-7„ 13._1" ARRAY WEIGHT(lbs): 302 ARRAY AREA(sgft): 105.7 SOLAR MODULE ARRAY DEAD LOAD(ID-4"): 2.9 ROOF 3 i NUMBER OF MOUNTS: 17 ARRAY 3 LOAD PER MOUNT(Ibs): 17.8 A ARRAY AZIMUTH(') 75 ARRAY TILT(") 24 IRONRIDGE XR1001 SYMBOL KEY: a� -J L-FOOT NUMBER OF FLOORS I RAIL QMSE-LAG SHINGLE -— RAFTERS COMPOSITE SHINGLE ROOF _ — 5"X 5/16"-LAG C FIRE CLEARANCE 2.5"MIN.EMBEDMENT PER R STRING CONFIG. SCREW CUSTOMER INFORMATION: C STRUCTURAL 2X8 NOMINAL,16 O.C. UPGRADES HEATHER B ROWE SOLAR MODULE 6" MOUNTING DETAIL 11 DANNORTH STRANDOVER, ET ® MOUNT ®p4 SCALE: NTS NORTH ANDOVER,MA 01845 BRAY 3 LAYOUT (978)836-0103/#2154102 ® SKYLIGHT 3 J SCALE: 3!16"=1'-0" ® CHIMNEY DESIGNED BY: REV#: DATE: PLUMBING OR ' ' ::.:j ° ATTIC VENT VALID.B 1 0 11/24/15 g p ATTIC VENT IIsUN6EMYINC.66 FRRNRLIN 5t SUITE»OOAI¢MIO.CAew6' ar ORFJNER Oetu:—Lo®uon:aawa-215a�025V151:wt Ske:llxt] iHESEORIWING5.5PECiFIWTIONS,AND DESIGNS ARE THE FROPERtY OF SUNGEVITYINC.NOPARTSHPLt BECOPIEDOR USED FOR OR WITH ANYOTHER WORR OTHERTHANTHE SPECiFIGPR0IECT FORYMICH THEY IUVEBEEN OE4ELOPEDWrtHOu]OURWRITTEN CON 1 2 3 1 4 5 ELECTRICAL KEY: MODULE ELECTRICAL SPECIFICATIONS INVERTER 1 SPECIFICATIONS (28)Trina Solar TSM-255 PD05.05 SOLAREDGE SE760OA-US ft BREAKER SHORT CIRCUIT CURRENT(ISC): 8.88 RATED WATTS(EACH): 7600 �— SWITCH OPEN CIRCUIT VOLTAGE(Voc): 38.1 AC OPERATING VOLTAGE(V): 240 0 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 'Tr EARTH GROUND STC RATING: 255 INTEGRATED DC DISCONNECT TT7 CHASSIS GROUND PTC RATING: 232 INVERTER I INPUT SPECIFICATIONS ——— GEC I DESIGN CONDITIONS NOMINAL CURRENT PER STRING(Inom): EGC HIGHEST 2%DB DESIGN TEMP(-C): 32 NOMINAL VOLTAGE(Vnom): 3so MIN.MEAN EXTREME ANNUAL DB(°C): -18 MAX SYSTEM VOLTAGE(Vmax): 500 A MAX CURRENT PER STRING(]max): 15 A MAX INPUT CIRCUIT CURRENT(Imax): 30 200A MAIN BREAKER (3)#8 THWN-2 (3)#8 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 4 METER AC DISCONNECT, (E)LOADS (N)SE7600A-US 6OAMP, NON-FUSIBLE, INVERTER W/INTEGRATED CUTLER-HAMMER, (E)LOADS DC DISCONNECTS DG222URB (E)200A GE MSP 1 STRING OF _AC LOCUS 40A 2P 240V 2 3- 1m 12 MODULES METER OPT.CURRENT=8.74A DC— OUTPUT LOAD LINE 1 STRING OF + 16 MODULES INVERTER OPT.CURRENT=11.66A 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):54°C=0.76 SE760OA-US MAX OUTPUT CURRENT=32A 240-200(MCB)=40A CONDUIT FILL(Cfill):0.8 BREAKER SIZE=32A x 1.25=40A=>40A 11 DANA STREET MAX ALLOWABLE AC PV BREAKER=40A NORTH ANDOVER,MA 01845 CONTINUOUS USE=Imax"1.25=15A (978)836-0103/#2154102 CONDITIONS OF USE=Imax/Tcorr/Cfill =15A/0.76/0.8=24.67A CONDUCTOR SIZE FOR 24.67A DESIGNED BY: REV#: DATE: INSTALLATION SHALL USE MIN.#10 AWG PV-3.0 VALID.B 1 0 11/24/15 sUxOEvm ixc.ea FPwxxUN ST.,VITE 11U OARL OCA We07 BYMOFONER THESE DRAWINGS,SPECIRCATIONS,AND DESIGNS ARE THE PROPERTY OF SUN-W INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORD OTHERTHAN THE SPECIFIC PROJECT FONWHICH THEY HAVE BEEN DEVELOPED WRHOUTOUR WRITTEN CONSENT a STRUCTURAL 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. 