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0061 MITCHELL'S WAY
` // / / / .0 / vv __ -_._ - --- - - � - --t \ y. R III h h .J _. ..... "m Y r tM[ o TOWN-OF BARNSTABLE' ..Permit No. ..3.36.6..9....... BIJILM&G DEPARTMENT ,. { ,.,,n ✓' r TOWN OFFICE BUILDING Cash .... s N/A HYANNIS,MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY 'Issued to William Fletfi cher Address Lot #7, 61 Mitchell Way Hyannis, Mass. USE GROUP �,.- FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED !BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTSAND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. 1 �7une...2$e........ 19................. .... ..................... Building Inspector S { r TOWN OF BARNSTABLE,`MASSACHUSETTS Y . r L D 1 N G PEA MIT A=290-157 _DATE April 17 90 1V®. 3tJ2 �9�a 19 PERMIT N0. �> .'.APPLICANT OWTl@'1 ADDRESS - - OW.ne IN0.) (STREET) (CONTR'.S.LICENSE I'.7 PERMIT TO Bu11Q QwellixIlj; ( �- ). STORY Single family dwelling 'NUMBER OF DWELLING UNITS ATYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) 10t 1/7 61 Mitchell Way, Hyannis "ZONING IN0.) (STREET) DISTRICT .BETWEEN AND (CROSS STREET) - (CROSS STREET)...: SUBDIVISION. tOT LOT BLOCK SIZE :. BUILDING.IS TO BE FT.-WIDE�BY, - .FT..'LONG BY FT'�•IN HEIGHT AND SHALL CONFORM INFCONSTRUCTION , TO TYPE, USE GR OUpr rBASEMENT MALLS.OR'FOUNDATION: (TYPE) ^. Sewage #89-117 REMARKS: N�/fA AREA OR 1566 60.. ft._ PERMIT 4 /.tQi..S0 VOLUME ESTIMATED COST $ FEE ✓(CUB IC/SO UARE FEET) 'OWNER ADDRESS Fletcher ..� - ADDRESS '' +�a'o�..... -5145 -lint StST1 -Lrl. 'BU'ILDING DE-PT. / r`fY' O 8 y 1 BY'. - r . . .. ,... OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE , INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FORELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. - MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. '- 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO BEFORE FINAL INSPECTION HAS BEEN MADE. ' 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 I I 2 2 ���,� 1 P l�• 2 ,, m . �= CA 3 A5- HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT OTHER BOARD OF HEALTH a f WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT 'd!L L BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTIOP' PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. Z tJ� t�► J 511 5'34 . �i3'i ,� E 3�6�31 /g9 +0 /10 � TT 5 0ti F D s a OOD ZONE: T" RES. ZONE "RB" FOUNDA TION CER TIFICA TION T ft' BARNSTABLE SCALE' - PLAN REF.• _ ELEVA. TION' / CER TIFY THA T THE A 3 0 VE ` 'YANKEE ® SURVEYORS FOUNDA TION /S L 0CA TED ON =� ���H of P� fq� LAND THE GROUND AS SHOWN, AND PAuL A. ti coNsvL rAN rs lrs POSiTioN • � nr y I43 ROUTE /49 CONFORM TO THE ZONING LAW Na.32098 SETBACK REQUIREMENTS OF aoss�o�P� P.O. SOX 265 RNSTABLE lgNO SUA �Q MARSTONS MILLS, MA, 02648 1-20-199 146 1864 PA UL A. MERI Tl IEW, R P.L.S, oa rE� UMBER p SESYSTEII�MUST SE Assessors office (lst floor): / 0 ALLED IN CGMPL.IANCE �Q o�TNE'To 0 Pasesso?'s map and lot number ..��.................................... . Board of Health (3rd floor): T .E Jr fO Sewage Permit number ... ... ..................ENVIRONMENTAL CODE AND i 336H39TODLE, i Engineering Department (3rd floor): �- i ��S', , TOWN REGULATIONS Maio �i' cv �o House number '........................................................................ °,►jFG YAy a Definitive Plan Approved by Planning Boa`rd ------------------------_-------19:_______ . APPLICATIONS PROCESSED .8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE • A P p R o " E ° ILDIHG INSPECTOR . �, • - rn ble Conservation Com ss ,9 APPLICATION FOR PEBMIL_TO ......:...... ................. ..!�S<....:/. ........... . Date —' %�..... �........ ..... Signed V TYPE ,OF CONSTRUCTION .................................��::...........................:................................................. TO THE INSPECTOR OF BUILDINGS: The undersigned. hereby applies for a permit according to ,the following information: Location ...................�1.0..1.......:.......� ..................././/.�1 C' ?.E' 1.... Proposed Use .................................................................... Zoning District .........Fire District ...... ..... 5........ ................................ Name of 0wnerCN...b�/ ?. :7.1.l.....l.C.40. .................Address .G/1IT. Name of Builder W.�..�.�� !?')�- /'° .Q.K.... ...........Address' ......... Name of Architect ..................................................................Address ................. Number of Rooms' ............ ...................................................FoundationyGc!L!(i4...4�Ti�/ix.................................. EXlerlOr Roofing ......... Floors ... ................................:.....;....:.................Interior ........�`........'�0"! --.....:.......................................... Heating .....~.. '. .:. 7 ��- ........ ..............Plumbing ............�.c. ..`' i!"( ..................... 0 Fireplace ' .............................................t.................:.....Approximate Cost................. �. ...... :...... Area (r1....s Diagram of Lot and Building with, Dimensions t qj ) y�yb Fee 7O 4�44 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS - Thereby agree to conform-to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... .. ..... Construction Supervisor's License ...... .�.©.. . FLETCHER, WILLIAM BUILD- 336 Rio ......... 69..69. Permit for ..DWG LLIhIG........... Location .....G.1-M.itchall-I..Wa ._...................Ryan.n.is,..........,,......... ....::.......... _r Owner~...t^1?.�,1..7 c .:F.lce.r.. ........... l i Type of"Construction :..Wo©cl -•Fr. ame - - _ t :.................................... ................... Plot :................... Lot ............................. Permit Granted ..Apr d...1-7.................19 90 Date of Inspection .......... _ `Date Completed .......�............ ..........19 s Y . ' M ) �• 1 - . a +",x'�FZ#'.�r..v^°•�..ti�ax"d7Ya3�Lt�;'�A`.w,..t'.�txf,5�_'4i•+'w'��'•l�k.+�.t1��1'�:"SS�!sY'td -4:.��tiii�yG� `�#1��,ns,/ "�'•a"ikt'�d.S��',E4+=�..i+.-.t', .C:a r,tr» �i�'�-' r Assessor's office'(lst floor): j) p4 ��� A�sessor+s map and lot number . .. T / ..oF trE Tod Board of Health (3rd floor): Sewage Permit number ... ..,..;......................... >; 33AUSiAXLE, S Engineering Department (3rd floor): �/- / FS, c rasa• �-i' ^. p 2 3.9• 9� House number ........................................................................ �oYPY°� Definitive Plan Approved by Planning Board --------------------------------19-------- . APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only r TOWN OF BARNSTABLE BUILDING INSPECTOR Fi � APPLICATION FOR PERMIT TO ............... ,1`- � �.......... Gt/C�tGy1 ..............�......................... r _ A _. TYPE OF CONSTRUCTION ...............................`" ...............?.........................................................................�........... ................. ........... .........19""../.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: . � Location ...................4.�1.. .............. ............................................../.............:. !..................................................................... "�►i/ Jam' �P� / �"- ProposedUse ...............�............................................................................................................................f. .. ......................... Zoning District !` ...............Fire District . 7`�JCf'ij771 S ............ .......................................... .............................................................................. ........ .II...................... ..........................Address .................................................................................... Name-of Owner� ' Name of Builder .w.l.!.I�Q!