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0679 WAKEBY ROAD
Gn� G •�J�ot/.1:4N.JAi9aY]'aie.".vl�lu.:uit.�'eaVlY�1r4V1_L�' ubi'.L_v. .. -.'-.-.'-' '�-'.'�-:-� _ s.sr��-3�.=.J��- �:ticYW.'/L � �J ~ - � ..J: 4� 5 l l 1 a 9 _7 s8 .�Im Town of Barnstable Building ? Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card,:Must be Kept "'S Posted Until Final Inspection Has Been Made.sbs Permit ¢ �� ,a Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3670 Applicant Name: Roland Langevin Approvals Date Issued: 11/15/2019 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 05/15/2020 Foundation: Location: 679 WAKEBY ROAD, MARSTONS MILLS Map/Lot: 028-025-003 Zoning District: RF Sheathing: Owner on Record: NICKERSON,CATRINA P Contractor Name: ,INSULATE 2 SAVE INC. Framing: 1 Address: 5 JONNES ROAD Contractor License: 190747 2 MARSTONS MILLS, MA•02648 Est. Project Cost: $3,931.00 Chimney: Description: damming, R-40 to attic flat,install attic hatch;ventilation chutes, Permit Fee: $85.00 install 1 insulated hose and roof mounted vents to exhaust`existing Insulation: bathroom fans,soffit vents, R-19 unfaced fiberglass to kneewall Fee Paid:,� S 85.00 e: ! 11/15/2019 Final: slope,air sealing R-19 to basement ceiling,ins Date: insulate the back of the /f basement door leading to bulkhead with rigid R-10 or greater p Plumbing/Gas Project Review Req: � l ' Rough Plumbing: \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within~six months after issuance. All work authorized by this permit shall conform to the approved application and theeapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. I J� IElectrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 6rv)A,T,L- S i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION vos�. Map Parcel . DDT_ Application # Health Division Date Issued S Conservation Division Application Fee � �{ Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH K0 _ Preservation / Hyannis Wo Project Street Address % 9 We_kr.o M Village M 'SS 115 Owner_ C��t'n P c Address R06�e� Telephone "5(C• bI N%S M�, ls Ua 4� Permit Request SZA-,- fJ41-V_\S ar rep - n�- CXIS�%n4 huu z t..iyn 4n-q kC t S r)L 1 Square feet: 1 st floor: existing ` proposed 2nd floor: existing — proposed _ Total new Zoning District Flood Plain Groundwater Overlay Project Valuation qbD Du Construction Type Lot Size Grandfathered: ❑Yes 0,No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes /C&No On Old King's Highway: ❑Yes A No Iy Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Ar- Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new - Half: existing — new Number of Bedrooms: existing _new Total Room Count (not including baths): existing — new First Floor Room-Count --_ Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other PlI k u; Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/cdal stove:_.o Yes ❑ No Detached garage: ❑ existing ❑ new siz4&Pool: ❑ existing El new size)✓ Barn: ❑ existing D-pew rpize� Attached garage: ❑ existing ❑ new siz4&Shed:'❑ existing ❑ new size AOther: _ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial 0 Yes _ ANo If yes, site plan review# Current Use A-L Proposed Use APPLICANT INFORMATION C` (BUILDER OR HOMEOWNER) Name �D / Telephone Number 5��• ��1� S3S Address J1a_ �rca���e ��e.ln�o License # CS - �srY��S CSa-(�to U Home Improvement Contractor# Email c- 'S6\4n Worker's Compensation # ALA7 GG a�5 a� ALL CO RUCTION DEBRIS RESULTING F OM THIS PROJECT WILL TAKEN TO Q. ►mD� SIGNATURE DATE 6 4013 FOR OFFICIAL USE ONLY `-APPLICATION# •DATE ISSUED t r MAP/PARCEL N0. ADDRESS VILL,4GEf.. OWNER, DATE OF INSPECTION: FOUNDATION FRAME INSULATION - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL " f ` GAS: ROUGH- FINAL FINAL BUILDINGejre r DATE CLOSED OUT - ' ASSOCIATION PLAN NO. r y a:4 OWNM AUTHORIZATION , i �IJ 1 ID: 0,40 ':. A41, 15 1 dv1 as Owner of the subject property hereby authorize-olarcw Coav—MC 168572 I MA.Llc 1136 MUR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. . Signabue of Ovmer: Date. 2 [c t F.