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. -�N CFI�SS q If you have any questions on the above, do not hesitate to call. PAUL ZACHER TRUCTURAL C-04 Prepared By: 50100 PZSE, Inc. -Structural Engineers .6/30 /STE� Roseville, CA S3/ONAI.EN 1 of 1 8150 Siem College Boulevard,Suite 150 + Roseville, CA 95661 * 916.961.3960 F 916.961.3965 • www.pzse.coM ELECT9It I ANS ISSUES THE FOLLOWING LICENSE AS A,-REG JOURNEYAAN ELECTRICIAN PANEL J MCGRATH Ig1,1 114 SOYLSTON ST MALM.MA eft-'fg9t' „ � MA 02148-7931 EN lAass a ftmcflF Of P D1i ty � „rz guard o1 Building r License. CSFA404878 3 DANIEL J MCGR11► ' "TH� ff YISTON ST f f 114 BO � MALDEN MA 02148 �• .. , f f , � 09/1612016 STATE OF '7�r�rnnrernanvi�/� �'��ftrr�n�rrl/3 trite orcoasumer Affairs&Business Regulation ME IMPROVEMENT CONTRACTOR ELECTRICAL UNLIMITED JOURNEYPERSON kgistration: 168524 Type: DANIEL J MCGRATH �� �k"xpiration: 317/2017 Individual 114 BOYI—STON ST DANIEL MCGRATH MALDEN,MA 02148-7931 , DANIEL MCGRATH 114 BOYLSTON ST FFEi E ESP{ MALDEN,MA 02148 Undersecretary LC.019,999333-E2 10/01/2014 09/30/2015 Gr1ED STATE OF MAINE DEPT OFr'PROFUSIONAL A F1NAN(ML REGULATION LlJE C" CAL I'I:I (,iNL[AKI'I"E!)C;t)tV'CItA�TOit .. EI.15MICIANV Ef"NING BOARD DANIEL) M CC R AT I-1 LICENSE#MS9OOW03 11,1 BOY°LS'ITON ST DANIEL MCGRATH' NIALDEN,NAA 021.18-7931 MASTER ELECTRICIAN ISSUED Aug 26,2013 EXPIRES'`Aug 31,2016 ELC;.O'�U1�a51=1 OS/31/2015 UI/30/2016 The Commonwealth of Massachusetts Department of Industrial Accidents a d I Congress Street, Suite 100 Boston,MA 02114-2017 J' www.mass.gov/dia `'Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly 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.Q 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. F1 Demolition 3.❑I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10E]Building addition 4.❑I 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.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.F—]Roof repairs These sub-contractors have employees and have workers'comp.insurance. 14.[Z]Other Solar Install 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 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 cois statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. f I do hereby certify under t e p 'ns an pen f er- that the information provided above is true and correct. �� � D L St nature: ate: 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(MMIDD/YYYY) ACO1?v CERTIFICATE OF LIABILITY INSURANCE F12/8/2015 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: PHONE 25 8204 (A1C,No): 714-625-8290 Asset One Insurance AIC,No,Ext): 714-6 575 Anton Blvd.,3rd FL ADDRESS: ara@solarinsure.com INSURER(S)AFFORDING COVERAGE NAIC# Costa Mesa CA 92626 INSURER A: Westchester Surplus Lines Insurance Company 10172 INSURED INSURER B: TRAVELERS PROPERTY CASUALTY COMPANY OF AMERIC 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. IN LIMITS TYPE OF INSURANCE POLICY NUMBER (MMIDD/YYYY) (MM rL7R INSD WVD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE 'OCCUR PREMISES(Ea occurrence) $ 50,000 MED EXP(Any one person) $ 10,000 A G27527966 001 11/10/2015 11/10/2016 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY JE0 LOC $ OTHER: g AUTOMOBILE LIABILITY (Ea accident) BODILY INJURY(Per person) $ ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS P $ NON-OWNED (Per accident) HIREDAUTOS AUTOS $ UMBRELLA LIAB �( OCCUR EACH OCCURRENCE $ 5,000,000 A X EXCESS LIAB CLAIMS-MADE G27527966001 11/10/2015 11/10/2016 AGGREGATE $ 5,000,000 5 DED RETENTION$ WORKERS COMPENSATION X STATUTE ER AND EMPLOYERS'LIABILITY Y/N E.L.EACH ACCIDENT $ 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE B (OFF Mandatory in NH)EXCLUDED? ❑y N/A 7PJU6 5650763 8-15 7/23/2015 7/23/2016 E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS below C Property ER07771654 5/26/2015 5/26/2016 $522,302.00 DESCRIPTION OF OPERATIONS/LOCATIONS/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 ACCORDANCE WITH THE POLICY PROVISIONS. Town of North Andover Attn:Building Department AUTHORIZED REPRESENTATIVE 1600 Osgood St., Building 20,Suite 2035 North Andover MA 01845 �� �.lL6'liLl7�1 O©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD TSM-DC05A.0 Honeyv IN BLACK DIMENSIONS OF PV MODULE TSM-DC05A.05 TSM-250 TSM-255 TSM-260 TSM-265 ELECTRICAL DATA @ STC DC05A.05 DC05A.05 DC05A.05 DC05A.05 941 mm Peak Power Watts-Prmx(WP) 250 255 260 265 _ Power Output Tolerance-PmAx(%) 0/+3 0/+3 0/+3 0/+3 o iuvcrov Bou I o Maximum Power Voltage-Viap(V) 29.8 30.1 30.2 30.6 rzAIHLArE u Maximum Power Current-lhwp(A) 8.38 8.48 8.61 8.66 o a-0v,z Open Circuit Voltage-Voc(V) 38.1 38.2 38.4 38.5 •uTtiio�r{o� Short Circuit Current-Isc(A) 8.91 8:98 9.15 9.20. 3 Module Efficiency r1m(%) 15.3 15.6 15.9 16.2 a STC:Irradiance 1000 vv/m'.Cell Temperature 25°C,Air Mass AM 1.5 according to EN 60904-3. E Average efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. E 3 .0 3 TSM-250 TSM-255 TSM-260 TSM-265 ELECTRICAL DATA @ NOCT DC05A.05 DC05A.05 DC05A.05 DC05A.05 Maximum Power-Prux(Wp) 183 186 190 194 Maximum Power Voltage-UPAPP(V) 26.9 26.9 27.0 27.2 6-3 DPW Wa rioLE A A Maximum Power Current-Ir.ePP(A) 6.89 6.93 7.04 7.13 11 DlR'1 tq:E 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 312mm 180 NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed1 m/s. Back View MECHANICAL DATA Solar Cells Monocrystalline 156 x 156 mm E Cell Orientation 60 cells(6 x 10) .E Module Dimensions 1650 x 992 x 35 mm Weight 18.6 kg 351nm 1 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 10°1 - Connector Original MC4 9 1000W m' 7.° K 6.m TEMPERATURE RATINGS MAXIMUM RATINGS 5'ro Nominal Operating Cell 44°C(±2°K) Operational Temperature -40 to+85°C v aro Temperature(NOCT) Maximum System 1000V DC(IEC) 2ro 200W/m Temperature Coefficient of Phw -0.41%/°K Voltage 1 ro Temperature Coefficient of Voc -0.32%/°K Max Series Fuse Rating 15A o.