�✓� ./� .. .fl ...............Address Nameof Architect ..................................................................Address ..........................e�........................................................ Number of Rooms ............17..................................................Foundation -- t!iGvL!lr�... .C/LFa'� ............................................ Exterior ....................................................................................Roofing .........4. ... ............................................................ Floors ............!................. .........r..........Interior .......�l .............. V /.. 1 Y Heating .... `....7 �- �(. ............. Plumbing ........ .. Ct..1.... ....................... (Fireplace ...................................... !..........................................Approximate CosT ..a"..............(J.. .. „`!.,!!,, ...................... Area .......................................... Diagram of Lot and Building with Dimensions t - �' � Fee ............................................. F 1 tit f k i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 0, vp� Name ........ ......�6..... ................ _ U Construction Supervisor's License ......�0 I n FLETCHER, WILLIAM _ A=290-157 Y BUILD No .....3.3.66.9 Permit for ..,DLaI)LL,INGz.....•....•• s ........ S.i ng.l.e..F am.i.ly...D.wc 1.1.in�g....... Location .....61...M1.tch.e1.1...Way....(Lot...7.) ......................H a-nnl.g....................................... Owner .........Wi-Iliam-F-le-tchar............... Type of Construction ...........Wood...Fr a.-me.... ............................................................................... Plot ............................ Lot ................................ Permit Granted .....AP. .il—.17..............19 90 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT COMPLETED 111 i� P7 9 l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Ab Parcel Application Health Division Date Issued Conservation Division Application Fee �" d Planning Dept. Permit Fee��� Date Definitive Plan iV T. rApproved by Planning Board BUILDING DEP Historic - OKH U _ Preservation / Hyannis W/) mr° an 7nis Project Street Address tc? TOWN OF BARNS TABLE Village A_fN'1 lS Owner bbnoy c`r1�( c c6 �n c� 5er-Address 1 &4 lAlzri-q Telephone Permit Request e LV/0 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay J Project Valuation l�� Construction Type �'Jy Lot Size Grandfathered: ❑Yes R-NO If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure ` (S Historic House: ❑Yes O-No On Old King's Highway: ❑Yes A No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: - 1-. existing _new Total Room Count (not including baths): existing new f First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other L('ventral Air: ❑Yes ❑ No Fireplaces: Existin�New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new siOrpool: ❑ existing ❑ new siz4 Barn: ❑ existing ❑ new size4V Attached garage: ❑ existing ❑ new siz*hed: ❑ existing ❑ new sizes Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑YeYess *o -If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nam I1 CW060Q a Telephone Number Address License # 6 5 yb� �11r115 0)-( 6 y Home Improvement Contractor# Email c endn= Worker's Compensation # kC 0 1 cz)1, LL CO RUCTION DEBRIS RES LT!NCGOM THIS PROJECT WILL BETAKEN TO c� ! ( - i SIGNATURE DATE w oZ lS a a FOR OFFICIAL USE ONLY -•+ .�: APPLICATION # DATE ISSUED ` MAP/ PARCEL NO. ADDRESS VILLAGE OWNER T DATE OF INSPECTION: * FOUNDATION FRAME INSULATION ' FIREPLACE a? ELECTRICAL: ROUGH FINAL -PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING _ DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envelope ID:67A82B4D-592D-4D64-8C22-318BDE6D6304 � J PPA SolarCity I AMENDMENT t Customer Name and Address Installation Location Date Donovan Fraser 61 Mitchells Way 12/28/2015 r Rose Fraser Hyannis,MA 02601 61 Mitchells Way Hyannis,MA 02601 Congratulations! Your system design is complete and you are on your way to clean,more.affordable:energy. Based on the information in your System design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA").The amendments are as follows: • We estimate that your System's first year annual production will be 3,340 kWh and we estimate that,your average first year monthly payments will be$34.80.Over the next 20 years we estimate that your System will produce 63,730 kWh.We also confirm that your electricity rate will be$0.1250 per kWh,(i.e.electricity rate$0.1250 and tax rate$0.0000). Your electricity rate,exclusive of taxes,will.never increase more than 2.90%per year. By signing below,you are agreeing to amend your PPA and you are agreeing to all of the new terms above. If you have any questions or concerns please contact your Sales Representative. Customer's Name:Donovan Fraser Power Purchase Agreement Amendment DocuSigned by: - - - Signature: ,/bhOµA�t. YASt,Y 20 33 BK145, - SolarCity Date: 1?/?R/?m S approved Customer's Name:Rose Fraser DocuSigned by: - tl` Signature: . Signature: $�rast,Y Lyndon Rive, CEO 98E86E693164463... - - Date: 12/28/2015 Date: 12/23/2015 } 3055 Clearview Way,San Mateo,CA 94402 l 888.765.2489 solarcity.com Power Purchase Agreement Amendment,version 2.0.1,June 25,2015 Contractor License'MA HIC 168572/EL-1136MR • ' i Document generated on 12/23/2015 ' 1434033 +NM►��cnwMet� O�rn�nae+*t o+owa�liofis+r iloxro o�ltuvl�np Nsgvitt�l►a�u Sttrt�a�sMM► . teewta C3-108B1b JASON PATRY set gMWA tT DRIVE Abington MA 02331 +tee nr..wis� 0Tl0 none -- llmeeorConumerAffaiN&Ba lumReea.doa 1 H0MMPROHBi6MTCONTRACTOR 1, Win; (eats 2 ry Exptrafta. 3f8f2Gt7 Suw mem C' SOLAR CM CORPORAIMN JASON PAT" f 24 a mAww STREET w vm MkBOROII K MA 0175d Uodeeuereterr r•, r <� c�i7-rrt �trc�c�trl14 a Cz11r. cr, 1 / 1 Office of Consumer Affairs d Business Regulation 10 Park Plaza - Suite 5170 Boston,Massachusetts 02116 Home Improvement,Contractor Registration Registration_ 168572 Type: Supplement Card SOLAR CITY CORPORATION F ' y Expirations $/8/2017 :-,4 .: y CHERYL GRUENSTERN - 24 ST MARTIN STREET BLD 2UNIT 11•.� ''' MARLBOROUGH, MA 01752 ,Update Address and return card..Mark reason for:change. SCAI :. zota M s Address Renews! Employment Lost Gard :,�r T�tVKTJi ir/rr(i�//i r/�//rr.i•a�r/I�i;(//: -. Mce of Consumer Affairs&Business Regulation eg License or registration valid for individul use only Mt OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Pp Boston,MA 02116 SOLAR CITY CORPORATION CHERYL GRUENSTERN 3055 CLEARVIEW WAY SAN MATEO,CA 94402 Uoderseeretary "ot valid without signature _ : t The Commonwedih ofMassacltusetts Department of Industrial Accidenft I Congress Street,Suite 106 Boston,MA 02114--2017 f www.massgav/due Workers'Compensatlon Insurance At>tida%it:Builders/Contractors/Eleetri om/Plumben. t TO BE FILED WITH THE PERMITTING AUTHORITY. AtH►ticsnt Information Please Priett l,e¢Fbly_ NaM(BibinmetOrgaaizalini-dindividuat): SularCity Corporation 4 Address: 3ID55 Clearv+ew Way City/State/Zip. San Mateo,CA 94402 phone#: 1888}YS5-2489 Are ymrao emploW.Cheek the xppropride box: Type of project(required): 1.01 sm aanft1a wi4t 15,000eMjoycm(roll aualorpast-ti�e).x 7. New construction 41...1 I an a sole proprietor or partnership and lime so emloyces workiue,for su in 8. E]Remodeling anytapac y.(No,watkeo'comp.insurance mquired.l J ❑ 3]lama b> a, cdoinall WMkmpdr.l eworkesCO .insvmaeeroaircdj► 1D ]Building a ddition 4.[]l am a hamcowaer and will W hiring cxatlractors to conduct all work on my proM. l will evout"oil rxurlractars oilber have woruq,compensation insunmeeerare sole 11.0 Electrical repairs or additions propfletors with no mq&yet.. 12.