# is ^. Massecllusetts Department OI Public Seteiv Boas or 8ulldinp R"INation6 and Standards ... SA license CS-108615 JASON PATRY 821 STEWART MVE'II • Abl A A1A 02351 i 92—�. . tpi1al10(1 • ,, %,Zr �'a«,.a..w.w/fib N�. //.�.�n4audri ' %►=° Office of Consnmtr Albirs&IInsinesa Regulation j -;•HOMEIMPROVEMENTCONTRACTOR i �# Regisbetlon: 1BO= Type:i Eapitatton: 3nM17 Supplement C SOLAR CITY CORPORATION JASON PATRY i 24 ST MARTIN STREET BLD 2UNI � - I UkBOROUGH,MA 01752 Underseeretsry !. 1 Office of Consumer Affairs find Business Regulation 1 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3l8/2017 CHERYL GRUENSTERN -- ------ 24 ST MARTIN STREET BLD 2UNIT 11 - -- —-- - ------ - MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA i G o-tis-a;n: ` Address - Renewal Employment. F"? Lost Card a. ^!�i• �� Ili btu bllai��� !�'l�i.iJl'�/li.��. ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only i -1.OME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: t— l' Office of Consumer Affairs and Business Regulation R istrafon: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION CHERYL GRUENSTERN z 3055 CLEARVIEW WAY - k, SAN MATEO,CA 94402 Undersecretary Not valid without signature The Commonwe*h ofHassachusew Department of Indus&W Accidents Of,flee of Inwidgadw I Congress Sb 4 Sube 100 Boston,MA 02114-2017 wwrumas&gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plwnbers ApoHeapt Itaformation Please Print Let?4biv Name(Business10rgard ationudividuao: SblarGO Corporation Address: 3055 Clearview Drive CitylStatelZi : San Mateo CA 94402 Phone#: 888-765-2489 Are you an employer?Check the appropriate box Type of ro eet r 1.® I am a employer with 19�} 4. I am a general contractor and I } ( �� employees(full and/or part-time).* have hired the suit-constructors b. ❑Ne w construction 2.❑ 1 am a We proprietor or partner- lied on the attached sheet. 7. ❑Remodeling ship and have no employees Thae sab-�tors have 8. ❑Demolition working for me in arty capacity. employees and have workers' [No workers'comp.insurance comp-insurance.= 9• ❑Building addition rem1 5. [] We are a corporation and its 10.Q Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l IQ Plumbing repairs or additions myself[No workers'comp. right ofexemption per MGL 12.[]Roof repairs insurance mquired.l t a IS2,§1(4),and we have no employees.[No workers' 13.®Other solar panels comp.insurance required.] Any applicant that cheefa box if 1 must"fill out the se doe below showing their wotxas'catepmation Policy h6nnadon t Flmaeowams who submit"affidavit Micating they ate doing as work and Men hire outside contractors must submit a new aMdavlt indicating sub. konaactots that check ft box must attached an additional sheet sbowing the tts of tke nub-corner m tad state whether or not those entities have employca• if the sub-contracoors bane employees,they anus,povtde ttreh workes'comp.policy number. Ian an employer that is providing workers'compensation oesurance far my employees. Below is the polley and job sue beformatlon: . Insurance Company Name: Liberty Mutual Insarance Company Policy#or Self-ins.I.ic.4 WA766D06.6265024 Expiration Date: 9/1/2015 Job Site Address: 679 Wakeby Road city/State/Zip. Marstons Mills,MA 02648 Attack a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MOL c. 152 can lead to the imposition of criminal penalties of a fine up to$1.500.00 and/or one-year imprisonment,as well as civil penalties in the farm of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the 011itx of Investigations of the DIA for insurance coverage verification. I do hereby certO under the es o a that