� 2001 30m 40,°1 Temperature Coefficient of Ise 0.053%/°K Voltage(V) WARRANTY 10 year Product Workmanship Warranty CERTIFICATION 25 year linear Power Warranty IEC61215/EN61215 (Please refer to product warranty for details) IEC61730/EN61730 IEC 627162 PfG 1917/05.11 co IEC 61701 DIN EN 60068-2-68 LC27Z. MCS BBA 0016 Z PACKAGING CONFIGURATION Modules per box:29 pieces , _ ^^� Modules per 40'container.812 pieces E PV CYCLE SO lar CAUT1014:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Trin-aso ©2013 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to change without notice. Smart Energy Together Ingle Phase Inverters for North America S 0- 1 a r SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US I SE380OA-US SE5000A-US SE6000A-US SE760OA-US SE10000A-US SE1140OA-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA ........................................... ................ ............... ............I.... ................ 10000 V240V ... 5400 @ 208V 10800 @ 208V Max.AC Power Output 3300 4150 6000 8350 12000 VA Baso e.24ov lo9so,@ zaov„ ........................................... ................ ............... ........ .. ..... ................ . AC Output Voltage Min:Nom:Max.(1) 183-208-229 Vac ............... ................. ................ ................ .................. .................. ........... ...................................... ................ AC Output Voltage Min:Nom:Max!') 211-240-264 Vac.. ... AC Frequency Min„Nom. :Max;(') . 59.3-60-60.5(with HI country setting 57:60-60.5) „ Hz .... .I.............. Max.Continuous Output Current...... .....12.5......1......16......1...21 240V...1......25.......1......32.......1...42..x.240V...I.......47.5....... ....A..... GFDI Threshold 1 A Utility Monitoring, Yes Islanding Protection,Country Configurable Thresholds Yes INPUT Maximum DC Power(STC) ....... ,,,,,4050 5100 .6750 8100 10250 13500 15350 W Transformer less,U n rounded......... ............... .............. ....Yes............ .... ....................................... ........... �..... Max.Input Vdc Voltage................... ................................................. .. ....500... .. ...... ........................................... ... Nom.DC Input Voltage................. ................ 325 @ 208V/350 @ 240V........ Max.Input Current(') 9.5 13 18 23 . .................. .............. Vdc 34.5 Adc ............................ . 1...............1..155,@ 240V..1................1................1..30 5�Z24O.V..1........... ....... ........... Max.Input Short Circuit Current Adc 45 Reverse 'a" rit Protection Yes Y........................ .......................................................................................................................... ........... Ground-Fault Isolation Detection600kQSen.sitiyity • ............ .......... .......7:�...... .....98:Z..... ................. .....98.3..... .....98..... 98 .. .. 98...... ..... 97.5 @ 208V I I 97 @ 208V CEC Weighted Efficiency 97.5 I .....98......I. 97.5 97.5 97.5 ................ . 98. 240V.. ..... ......... ..97 5�,240V.. ....... ......... ........... Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) ..................... ............................................. Revenue Grade Data,ANSI C12.1 Optional(a ....................................................... ....I...... .............. ..................................I. al Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed STANDARD COMPLIANCE Safety UL1741,UL16996,UL1998;CSA 22.2 Grid Connection Standards IE E1547 ....................................... ..............I.............................. ....................... ......... ......... Emissions I FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4”minimum/16-6 AWG 3/4 minimum/8 3 AWG ........................................... g..... DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/ AWGran e 3/4"minimum/1-..strings/166AWG 14-6 AWG,,,,,,••,,,,, ,,,••„ Dimensions with Safety Switch 30.5 x 12.5 x 7.2/775 x 315 x 184 30.5 77 x 12.5 x5 x 315 x 260 / in/ (HXWXD)................................ ................................ ................................................... ..................................... ... D?P?.... Wei�htwith5afetYSwitch 51..2/23.2........ I ,,,,,54:7/24.7 ....,...,.,,88:4/,40.1............ ..Ib/,kg_.. Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user replaceable). ..................................... ........... Noise <50 deA.... ..........P.I........................ ....................................................I.............. . Min.-Max.Operating Temperature -13 to+140/ 25 to+60(40 to+60 version available(51 'F/'C Rang?................................... .......................................................................................................................... ........... Protection Rating ......................................................NEMA 3R 0)For other regional settings please contact SolarEdge support. ('(A higher current source may be used;the inverter will limit its input current to the values stated. (a)Revenue grade inverter P/N:SExxxxA-US000NNR2(for 760OW inverter:SE760OA-US002NNR2). (4)Rapid shutdown kit P/N:SE1000-115D-Sl. (s(-40 version P/N:SUA-USOOONNU4(for 760OW inverter.SE7600A-U5002NNU4). sunsaEc E�' ;# �+ IRONRIDGE Roof Mount System �i°s - - - - XR10 Rail XR100 Rail XR1000 Rail Internal Splices V' 4 � 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. Mum 6'spanning capability • 8'spanning capability 12'spanning capability • Self-tapping screws Moderate load capability • Heavy load capability Extreme load capability Varyingversions for rails ZEN Clear&black anod.finish Clear&black anod.finish Clear anodized finish Grounding Straps offered iN --- FlashFoot Slotted L-Feet Standoffs Tilt Legs t 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 IronRidge 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'S 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. e t *7 Strength Tested I& PE Certified All components evaluated for superior Pre-stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and 6—mw-coni structural performance. 