[]Plumbing repairs or additions 5o I am a gemxal.a mractor&d t have tared the sah<untractom listed on the attached street I3.❑Itoaf repairs Tbftc mb comrav�ton have mnployms and have workers'comp.nrswaace t ti.Q We are a ration and its offw m have exeraked their right of exemption per MGI.c. 14.DOther solar panels 15Z§1(41 mW we have no employees,[No workers'con.lasureaec regaircd.l *Any apgtimn"checles box tti mast also rill out the sedieu below showing their worke&cowftwim policy ipfM=flort. *l iomeovrms m o sa rods ltas affidavit igdiaft they are doff all worst and Ilea We outside eattracton mash submit a now aMdavit indicating such. !Courtrnows Ow check this box rmw attached an adOwnal sheet showing the sauna of flz sub-emrttacim and was wh d w or nat those entities have employces. Ifthe fin-contractors have anployccs,lhey must rovidc their wMkca'c omp policy s nttber t am an 0*10yer Aw is pmvidil g workers'Compensatien irt?surartce f9r ray e,nrpwyCM Rdom is the palir y and jab site irrjrrm�rotr~ Insurance Company Name:American Zurich Insurance Comliany Policy#orSelf-hm Lic./#: WC0982d95-OQ Expiration Datc: 911/2016 Job Site Address: 61 Mitchell's Way City/StaWZip: Hyannis,MA 02661 Attach a copy of Ills workers'coropeogation policy deelaraatiain page(showing the policy number and expilrat[ott bate). Failure to secure:coverage as required under M:OL e. 152,§25A is a criminal violation putisluble by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in due form ofe STOP WORK ORDER and a fine of up to MUG a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby semi under Ike parrs anc(penalties of perjury Ikat Me lnjorma&n provided above Is true and correct. ason Pa . December 29,2015 Oj/icid use only. Do not write in this area,fe be eompleted by elly or toner o,,(fldaL City or Town-' Permit/License# Issuing Apthotrity(circle one): 1.Board of Health 2.Building.Department 3.CdyMwn Clark 4.Electrical Inspector S Pli mbiog inspector . 6.Other Contact Person: Pbove#: AC RDA " DAIMIM CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. 4 IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the poliGy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the Policy,certain policies may require an endorsement., A statement on this certificate does tun confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER ti CONTACT MARSH RISK&INSURANCE SERVICES AN(E: .11 .. 346 CALIFORNIA STREET,SUITE 130D ~, PHONE qK c- .. _ '., - _ fA1C_No.Exlk ..... .. . . ....... ...... .. .......' �Nnk .. CALIFORNIA LICENSE NO.0437153 EMAIL SAN FRANClSCO,CA 94104 nflCREs :. -...—. - -...- Aft Shamon Scott 4t5-743-8334 t 1N9URER(S)APF6RDINDCOVERACiE..... ._ �C$ 99M01-STND-GAWUE-W18 MURER A:Zurich American Insurance Company 1f 6535 . SolarCdty corporation - INsuR R s NIA A 3065 Clearwew Way INSURER c NA .�VI' A Sarl Malsp,GA 94402 iNsuRER D American Zurich Insurance Company 142 INSURER F COVERAGES CERTIFICATE NUMBER; SEA-00271383"8 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY C014TRACT 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. — —' TYPEpFINSURANCE � � -'�ADDCrSUFfii PdLICYNUfdHER .� .. ..POLICYEFF PO+IC�Y� LIMITS L1R i A I X 'COMMERCIAL GENERAL LIABILITY GLOD182016-00 09@112015. 091MI12016 FACH OCCURRENCE S 3,000,000 F... . .. ----- - DAMAGE TO RENTED i CLAIMS-MADE n OCCUR X tSIR:$250,WD I MED EX P(Any or�.pessoi!1... 5 3000,000 PERSONAL&ADV INJURY . 5 GEN'L AGGREGATE LIMIT APPLIES PER 4 GENERAL AGGREGATE T S 6�,0 ( (( PRODUCTS-GOMP/gPAGG S_.. :._ 6.Q�,000 X]POUCY L.... JECT l... 'LOC OTHER, - S •. COMBINED SINGLE 5,�� A AIITOMD9rLELtABLLkTY. :BAP016ffi]7.00 a 09A1I2016 091011aD16 s lx�_ ANYAUTO GODLY INJURY(Per pe san)ALLOMEDSCHEDULED ALrT05 AUTOSBODILY INJURY(Per acadeng SHIRED AUTOS X,.. AUTOSED ''� CflFAP1COLL DED. 3 $5,0gp UMBRELLALIAB OCCUR: f EACH OCCURRENCE 5 , _... EXCES&LIAB CLAIid5-MADE AGGREGATE 5 —- - OED j RETENT ON S - g p W elteRs COMPENSATION IWC0182014-10.(ADS) 09101015 1091011d016 X.l_�?gT.uTE_ ._..,�L AND EMPLOYERS LIASU.ITY A YIN V=82015A0 MA 09/01015 I09f0112016 ANY PROPRIETORIPARTNERIEXECUTIVE �)T 1 A { E.L EACH ACCIDENT S 1.000 OFMCERItAEMSER EXCLUDED9 i -'_ (111aneatory In NHi WC IIEAliCT1B1.E:$50D,EI0D. y - E L.DISEASE.EA EMPLO S 11000 000 it ea.describe under x - - y •1 _.. ._ 'DESCRIPTION OF OPERATIONShelow' j E.L.'DISUSE-POI CYLIMrf S 1, DE"FPTION OF OPERATIONS I LOCATIONS TV�NICLES WARD 191,AddHTona1 Remarks Schedure,Maybe atfachod a rrroM space(a raqurredl Evidence of Insuuance. t CERTIFICATE HOLDER CANCELLATION i SdarCity Corporation SHOULD ANY OF THt:ABOVE DESCRIBED POLICIES 8E CANCELLED BEFORE 3055CIearvu w Way z THE EXPIRATION DATE THEREOF, NOTICE 11Y8_L:,8E DELIVERED. IN San Mateo.CA 99402 ACCORDANCE VflTH;THE POLICY PROVISIONS- ` AUTHORIZED REPRESENTATIVk of Marsh Risk&Insurance Services Charles Marmolejo 'it".' �..^- 01980-2014 ACORD CORPORATION. All rightstre"rved., ACORD 2512014101) ',The ACbRD name and logo are.reg(stered marks of ACORD 3 Version#53.6-TBD op„�O�a�Clt December 21,2015 r „ _ A RE: CERTIFICATION LETTER Project/Job #0262462 JASON WIL IRIS Project Address: Fraser Residence � TaMAN 1+ 61 Mitchells Way § 0 STRUCTURAL sn Hyannis, MA 02601 No:51554 AHJ Barnstable SC Office Cape Codl Design Criteria: 21/2015 -Applicable Codes= MA Res.Code, 8th Edition,ASCE 7-05,and_2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1: Roof DL= 10 psf, Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL= 8.7 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.18757 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed bya site survey team from SolarCity.. F. Structural evaluation was based on site observations and the design criteria listed above. . Based on this evaluationI certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions, adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. ,r Digitally signed by Jason Toman Date: 2015.12.21 17:13:29-07'00' .3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL CITY F(650)638d-1029-solarcity.com� AZ ROC 2437TI.CA CSLS 888104.CO I C 8041;CT HIC 0632778.DC HIC 71101486,00 HIS 71101488.HI CT-29770,MA HIC 168572.MD MFIIC 128948t HJ WH06160800. - OR CCS 180498;PA 077343,TX TDL R 27006.WA GC.:S0LARC'919o7.0 20i3 solpraty.All tl9hts reeemed. - 4`i!a Version#53.6-T8D V,SolarCity. HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 64" 24" 39" NA Staggered 77.7% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 48" 17" 65" NA Staggered 97.0%' Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPi Stick Frame @ 16 in.O.C. 450 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA 0SLI3 888104,00 EC 8041,CT HIC 0632778,DC HIC 71101488,DC HIS 71101488,HI C1• 9770,MA HIC 168572,M0 MHIG 128948.NJ 13VH06180600, OR CC13 180498,PA 077343,TX TOLR 27008,WA GCLr SOLAPC'919.07,0 2013 SolOrGty;All rights rese"ecl.. LOAD ITEMIZATION : MP1 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight 3.0 Psf Roof Dead Load Material Load Roof Category Description MPi Existing__Roofing Material .3 Comp Roof -___ �(2 Layers•) Re.Roof Yes 5.0 psf Underlayment fz`4 Roofing Paper "' 0 5 psf Plywood Sheathing Yes 1.5 psf BoardSheathing � None Rafter Size and Spacing 2 x 6 @ 16 in. O.C. 1.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 10 Psf(Mpi) 10.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary-Area At < 200 sf_ Roof Slope -- — — 12/12 Tributary Area Reduction_ Rl ' R.~ j 1 Section 4.9 ---- Sloped Roof Reduction RZ 0.6 Section 4.9 Reduced Roof live Load= ' .-. Lr t � wa. ,: nL�_ L°(R�) (Rz) ;r � �,, 1{� -7`E uation 4-2 Reduced Roof Live Load Lr 12 psf MPi 12.0 psf Reduced Ground Roof Live Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? _ _ _ Yes j Snow Guards to be Installed? No I Effective Roof Slope 45° Horiz. Distance from Eve to Ridge W •20.0 ft Snow Importance Factor'T IS U,. 1.0 Table 1.5-2 Snow Exposure Factor Fully 9posed Table 7-2 Snow Thermal Factor =,Structures kept 1 i above fr a ng'y� '•.',' ,Table 7-3 Minimum Flat Roof Snow Load(w/ Pf-min 21.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load Pf Pf= 0.7(Ce) (Ct)(I) pg; pf? pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Roof Cs_roof All Other Surfaces Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq:7.4-1 Surrounding Roof PS-roof 16.2 psf 54% ASCE Design Slo ed Roof Snow Load Over PV Modules " Unobstructed Slippery Surfaces Surface Condition of PV Modules CS_PV 0 ' 4 Figure 7-2 Design Snow Load Over PV ps-P„= (CS-PV)Pf ASCE Eq: 7.4-1 Modules PS P° 8.8 Psf 29% t COMPANY PROJECT WoodWorks® S0FIWARFF04 WOOD OFSIGN Dec. 21, 2015 14:35 HingeTruss-Upper.wwb Design Check Calculation Sheet WoodWorks Sizer 10.4 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End R' DL Deady Full Area 9.50 (16.011) psf PV DL Dead Partial Area 0.27 5.27 3.00 (16.011) psf R SL Snow Partial Area 5.27 6.10 16.20 (16.011) psf R LL Roof live Partial Area 5.27 6.10 12.00(16.011) psf PV SL Snow Partial Area 0.27 5.27 8.70(16.011) psf Load magnitude does not include Normal Importance factor from Table 4.2.3.2, which is applied during analysis. Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 0' 5'-10" Unfactored• Dead 72 68 Snow 34 42 Roof Live 1 12 Factored: Total 106 109 Bearing: F'theta 664 664 Capacity Joist 3488 3488 Support 4101 4101 Anal/Des Joist 0.03 0.03 Support 0.03 0.03 Load comb #3 #3 Length 3.50 3 .50 Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports 0262462 - MP1 (Upper) Lumber-soft, S-P-F, No.1/No.2, 2x4 (1-1/2"x3-1/2") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 9'-3.7'; volume=0.3 cu.ft.; Pitch: 12/12; Lateral support:top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); F-1 I WOodWorkS® Slzel' SOFTWARE FOR WOOD DESIGN HingeTruss-Upper.wwb WoodWorks®Sizer 16.4 Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2012 Criterion Analysis Value Design- Value Unit Anal sis/Design Shear fv = 20 Fv' = 155 psi fv/Fv' = 0.13 Bending(+) fb = 589 Fb' = ,1736 psi fb/Fb' = 0.34 Live Defl'n 0.08 = ,<L/999 0.55 = . L/180 in 0.15 Total Defl'n 1 0.33 = L/303 0.82 = - L/120 I in 0.40 Additional Data: FACTORS: F/E(psi)CD CM Ct CIT. CF Cfu Cr Cfrt 'Ci Cn LC#' Fv' 135 1.15 1.00 1.00 ' - - 1.00 1.00 1:00 3 Fb'+ 875 1.15 1.00 1.00 1.000 1.500 1.00. ' 1.15 1.00 1.00 3' Fcp' 425 - 1.00 1:00 - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 3 Emin' 0.51 million 1.00 1.00. - - - 1.00 1.00 - 3 CRITICAL LOAD COMBINATIONS: Shear : LC' #3 = D+S, V = 75, V design = ` 69 lbs Bending(+) : LC #3 = D+S, M = 150, lbs-ft r Deflection: LC #3 = D+S (live) ?• LC #3 = D+S (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 7.50e06 lb-in2 TLive" deflection = Deflection from all' non-dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) '+ Live Load Deflection. Bearing: Allowable bearing at an .angle F'theta calculated for each support as per NDS 3 .10.3 ` Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012),the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits,are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the,provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. 5. FIRE RATING:Joists,wall studs, and multi-ply members are not rated for fire endurance. t _ t . COMPANY PROJECT Woodworks® SORWARFFOR WOOD M10V - Dec. 21, 2015 14:38 HingeTruss-Lower.wwb Design Check Calculation Sheet WoodWorks Sizer 10.4 Loads: Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End Start End R DL Dead Full Area No 10.00 (16.011) psf PV DL Dead Partial Area No 4.25 8.25 3.00 (16.011) psf PV SL Snow Partial Area No 4.25 8.25 8.70 (16.011) psf R LL Roof live Partial Area Yes 0.00 4.25 12.00 (16.011) psf Upper LL Roof live Point Yes 8.25 1 lbs Upper DL Dead Point No 8.25 72 lbs Upper SL Snow Point Yes 8.25 - 34 lbs R SL Snow Partial Area No 0.00 4.25 16.20 (16.011) psf Load magnitude does not include Normal Importance factor from Table 4.2.3.2, which is applied during analysis. Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) JZA.5' 0' 0'-11" 7'-3" 8'-3" Unfactored: Dead 75 211 Snow 80 111 Roof Live 54 16 Factored: Total 155 322 Bearing: F'theta 658 658 Capacity Joist 3824 5797 Support 4101 6445 Anal/Des Joist 0.04 0.06 Support 0.04 0.05 Load comb #4 #3 Length 3.50 5.50 Min req'd 0.50* 0.50* Cb 1.11 1.07 Cb min 1.75 1.75 Cb support 1.25 1.25 Fcp sup 6251 625 *Minimum bearing length setting used: 1/2"for interior supports Maximum reaction on at least one support is from a different load combination than the critical one for bearing design, shown here, due to Kd factor. See Analysis results for reaction from critical load combination. Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. d WoodWorks® SIZer SOFTWARE FOR WOOD DESIGN HingeTruss-Lower.wwb WoodWorks®Sizer 10.4 Page 2 0262462 - MP1 (Lower) Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: 1 - Lumber Stud Wall, D.Fir-L Stud; 2-Timber-soft Beam, D.Fir-L No.2;`` Roof joist spaced at 16.0"c/c; Total length: 12'-1.5"; volume=0.7 cu.ft.; Pitch: 12/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress and Deflection using Nos 2012 Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 17 Fv' 155. psi , fv/Fv' = 0 11 Bending(+) fb = 214 Fb' = 1504 Psi fb/Pb' = 0.14 Bending(-) fb = 197 -Fb'. = 1211• psi fb/Fb' = 0.16 . Deflection: Interior Live 0.03 = <L/999 . 0.60 - L/180 in _ 0.06 s Total 0.01 = <L/999 0.90. = L/120 in 0.08 Cantil. Live -0.02 = <L/999 0.17 = L/90 in 0.09 Total -0.03 = L/453 0.26 = L/60 in 0.13 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu -. Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - 1.00 1.00 � 1.00 3 - Fb'+ 875 1.15 1'.00 " 1.00 1.000 1.300 1.00- 1.15 1.00 1.00 4.' Fb' - 875 1.15 1.00 1.00 0.805 1.300 -1.00 1.15 1.00 1.00 - 3 Fcp' 425 1.00 1.00 - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - 1.00 1.00 4 CRITICAL LOAD COMBINATIONS: Shear : LC #3 = D+S, V = 100, V design = 91 lbs Bending(+) : LC #4 = D+S (pattern: Sss) , M . 135 lbs-ft Bending(-) : LC #3 = D+S, M = 124 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) F D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S12, . X=L+S or L+Lr, =no .pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29.1e06 lb-in2 ` "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection 1.50(Dead Load Deflection) + Live Load•'Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Lateral stability (-) : Lu 81711.50" Le = 14' -3.25" RB = 20.46 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS.Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires'that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. . 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6.. FIRE RATING: Joists,.wall studs, and multi-ply members are not rated for fire endurance. . e b CALCULATION_OF DESIGN WIND_LOADS=MP1 _ Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 450 Rafter Spacing 16"O.C. Framin Type Direction Y-Y Rafters Purlin Spacin _X-X Pudins_Only "' NA Tile Reveal Tile Roofs Only NA Tile AttSystem "` -Tile Only DNA Standin Seam ra Spacing SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 _ Partia--Full Enclosed Method' WindWind D ies gnyMethod ' , N/_Y--- ---- - Basic Wind Speed V 110 mph Fig. 6-1 Ex osure Cate o ' = ?.... _�- k C "� . Section 6 5,6:3 -p _g_!Y' -- _ .:: - Roof Style Gable Roof Fig.6-11B/C/D-14A/B MeamRoof.Height '° 1yn .IN 4'7 h w ,., 25 ft x:_a Section 6.2,, Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 -�r---�..