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 Easytop-slot mounting Snap-in Wire Clips Sizes from 1.22"to 2.3" Reusable up to 10 times Eliminates pre-drilling Perfected End Caps Class A Fire Rating Design Software Optional Under Clamps Mill&black stainless Swivels in any direction UV-protected polymer IN11 Certified to maintain the fire resistance Online tool generates a complete bill of is Ce Fescu ces rating of the existing roof. materials in minutes. Design Assistant :�A , NABCEP Certified Training Integrated Grounding 20 Year Warranty Go from rough layout to fully m Earn free continuing education credits, engineered system.For free. 41 1 while learning more about our systems. UL 2703 system eliminates separate Twice the protection offered by Go to lronRidoe.com/rrn 9 Go .o module grounding components. competitors. ronidg.co Era€nira DocuSign Envelope ID: 133D4B1B-4241-49AA-A339-4BE404BADF30 Suri run EXHIBIT A SOLAR FACILITY ADDENDUM CONTRACT P87A1VR1AAARKE1 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 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 orA-US 0.975 1 Array 3 SolarEdge Technologies SE6000(240V)w/-ER-US or0.975 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) Pagel of 2 DocuSign Envelope ID: 133D4B1B-4241-49AA-A339-4BE404BADF30 sunrun 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. ASSIGN M ENT 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; row,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: �er ka DocuSigned by: FE783DC94F41 D Signature �'g]RlG80f3D66441 E... John Machulak Zak Federer Name Name sunrun operations A,--utharized Agent Title Title 10/29/2015 9/29/2015 Date Date 09/29/2015 P87A1VR1AAARKE1-H(Custom PPA Fixed) Page 2 of 2 In STRUCTURAL 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. 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. IN OF4tqsS If you have any questions on the above, do not hesitate to call. PAUL K. goyG ZACHER Prepared By: TRUCTURAL 50100 PZSE, Inc. -Structural Engineers po �isTE� Roseville, CA �SS/ONALENG\� 1 of 1 8150 Sierro College Boulevard,Suite 150 • Roseville, CA 95661 . 916.961.3960 P 916.961.3965 • wvnv.prse.com DocuSign Envelope ID:5C6FOF7D-0132-4D77-A247-8636E8489E4D sunGEVITY' Homeowner's Agent Authorization Form State of Massachusetts 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. Customer Signature: 11 uS* d b rmosswr5064513... Date: 11/9/2015 Print Name: Heather B & Frank Rowe Sungevity MA Home Improvement Contractors License # 168430 66 Franklin Street, Suite 310 p 510,49&5500 866.SU1q,4AL1- Oakland, CA 94607 USA f 510,496,5501 VYQV VV",U P I v CNe 1 2 3 4 5 PHOTOVOLTAIC SYSTEM SHEETINDEX PV0.0 COVER AND SITE PLAN 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 PV MODULES: (28)Trina Solar TSM-255 PD05.05 A INVERTER(S): (1)SolarEdge SE7600A-US ---- PROPERTY LINE KEY: NE— --- CONDUIT RUN Q INVERTER ---- DRIVEWAY O SUBPANEL SCOPE OF WORK: --- FENCE ❑� OC DISCONNECT INSTALLATION OF A SAFE AND CODE-COMPLIANT ROOF 1 FIRE CLEARANCE AC DISCONNECTSTRUCTURAL GRID-TIED SOLAR PV SYSTEM ON AN EXISTING ARRAY 1 UPGRADES JUNCTION BOX RESIDENTIAL ROOF TOP. SOLAR MODULE O MONITORING UNIT O MAIN SERVICE PANEL Q COMBINER BOX Q UTILITY METER ROOF ROOF 3 Q PV METER OBSTRUCTION ROOF 2 ARRAY 3 APPLICABLE CODES: ARRAY 2 2014 NEC 2009 INTERNATIONAL CODES WITH MA ROOF MOUNTED AMENDMENTS CONDUIT i I I CONTRACTOR INFORMATION: B UNITED SOLAR ASSOCIATES MALDEN 452 PLEASANT ST. v MALDEN,MA 02148 I i JURISDICTIONAL INFORMATION: i g NORTH ANDOVER,TOWN