�--,—. Topographic Factory' Krt 1.00 Section 6.5.7_ Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor --- --I - ry 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B III Ext. Pressure'Coefficient Down UGC PAW„ ''T' W," 7 "J 0.88~ Fig'6-11B/C/D-14A/B Design Wind Pressure p p= qh (GC) Equation 6-22 Wind Pressure U' „ -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 3911 Max Allowable Cantilever— _Landscape' _ 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area �Trib __ - __ _17-sf' - - PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift-at StandoffT-actual 389 Ibs_ ' Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR m. X-Direction Y-Direction Max Allowable Standoff Spacing— Portrait 48" 65" Max Allowable Cantilever Portrait — - __- _- 17" - NA Standoff Configuration Portrait Staggered Max Standoff Tributa_ry_Area Trib _ 22_slf PV Assembly Dead Load W-PV 3.0_psf Net Wind UUdift atStando_ff T-actual _Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR �4 97.00/o cP . ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1.' THIS SYSTEM IS GRID—INTERTIED VIA A . AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. " CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING` DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4.' WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING,OF•.THE F GALV GALVANIZED HAZARDS PER ART. 690.17. C - GEC GROUNDING ELECTRODE CONDUCTOR 5.: EACH UNGROUNDED CONDUCTOR-OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED.BY ! HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210:5. �� t CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER` COMPLY WITH ART. 250.97, 250.92(8). "- Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN 'IN METALLIC RACEWAYS OR' i kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). ' MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN. (N) NEW RELIEF AT ALL ENTRY INTO-BOXES AS REQUIRED BY # NEUT NEUTRAL UL LISTING. NTS NOT TO•SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE ' OC ON CENTER UL' LISTED LOCATION PROVIDED BY THE 1 PL PROPERTY LINE. MANUFACTURER USING UL LISTED GROUNDING i POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. ,. S STAINLESS STEEL �. STC STANDARD TESTING CONDITIONS t _ TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT _ � , . , � _ , . •v� Y Vmp VOLTAGE AT MAX POWER f VICINI T Y MAP .INDEX Voc VOLTAGE AT OPEN CIRCUIT "r W WATT PV1 COVER SHEET 5 3R NEMA 3R,,RAINTIGHT PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 . THREE LINE'DIAGRAM LICENSE GENERAL NOTES cutsneets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION " 'ELEC 1136 MR, OF THE MA STATE BUILDING CODE., " M '� . , ; -- .� `, . � I"� � • 2. ALL ELECTRICAL WORK SHALL COMPLY WITH _ THE 2014 NATIONAL ELECTRIC CODE INCLUDING N MASSACHUSETTS AMENDMENTS. MODULE GROUNDING.METHOD: ZEP SOLAR , REV BY DATE COMMENTS AHJ: Barnstable REV NAME DATE COMMENTS UTILITY: NSTAR Electric,(Commonwealth Electric) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER; I PREMISE OWNER: ? DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE . ,J B-O262462 OO ERASER, DONOVAN ERASER RESIDENCE Qi znU • BENEFIT of ANYONE ExgPr soLARarr INC.. IwouNnNc SYSTEM 61 MITCHELLS WAY 4.16 KW PV ARRAY -;,;SolarCity+� NOR SHALL IT BE DISCLOSED IN WHOLE ORA Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES H I AN N I S M A �26�� ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Ddae,Building 2,.Unit 11 THE SALE AND USE OF THE RESPECTIVE 16 TRINA SOLAR TSM-260PDO5.18 ' SOLARCITY EQUIPMENT, WITHOUT.THE WRITTEN ( ) # PAGE NAME SHEET: REV. DATE ' Modborou ,'MA 01752 PERMISSION OF SOLARgTY INC. MVERTI7t: T. (650)63B-7028,F: (650)638-1029' SOLAREDGE SE3800A—USOOOSNR2 (917) 903-9315 COVER SHEET PV 1 12/21/2015 (888)—SOL-CITY(765-2489) www.solarcitycari' PITCH: 45 ARRAY PITCH:45 MP1 AZIMUTH:204 ARRAY AZIMUTH: 204 h MATERIAL: Comp Shingle STORY: 2 Stories 61 Mitchells Way JASON WILT[AM TOMAN STRUCTURAL. cn No,51554 q. (E) DRIVEWAY �,C Front Of House NAL /21/2015 Digitally signed by Jason Toman Date: 2015.12.21 17:13:15 -07'00' - LEGEND (E) UTILITY METER & WARNING LABEL ln� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS ; ; ®D AC DISCONNECT & WARNING LABELS AC DC JUNCTION/COMBINER BOX & LABELS 0 ® DISTRIBUTION PANEL & LABELS Inv9 9 9 9 9M LOAD CENTER & WARNING LABELS M P ® O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR A GATE/FENCE Q HEAT PRODUCING VENTS ARE RED r,, INTERIOR EQUIPMENT IS DASHED L_'J SITE PLAN N Scale: 1/8" = 1' 01' 8' 16, w S J B-0 2 6 2 4 6 2 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN 1(16) OB NUMBER � CONTAINED SHALL NOT BE USED FOR THE FRASER, DONOVAN FRASER RESIDENCE QI Zhu +�,��SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A�� NOR SHALL IT BE DISCLOSED IN WHOLE OR INCompMount Type C 61 MITCHELLS WAY 4.16 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULE H YA N N I S M A 026 01 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drlve,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEET: REv DATE Marlborough,MA Building 2, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638 Marlborough F: 017 636-1029 PERMISSION OF SOLARCITY INC. 91 7 903-9315 PV 2 12/21/2015 (888)—SOL—CITY(765-2489) www.solarcity.com SOLAREDGE SE3800A—USOOOSNR2 � ) SITE PLAN PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ` (E) 2z4 . ZEP LEVELING FOOT (1) LOCATION, AND, DRILL.PILOT HOLE: ZEP ARRAY SKIRT (6)' S1 (4) (2) SEAL PILOT HOLE WITH4 POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. j (1). 1 (E)'ROOF DECKING (2) 1 TALL LA OLT:WI T INS G $ H 5/16" DIA STAINLESS (5) (5) SEALING WASHER. (E) Lew sY_ STEEL LAG BOLT LOWEST. MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH NTH SEALING WASHER SIDE VIEW OF MP1 IFS , BOLT & wasHERs. WI S A -• (6) • ;. A EMBED, MIN) F MPl X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES - E RAFTER - LANDSCAPE 64" 24" STAGGERED - - ANDPORTRAIT 48" 17" #�__ST RAFTER 2x6 @ 16"OC ROOF AZI 204 PITCH 45 STORIES:2 ARRAY AZI 204 PITCH 45 C.I. 2x6 @16"OC CompShingle o- Y JASON'WIL IA�19 G TOMAN .-a STRUCTURAL H No,6155 IST NAL 1/2015- CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: , l PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE —0262462 �� FRASER, DONOVAN FRASER RESIDENCE Qi Zhu ���_., • BENEFIT OF ANYONE EXCEPT SOLARCITYINC.; 1111SOLAREDGE OUNTING SYSTEM: ►�;SO�af CLt�/ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 61 MITCHELL•S WAY 4.16 KW PV ARRAY. PART TO OTHERS OUTSIDE THE RECIPIENT'S P ORGANIZATION, EXCEPT IN CONNECTION WITH ODULES: H YAN N I S, .M A 02601 24 st MurUn Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (16) TRINA SOLAR # TSM-260PD05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV. DAIS Marlborough,MA 01752 1� PERMISSION OF SOLARCTY INC. VERTER: T. (650)638-1028- F: (650).636-1029 SE3800A—US0o0SNR2 (917) 903-9315 STRUCTURAL VIEWS PV 3 12/21/2015 (B88}SOL—CITY(765-2489) www.adarcity.com' GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:B20 2040CGT Inv 1: DC Ungrounded INV I —(1)SOLAREDGE ## SE380OA—USOOOSNR2 LABEL: A —(16)TRINA SOLAR ## TSM-260PDO5.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2506451 Inverter; 380'OW, 240V, 97.57'.; w/Unifed Disco and ZB,RGM,AFCI PV Module; 260W, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E3 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER 20OA/2P Disconnect 2 SOLAREDGE SE3800A—US000SNR2 (E).LOADS A L1 2aov �— L2 N 1 20A/2P ____ GND EGC/ DC+ DC+ - ------------------------ --- —-- --- A I GEC DC- DC- MP 1: 1x16 B GND -- E --------------------------------- --- EGC—————————————————*•J J 1— (1 3) c EGG/GEC_ z � l GEC I TO 120/240V I I k SINGLE PHASE UTILITY SERVICE i I` I I , I I i I I r PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN 1 Voc* = MAX VOC AT MIN TEMP POI (1)CUILER—HAMMER #.BR220 PV BACKFFED BREAKER A (I)CUTLER—HAMMER $DG221URB PV (16)SOLAREDGE #P300-2NA4AZS Breaker, 20A 2P, 2 Spaces Disconnect; 30A, 24OVoc, Non—Fusible, NEMA 3R AC PowerBox Optimizer, 30OW, H4, DC to DC,ZEP DC —(2)Gro qd Roo —(I)CUTLER—{1AMMER#DG030NB 5r8 x 6, Copper Ground/Neutral it; 30A;General Duty(DG) nd (1)AWG�6, Solid Bare Copper (1)Ground Rod; 5/8" x 8% Copper (N) ARRAY GROUND PER 690.47(D); NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG#10, THWN-2, Block (2)AWG#10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC O 4T(1)AWG#10, THWN-2, Red O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC ILL 1 AWG O, THWN-2, White NEUTRAL Vm =240 VAC Im =16 AAC . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . ( ) �1 p p— . , . (1)Conduit Kit;.3/4',EMT . , . . _ .-(1)AWG$8,_THWN-2,,Green , . EGC/GEC (1).Conduit.Kit;,3/4"_EMT, _ , , . . . . . . PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J B-0262462 00 WAY �l�SolarCit CONTAINED SHALL NOT BE USED FOR THE ERASER, DONOVAN ERASER RESIDENCE Qi Zhu BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �..: OR SHALL IT�BE DISCLOSED IN WHOLE OR IN CompMount Type C 61 MITCHELLS 4.16 KW PV ARRAY � y, PART TO OTHERS OUTSIDE THE RECIPIENTS MODULE H YA N N I S M A 026 01 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (16) TRINA SOLAR # TSM-260PD05.18 PACE NAME SHETT: REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE380OA—USOOOSNR2 (917) 903-9315 THREE LINE DIAGRAM PV 4 12/21/2015 (888)—SOL-CITY(765-2489) www.solarcity.com o • o 0 0 •e - e Label Location: Label Location: MM Label Location: (C)(CB) o (AC)(POI) W�., (DC) (INV) Per Code: m. Per Code: _ Per Code: NEC 690.31.G.3- ■o 0 0 0 ■ NEC.690.17.E ■ ° ■ ° e_ ° ■ NEC 690.35(F) Label Location: =e ■ - o 0 0 TO BE USED WHEN o o•■ ■ e - ■ -o ■ e ■ INVERTER IS D O O O ( C) (INV) �I o •o o ■ D O Per Code: UNGROUNDED NEC 690..14.C.2 Label Location: Label Location: o o e -o (POI)wal s. ... - (DC) (INV)' Per Code: -o -- Per Code:•. . .: • . , . .-■ .e o o ° NEC 690.17.4; NEC 690.54 NEC 690.53 T -o ■ o•e e I g - .o o o e rl6U t` Label Location: (V C (DC)(INV) u`r Per Code:. • -o ■ s • ■ NEC 690.5(C) e- -o ■ ■ Label Location: - o ■ o- @am O (POI) �' t ROM -o o Per Code: o n o NEC 690.64.B.4 ry Label Location: (DC) (CB) Per Code: Label Location:- 1561 o Cam` ■ - ■o 0 0 -, I• NEC 690.17(4) • /, �� (D) (POI) , o e o o` L`'Jln'J Per Code: Q'9► °CZTI'o o n �:. ■ NEC690.64.B.4 Label Location: e (POI) Per Code: Label Location: a °- NEC 690.64.B.7 O O O AC POI o 0 0 =- a (AC): AC Disconnect Per Code: ■ � s - (C): Conduit NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect uA (AC) (POI) ' (LC): Load Center Per Code: (M): Utility Meter 0. on NEC 690.54 _ (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR 3055 Clearview way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set - �j����� T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I� S 0 f ' (888)-SOL-CITY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. - ° 1 Next-Level PV Mounting Technology SOlafClty I ®pSolar Next-Level PV Mounting Technology '�SOIafClty ®p$olar Components , Zep System for composition shingle roofs roof , -�' Leveling Foot • ' •. Ground Zep Intertaek NY Sldc sh"nl - Leveting Foot _ Part No.850-1172 - r ETL listed to UL 467 Zep Oompadble w Module Zep Groove - . - Rool Adachment 3 Arr�y6 rt Comp Mount ^.. Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 GOMPgT�A s. Description c/ PV mounting solution for composition shingle roofs ++; Works with all Zep Compatible Modules F, eMPP -Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from i any manufacturer certified as"Type 1"or"Type 2" �L Interlock Ground Zep V2 DC Wire Clip LISTED Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices • P 9 P 9 • Attachment method UL listed to UL 2582 for Wind Driven Rain - Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-1467 zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. - Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#8OG-1890-001 Rev A Date last exported: November 13,2015 2:23 PM - .. .. ' 32 ra solar=ooIUN Solar=qqSolarEdge Power Optimizer fill Module Add-On for North America p P300 / P350 / P400 SolarEdge Power Optimizer g P300 P350 P400 _ - - for 60-cell PV for 72-cell PV (for 96•cell PV Module Add On For North America modules modules) modules) 'INPUT P300 / P350 / P400 Ra[ed Input DC Power 300 350 400 W _ :... . .. ............ .. ....... Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 - ;' rs s .., ......... ... ............. .. ...... ............. ... ....... :. ...,...,.�. MPPTOperating Range................ 8-48 ..... 8 60. 8.50..... ......... .... .... .. ... Maximum Short Orcyi Current(Isc).. ,_ ... ..... .10. .,. .•. •• Adc . Leaf •t... Maximum DC Input Current 12.5 - .� ......... ............ .. .. .......................... .. .. ...... .... - Maximum.Efficiency 99..5 % +yre+, :, Weighted Efficency..... .... .................. ........ ...98.$ ....•• ... ...... % .. ' = - Overvoltage Category � II • - � � -_ •' ' '' '•' '" ` - - 'OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Ou[pu[Current 15 - '. ................................ .. .. ... ....................... .......................... .. .... ......... ..... ...... _ ``/ - Maximum Output Voltage 60 Vdc {OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) 1 "�� •— Safety Output Voltage per Power Optimizer1 STANDARD COMPLIANCEe _ - - ---------__... .. -. • - - (rr •i ' J EMC FCC Part15 Class B IEC61000-6 2,IEC61000-6-3 - - - Vdc ................. .................. ........... ............ ........ .... ......... .............. ......... Safety IEC62109-1(class II safety)UL1741 ..... ..... .............................. ..... ... ...... .... ..... .. ... . .. ... ROHS - - Yes - 'r ' JI INSTALLATION SPECIFICATION - '— -- - - - ' Maximum Allowed System Voltage 1000 Vdc • ` F r - Dimensions(WxLx H) Y41x212x40:5./S.SSx8.34x1.59 m - ' " ., .....g................. ... ...... ................ 21... 0.5 ... .. ..... .. .. �f,',�" =" ' ' Wei ht(including cables) 950/2.1. gr/lb ........., _yk'-_ .t .. .. .... .. .................. ..... ............ ......... ... ... - M } • Input Connector MC4,/Amphenol/Tyco Output Wue Type/Connector Double Insulated;Amphenoh - s ..... .. .. ... ...... .. n.Log ... x ,. .... ,. , q '[`'d ,a •i' e 4 Output Wire Length. - ........ 0.95/3.0 '1 2/111;3.9 ..�./i, - ' w x • Operatlng Temperature Range -40-+85/40 +185 'C/'F " +- lit "r - .Protection Rating IP65/NEMA4 d •,, +,. S t .................... ... .. ... ........ ...... ....... ........... .............. ...... .... ....-............... .... - . T_. •_.Relative Humidity. ...0-100.. ..%.. .. ... ........ ................ .. .....7.... .............................. ...... ........ ........... .... ........ . 'T ,' ,..p E. � oinmm sre power of me motlwe maame prvp+o as%power blerzncealowed � � • � _ IPV SYSTEM DESIGN USING ASOLAREDGE THREE PHASE THREE PHASE - '1INVERTER SINGLE PHASE 208V - 480V PV power optimization at the module-level Minimum string Length(Power optimizers) 8 ..........10 18 .................... ... ... ... ... .. ..................................................... Maximum Strmg Length(Power Optimizers) 25 25 50 — Up to 25%more energy - -, . .................................................. ................................................. ........: . .........12750.... ..W.... - l( Maximum Power per String 5250 6000 — Superior efficiency(99.5%) - - .....................................................................................- .. ..................... .......... • , - Parallel Strings of Different Lengths or Orientations Yes - Mitigates all types of module mismatchlosses;from manufacturing tolerance to partial shading - """"""""""""""""""""""""""•"""•..... ".................................................................• ..........."""••"" - Flexible system design for maximum space utilization - - - - - Fast installation with a single bolt • - • - - : - - Next generation'maintenance with module-level monitoring -Module-level voltage shutdown for installer and firefighter safety USA - GERMANY ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.SOIaredge.u5 - uq -nt+B .•mnawG'• n apnmxamr �.s. - THE Tr6amount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power Watts-Pn (Wp) 245 1 250 1 255 260 O 941 I Power Output Tolerance-PMAx(%) 0-+3 F THE ,oNc N Maximum Power Voltage-VMP(V) 1 29 9�~ 30.3 I 30.5 30.6 �0MaMOunt _L 1 t flog iro Maximum Power Current-IMPP(A) r 8.20 8.27 II 8.37 8.50 .. - "E u E Open Circuit Voltage-Voc IV) I 37.8 , w 38.0 !- 38.1 38.2 o !!! iN�s7nLiirw NOLE Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 - - Module.Efficiency nm(%). � 15.0 ( 15.3� � 15.6 � 15.9 MODULE STC:Irradiance I000 w/m2.Cell Temperature 25°C.Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-I. 0 0 - ELECTRICAL DATA @ NOCT ® CELL - - - - -Maximum Power-PMAX(Wp) 182 e 186 1 -1 Maximum 190' 193 4 Maximum Power Voltage-VMP IV) 27.6 28.0 28.1 28.3 l 6-0a.3 a300 n-HOLE Maximum Power Current-IMPP A I 6.59 b.65 _ 6.74 1 6.84 LLL MULTICRYSTALLINE MODULE i A ''A S .O 1 I _ WITH TRINAMOUNT FRAME OflAIN HOLE {Open Circuit Voltage(V)-Voc(V) 35.1 # 35.2 35.3 35 4 „�`q- `Short Circuit Current(A)-Isc(A). 7.07 ° 7:10 A _7.17 - 7.27 t. - NOCT:Irradiance a1800 W/m',Ambient Temperature 20°C.Wind Speed I m/s. 245-26®W PD05.18 Back View - f POWER OUTPUT RANGE MECHANICAL DATA . Solar cells - i Multicrystalline 156 x 156 mm(6 inches) - Fast and simple to install through drop in mounting solution Cell orientation 60 cells(6 x 10) g• ® Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) a Weight - 21.3 kg(47.0 Ibs) I- MAXIMUM EFFICIENCY Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass . . - _.A-A Backsheet White _- ...T % CQ) - _ . . .. Good aesthetics for residential applications ` I Frame Black Anodized Aluminium Alloy with Trinamount Groove Q� IJ Box IP 65 or IP 67 rated - - O p-+3/o I-V CURVES OF PV MODULE(245W) 111 ,o Cables Photovoltaic Technology'cdble 4.0 mm'(0.006 inches'),' lo.m 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE 9. i 1.2 { Fire Rating Type 2 ( Highly reliable due to stringent quality control 800W/m 1 b.m • Over 30 in-house tests(UV,TIC,HE and many more) v s.W ( As a leading global manufacturer �L!=J • In-house testing goes well beyond certification requirements 15 4.' TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic 3- WW Y 200w/m' Nominal Operating Cell Operational Temperature,l-40-+85°C products,we believe close � r z.m g �4a°c(±2°c) p p _ 77777= _ 'Temperature(NOCT) cooperation with our partners' i m Maxmum system I000v DCpEC) i5 critical 70 sUCCeSS. With IOCCII - 0.'� I Temperature Coefficient of P- -0.41%/°C }f Voltage 1000V DC(UL) {s9 O.m 10.0° 20.m 30.m 40.°° t .a. _. _ 3 1., - _ 1 f presence around the globe,.Trina is ) - �Voltage(V) Temperature Coefficient of Voc 0.32%/°C Max Series Fuse Rating l 15A- 1!! able Coefficient'of Isa Coef Temperature provide exceptional service l T to each customer in each market ( Certified to withstand challenging environmental L�p - . ,O.o5%/°c- and supplement our innovative, ' ® conditions reliable products with the backing 2400 Pa wind load of Trina as a strong,bankable 5400 Pa snow load WARRANTY partner. We are committed to year Product workmanship warranty I to building strategic,mutually t beneficial collaboration with 1 25 year Linear Power Warranty # Please refer to i installers,developers,distributors ( product warranty for details) a and other partners as the backbone of our shared success in a"� '" 'r W�� ��v_ - CERTIFICATION driving Smart Energy Together. i LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION T a' 10 Year Product Warranty•25.Year Linear Power Warranty `, OA Modules per box:26 pieces w Trina Solar Limited iAd� F �eE E - ainer:728 feces www.irinasolar.com looz Adtljtlohat Modules per40'cont olve G ,ra COMPLIANT 0 90%.. hT Tflrla SO/pTS linear wCr/aA� CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. c gr ..0 ° - 0 02014 Trina Solar Limited.All ri hts reserved.S ecifications included in this daiosheet are subject to 4`1 rumasolar 80� _ Trehasolarchangewifhouf notice g PSmart Energy Together Years 5 to 15 20 25 Smart Energy Togetherb e t Trina standard loau try standard - t _ fit -PD05.18 THE 'IYPamount MODULE TSM Mono Multi Solutions DIMENSIONS OF PV MODULE I ELECTRICAL DATA @ STC unit:mm r"•`"`" i Peak Power Watts-Pm (Wp) '�250 255 260 265 941 /''''�'� Power Output Tolerance-PmAx(%) ` 0 +3- THE ��a�� O Unt 1! N 4 Maximum Power Voltage-l-(V) 30.3, 3 0.58.37 " In 8.503 0.6 C.. Y- 8.61 r V ,o„cno„ � � �Maximum Power Current IMee(A) t 8.27 r' 8.37 8.50 8.61 I E-E 51 Open Circuit Voltage-Voc(V) 38.0 r 4 38.1 38.2 38.3 - i. „A„ 111 LLL • •� $9xt$ Short Circuit Current-Isc(A) 8.79 8.88 9.00 u9.10 - „sruurte tore n t( Module Efficiency II(%) - 15.3 15 6 15.9_ -16.2 - - ®®� { STC:Irradiance 1000 W/m'.Cell Temperature 250C.Air Mass AMI.5 according to EN 60904-3. i Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-I. o ELECTRICAL DATA @ NOCT I - Maximum Power-Pm MI13) 186 II' 190 RIt 193 I 197 ® CELL 11 N - - •• 1 Maximum Power Voltage V P(V) 28.0 _ 28 1 28.3 - 28.4 V E LL 11L55 taaa l !d 'I Power n 6. .9 . - - Maximum' � Curre t IMee(A). 6 65 74 I 6.84 Iff 6 3 P L � cF.-. 'd MULTICRYSTALLINEMODULE cxou„owc„ore A A Open Circuit Voltage(V)-Voc(V) 35.2 35.3 35.4 35.5 ! WITH TRINAMOUNT FRAME PDos.ts „� „„are I !!!! , '',� ' t Short Circuit Current(A)-Isc(A) - t 7.10 7.17- T 7.27 1.r. 7.35_ i - NOCT Irradiance at 800 W/m',Ambient Temperature'20°C,wind Speed 1 m/s. s - 250-265l�! 812 ,BD _ ! Back View .. s. - MECHANICAL DATA POWER OUTPUT RANGE ' Solar cells Multicrystalline 156 x 156 mm(6 inches) . 3Cell orientation ll 60 cells(b x 10) _ Fast and simple to install through drop in mounting solution 1 _ LL tr I (09 Module dimensions 1650ix 992 x 40 mm(64.95 x 39:05 x 1.57 inches) - I'• Weight 19.6 kg(43.12lbs)a- 16.27o _ _ • - JFFFGlass l 3.2 mm(0.13 inches),High.Transmission'AR Coated Tempered Glass L - MAXIMUM EFFICIENCY A-A i a _ t White Ba kshee ,. . Frame Black Anodized Aluminium Alloy Good aesthetics for residential applications r . _Box IP 65 or IP 67 rated` AA I �t Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'); 0-w+3 CQ) - - .. r 1200 mm(47.2 inches) r I-V CURVES OF PV MODULE(260W) t ` POSITIVE POWER TOLERANCE _, i t �Conneator H4Amphenal' _ " to snow m> Fire Type UL 1703 Type 2 for Solar City - Highly reliable due.to stringent quality control ti - - • Over 30 in-house tests(UV,TIC,HF,and many more) As a leading global manufacturer O . In-house testing goes well beyond certification requirements a „.00 sooty m, TEMPERATURE RATINGS' r MAXIMUM RATINGS ! of next generation hotovoltaic E `" - ' g p PID resistant ! e.w Nominal Operating Cell Operational Temperature II 40-+g5°C Iproducts,we believe close ri 3.W Temperature(NOCT) as°C(±z°CI w cooperation with our partners i.00 Maximum system 1000V DC( is critical to success. with local }[ 20• S Temperature Coefficient of Pia« -0.41%/°C Voltage T 1000V DC(UL) 9 • presence around the globe,Trina is - - '[.! ''00 - Temperature Coefficient of Voc �}0.32%/°C Max Series Fuse Rating' l5A••- - - t _ + p t able to provide exceptional service o Temperature Coefficient of Isc 0.05%/°C to each customer in each market Certified to withstand challenging environmental o to 20 ao 40 s E �---- ~ and supplement our innovative, conditions �a.e•m reliable products with the backing • 2400 Pa wind load, f ° of Trina as a strong,bankable 5400 Pa Snow load WARRANTY , _ partner. We are committed 10 year Product Workii-orisl tip worrortly to building strategic,mutually, - CERTIFICATION i - 25 year Linear Power Warranty t beneficial collaboration with !, i installers,developers,distributors !: e 4L w dsPus 1 (Please refer to product warranty for details) aI and other partners as the us7° t' backbone of our shared success in i i�, driving Smart Energy Together. a` LINEAR PERFORMANCE WARRANTY , o E� e PACIcnGwGcoNFIGURAnoN Ir 10 Year Product Warranty•25 Year Linear Power Warranty r Modules per box:26 pieces w (( Modules per 40'container:728 pieces Trina Solar limited. - j - � - (•' � f www.trinasolar.com I ;100% f T Adtllflonal v olue iri v90% - vs3 da; GTTT THr1C SpIOIs 11hegr N'Clydnty 'CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. pOMPgTTA o •/' - 0 ®2015 Trina Solar Limited.All rights reserved.Specifications included in this datosheet are subject to �tr. l9 80% - r change without notice. 