OF I MPIN 1600 OSGOOD ST. tNORTH ANDOVER,MA 01845 NOTES TO INSTALLER: LOCATION OF MAIN SERVICE PANEL INSIDE BASEMENT FOR INSTALLER USE ONLY POST INSTALL SUNEYES REQUIRED? NO SS I CERTIFY THAT NO CHANGES HAVE C C pp NP BEEN MADE TO THE ARRAY LAYOUT: \ CUSTOMER INFORMATION: HEATHER B ROWE 11 DANA STREET ANOVER,MA SITE PLAN N NOR(978)T36-0103/#215 102845 SCALE: N.T.S. - ry DESIGNED BY:IREV#: DATE: VALID.B 0111/24/151PV-0.0 SUNGEVRYINC.66FRANKUNSTSUITESICOAKLAND,CA-07 By MGREINER THESE DRAWINGS,SPECIFICATIONS,AND DESIGNS ARE THE PROPERTY OF SUNGEVITY 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 WITHOUT OUR WRITTEN CONSENT 2 3 4 5 -MO—DULE SPECIFICATIONS (28)Trina Solar l W-25.*vu05m MODULE WEIGHT: 41 MODULE LENGTH: F4_95 ROOF -WIDTH: 39.05 _ 34'-2" CONTINUE TO ARRAY 3 .F NWPECS RAFTER SIZE: 2X8 NOMINAL 5RAFTER SPAN: 11'-11" I3'-1 RAFTERSPACING: 16" _-qg— COMPOSITE SHINGLE A ARRAY 1 OF M.� ROOF 2 [7N ER I.I.E. 16 S): AR 656 A RACKING WEIGHT Qb.): 118.6 ARRAY WEIGHT(Ibs): T74.6 ARRAY AREA(.qft): 281.8 ROOF 1 ARRAY2.7 1 ARRAY DEAD LOAD flbs/sqn): NUMBER OF MOUNTS: 32 �ir k;i LOAD PER MOUNTOISS): j 242 ARRAYAZIMUTH(') 165 ARRAYTILT(-) NUMBEROFFLOORS a5 jO OF 2 SPECS RAFTER SIZE: 2X8 NOMINAL j RAFTER RAFTER SPACING 816" OOF MA LKIAL: I COMPOSITE SHINGLE ARRAY 2 SPECS 6" NUMBER OF MODULES: 6 (Ib.): 246 RI;ZAY 2 LAYOUT RACKING WEIGHT(IISS: 56 SCALE'. 3116"--V_0" ARRAY EIGHT Ilbs): 302 ARRAY 1 LAYOUT ARRAY WEIGHT 105.7 ARRAY DEAD LOAD lbs/sqft): 2S SCALE: 3/16" V-0" PAUL K NUMBER OF MOUNTS: 17 LOAD PER LAOUNTob.): 17.8 B ZACHER ARRAY AZIMUTH(') 255 TRUCTURAL ARRAYTILT(-) 50100 NUMBER OF FLOORS L B R.—..... O 4 NAL, RAFTER SIZE, 2X8 NOMINAL RAFTER SPAN: g-4^ — RAFTER SPACING: 16" CONTINUE FROM ARRAY 2 ROOF MATERIAL: ARRAY 3 SPECS NUMBER OF MODULES: 6 T-7"' IT-V TOTAL MOD.WEIGHT(Ibs): 246 RACKING WEIGHT(IISS): 56 ARRAY WEIGHT(lbs): 302 ROOF 3 SOLAR MODULE— ARRAY AREA(.qft): 105.7 ARRAY 3� ARRAY DEAD LOAD(Ibs/sqft): 2.9 NUMBEROFMOUNTS: 17 LOAD PER MOUNT(Ibs): 17.8 SYMBOL KEY: ARRAY AZIMUTH(-) 75 IRONRIDGEXR100— TILT(-) ARRAY RAIL L-FOOT— 1 NUMBER OF FLOORS Y"L"_' NUMBER E' '6 6'%"8 -4 LIMB OF MODULES: I� 2 242 S V N M.E R p0l I L..RL NUMBER F Ibll 246 WEIGHT " RACKING 0 TOTAL MOD CK'NG WEGH lb 56 ARRAY WEIGHT(IDS). :'1)2 EA'S, A AR 2 9 S, RAY _.LoE2 ARRAY AD NUMBER OF MOUNTS. LOAD PER MOUNTOIDS) ARRAY . TH(.) ARRAY TILT" 124— OMPOS TE RAFTERS NUM.EROFIL..RS QMSE-LAG SHINGLE— ROOF FIRE CLEARANCE COMPOSITE SHINGLE 5" X5116"-LA I G STRING CONFIG, 2.5"MIN.EMBEDMENT PER STRUCTURAL SCREW C UPGRADES 2X8 NOMINAL,16 D.C. CUSTOMER INFORMATION, C3 SOLAR MODULE (8) MOUNT HEATHER B ROWE MOUNTING DETAIL 11 DANA STREET X SKYUGHT (—,—\AIRFZAY 3 LAYOUT 4 SCALE: NTS NORTH ANDOVER,MA 01845 CHIMNEY 3�116-=V-0" (978)836-0103/#2154102 PLUMBING OR ATTIC VENT El ATTIC VENT DESIGNED BY:JEE"#. DATE: SUNGE—NO.66-N ST SUITE 31D CA—D,-S7 OT:.—ER D- R--11-1 Ell E-IT— VALID.B 1 0 111/24/151 PV-2.0 THESE DMWINGS,S-111ATIONS,ANO DES-SARE THE PROPERTY OF SUH.-Ty HO.H.PMT—SE C-1—USED MR OR WITH-Y OTHER WOW OTHERTHAN THE SPECIFIC W-1—MRWHICH THEY—E BEEN D—011.W—UT—WRITTEN CONSENT