7o'uh-asolar I Trowasolar / . y SrnartEnergyTogether Smart Energy Together Years 5 to, Is 20 2s p°aHrn�O. f i i • it } c� � t � So I a r e =09- so Single Phase Inverters for North America a r e 0 Mo -�' SE3000A US/SE3800A US/SE5000A US/SE6000A US/ _ SE7600A US/SE10000A US/SE11400A US SE3000A-US SE3800A-US I SESOOOA-US I SE6000A-US I SE7600A-US SE10000A-US I SE11400A-US I - z 4ss7 x OUTPUT So I a r E d g e Single Phase Inverters 7 " {(�r „° Nominal AC Power Output 3000 3800 5000 6000 7600 100 240V 11400 VA ...........sdoo @ zoav................ ....... ...... iosoo @ zo y. ................ • - Max.AC Power Output 3300 4150 6000 8350 12000 VA For North America =,LL }--� ............... ................5450.@240V................. .......... ...1095Q�a1240V. ................ ........ `` '- - AC Output Voltage Min:Nom:Max.01 SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ 183 208-229Vac ✓ ✓ + r"r' aN AC Output Voltage Min:Nom.-Max!" SE7600A-US/SE10000A-US/SE1140OA-US 211 24o-264Vac .. .,.<.• . . ..................................... ................ ...................................... ......... .................. ............... ............................. i a ........................°............... .......I.... ....-...... 3:. 60:5 ............. ............- 5). ...... .............. ......... AC Frequency Min.N m.Max!t) 59. 60 (with HI country setting 57 60 60. Hz M...Continuous Output Current 12.5 16 �•,21,(a�,240V••-�.......25_,.,•• .-••••32 .... ..42,�a1,240V.., •.... 475 A -.r C GFDI Threshold 1 . A .......... .................. ......... ............ .................................. ...... ............ Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes (INPUT werte,``= Maximum DC Power(STC) 4050 5300 6750 8100 30250 13500 15350 W " .. ............ .... .... .... ... ........ ............ ........ ...... ............ ... .. ..... .. ... ,r` Transformer less Ungrounded....... .................................................... Yes ............ ....................... .......... ... _. ....�'"."'""'jz:� 14�L E. ._. .,•.!. ;> ..;� Max.Input Voltage.. ........ 500.. ...Vdc �1 ......... ............................. .......................................... ...... ...... .... .. ..... .. ................... ................. .... ... _ M �'W8 „ •. ,. ,z f ,. ..Nom.DC.Input Voltage........... .... ............ ......... 325 @.208V/.350 @ 240V... ............... .Vdc.... _ e„+............ .. ...t.. . - _; t _<. ,:.: .: ......... ......... ..16.5@ 208V. ...... .... ..... ...33 @ 208V... .... Max.Input Current(]) 9.5 13 18 23 34.5 Adc ' 15.5 240V 30.5 240V r i °�........)........... ... ..................3 .5.4°.........).......................................... I I .............. ........... �i`x4� k Max.Input Short Circuit Current 45 Adc ' ;'� Reverse-Polarity Protection ..... ............................................... Yes .... .................:........ ..... Ground ..... .. .. � Fault Isolation Detection .,,•, •, ,• ..._. •..600k,z Sensitivity... •„ ... .... .. .... .... .. .... .. ... " - ' ..................................... ..... ...... .. :. .. .. .... .. .. .. . ... .. Maximum Inverter Efficiency,•.....• ...97.7.._. ...98.2 95.3 ,...95.3•, .98.. 98 „••.98, ••%••••• ...................... ........ .... ... ..... ..... ... .... .. .. 97.5 @ 208V •• 97 @ 208V " Weighted Efficiency .CEC...... ....Efficie... .... .... .............. .....................°�.?4 ........... ...... ................ ...... ......... . ............. / ... _ 98 OV 97.5 @ 240V 97 5 98 97 5 97 5 97 5 Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces - R5485 RS232,Et hernet,ZigBee(optional) l: .. ......... ...... ........... ...... .. .................... ...... .......... ........ .. ... .. .. ..... ........................................ ..... + "''e? =' Revenue Grade Data,ANSI C12.1 Optional(') '�_ *. c ,. „w; _ ... .................. ... ... ................... .. Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(4) f� 'STANDARD ""' -:+•..mot gym. Safety - UL1741,UL1699B UL1998 CSA 22.2 ' s , t ...... ...ARD COMPLIANCE ... ... ..... - .� Grid Connection Standards ........ ................... ........................ ...IEEE1547 .......-............................ .... ......... - t Emissions . • . •.FCC partlS classB , .�'' ^_•..,..�-^^ i I _ Sxih;a+ S %n e<y +;' :a, fi..t"ei" "r n04 ,S'o {-,*, tv. �'v t .. - rj 1 * INSTALLATION SPECIFICATIONS -• -+ - ' r '� -� _ �� '.. AC output conduit size/AWG range 3/4"minimum/16 6 AWG 3/4"minimum/8-3 AWG .. ` ,�eF L.. ..TM t'.:. ............ ........................................................................... ......... i + .�-cam: xa, slry:",:+.a u�,. �,$ "' DC input conduit size/#of strings/ 3/4"minimum/1 2 strings/ "rn I `. *;^'^$ .., i .. :. 3/4"minimum/1-2 strings/16-6 AWG -� •-, - z, a _AWG rang? ............................ ................................................................................ .... 14 6 AWG .... ^• ,: .gj.��. Dimensions with Safety Switch _ 30.5 x 12.5 x 10.5/ in/30.5 x 12.5 x 7.2/775 x 315 x 184 ''> ,.,, - � ,,r ,�,3'24. '`,2. ;.:' 1 dc.�*.r- '° .. .;. '��� k ,.•+ �,. , ..�HxWxD).................. ....... ..... . ...... .............. ............... ..........775 x 315 x?60........ Tfr .. Weight with Safety Switch 51.2/23.2 54.7/24.7 88 4/40.1 Ib/kg Natura convection - . . Cooling Natural Convection - and internal Fans(user replaceable) , fan(user The best choice for SolarEdge enabled systems ........................................... ................................................................... :reelaseakl?)..................................; ..... .................. Noise <. ..... ..................... ....................:........< ...................:........ 50 dBA ...................................... ............. ... ....... ........ - Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Min:Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available(')) `F/'C Superior efficiency(98%) Range............. - - Protection Rating NEMA 3R Small,lightweight and easy to install on provided bracket For other regional settings please contact solareegesupport. (�1 A higher current source may be used;the inverter will limit its input current to the values stated. - Built-in module-level monitoring - is'Revenue grade inverter P/N:SExxo -US000NN112(for 7600W mverter:SE7600A-US002NNR2). - i°)Rapid shutdown kit P/N:SE3000-RSD-Sl. .Internet connection through Ethernet Or Wireless - - 1s1-40version P/N:SEmcoA-US000NNU41for76WW inverter,SE7600A-US002NNU4). Outdoor and indoor installations-"�i. w >, Fixed voltage inverter,DC/AC conversion only . e ,t 0 i Pre-assembled Safety Switch for faster installation u T f - Optional-revenue grade data,ANSI C12.1 �� . 0 a � � aY11g t"aa'� '" t,•'n vM .er'�T"""4 w ""' at,��., ' USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL WWW.SOI8r2C(g2.US .' .•' .