der In ornmtion provided above Is true and correcL S re 7y15, 015 Phone tt `908.314A581 Offal use only. LTo not vrL*In this area to be completed by city or town ggWaL City or Town: Permit/License# hsalug Authority(eirde one): 1.Board of Health L Banding Department 3.City/Town Clerk 4.Metrical Inspector,5.Plumbing Inspector 6.Other Contact Person: Phone#: CERTIFICATE OF LIABILITY INSURANCE rrM COtY MAM IS MWED AS A MATH CP IIMATE M OWY AND COUnM MID R1"UPON"t CtUMWAU MX.V R.MM COMMIt WN WN MMMWMY OR NEGAYN&Y AMM.METEND OR AUM THE 0010RAM AFC 6Y TW PotjCM MELO . IM CERMCATU OF DMIRAM M POM 140T OOtSTlT4MTw A 4mt mer 66nvzEN Tm(9811me INSURMM Aunmwdm rMtESENMWEORPRODUCERANDIMCR.RnMATEHOLDER MIORT - R tim oortWads holder Jr,as ADDtTIONAL INSURM tha P*Hglb*natal he Oulu aed It 81,1111ROG 1TI-0 WAt1 M sui>isgt to- tts bu. aad mndwom of His Policy,aranwa poNdas may mqutro as orAbn amard. A et>bxm t on this earf il¢sio dohs net eoafw etyldra to the SOW CerBfiassebalder'teftenoleuen e �001f RBslc a fr: uNl:�ecF s 3f5ceV.�I>foeAST�T,slaF�tseo CAUF�tlA L1CBfs£HQ 049it5i SAN FRANq GA 941M _COV9Ui0t? NAM > t-6IlID�RMIJE14i6 ,theft fdaW Fb b u mm Gmt f" 186� IHSt9A'D I t�91Iy(bstl eC 8fi0F! 4W pt,(CIIt>)Bi69. w Bd F" t: NIA 19tltAE1lD: f0iAMB CERTH1CATE NUMBER: THM IsTO CERFFY THAT THE POLICIES OF INSURANCE LIMM BELOW HAVE BEEN IBSM TO THE INSURED RRM AMM FOR THE PvuCY PERIOD 2NMATM ANY REOUME114M,TMW OR CONOITtCM OP AWCOMRAOT OR QTHM OJT VVRH RFSPE+CT TO V*QCH THV3 GERT6i WE MAY BE 1SSUW OR MAY PERTAIN,THE INSURANCE AFFOOM BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TEAMS, EXCUISMS AND CONORIMS OF SUCH P41.M.LMTS 5H4FIIB4 MAY HAVE BEEN REM=BY PAID CLAIMS. VMOF NMUPANUE urors . A AFJIEN uAsaflll EUMOCCLOF43CE Bi } x cmi16Rmt. ummm e 1DIw QAM4AAM x DC= Nw Ew ft % 4 low PRADO LSAwaaw:r • -- 190 pw Acr�tEcn►�riinrAarsor7r oaDDncls. Ia6b s 2AOQ.900 x PM= x M M IOC 4 AUTOS V�� a X HMMAMOS x AUM t X "Imo m COAMAW[it i1.GOlIlilGOa ommmu uAff OCCUR a PINE um ,E Q I BMTst DF/iSBY91SrrLl84tlY / t�NL7h1(tINI} 09181liNfl4 QMIp1t�B1S MeraDMWM4GMMS F.LE MACCIMM 4-3 t3 u FeDa�cr ;wCOS%lCFia�ECf50A0G' ELVHWAW-EA y 1AOOQ08 fiLMjM.P0UCYUMff 10 D�aN1�n0i0t�rAamaBrWCA+rtoKerveiats SAwa+A�m4ArAum.rRwwassd+amiannr�.�wA.�a�a,.ay CEIMCATE c�arna otFnYaaka. C owl"Cm PF gdo OM*Wft analSnAtRYOFT4�A9W@ araaR�D POiA�MM $I A 814� TM f9iPIRATn41 DAM TH�F WMICE YUAL IM DF DHM t#1 kIMMI M 1RMTH TW OM.1"FROMM& N INOMMM9MENENM" Of MOO roa<amwa1c.ewrloa Chanee 0 tfi85=0 ACORD CORPORATION. AU MOM moved. AWRO M PMG" The AMM mmra rnd hVo am msrtae of ACOM r Version#48.1 e �, solarCit a y July 14,2015 Project/Job #0261457 RE: CERTIFICATION LETTER Project: Nickerson Residence 679 Wakeby Rd Marstons Mills, MA 02648 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf -MP1: Roof DL= 10.5 psf, Roof'LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) • I I Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.19625 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding this project. t F. 02 K. f wKI 0 ST UCTURAU Sincerely, Digitally signed by Humphrey o No,51933 Kariuki RFGISTE��`� Humphrey Kariuki, P.E. Date:2015.07.1415:08:32 S'sf Professional Engineer 04'00' T: 443.451,3515 email: hkariuki@gmail.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOS-CITY F(650)638-1029 solarcity.com AI,RL1G 24�771.69A�„�P.R!",HIU4,Gf1 Ff:R.041,CT KC 06,V770.L'C HIC 71101486.Df;HIC 71101488.HI CT-2977U.MA WC 1UPW2,P1'D Mil:^,1i894&,N113Vi 146169&^0, Q;Fd CCiB 18U4e3,PA 07734,,,77C TC)1.H 27(+06,WA Q3AL:SJl ARt;'31HJ7 O 2,013 Sa1,:rGaq.R!:r,�h1, _Cri<;�, 07.14.2015 ��l:r�SolarCit , PV System Structural Version#48.1 '�� Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project.Name: Nickerson.Residence AHJ: Barnstable Job Number: 0261457 Building Code: MA Res. Code,8th Edition Customer. ame: Nickerson,_Catrina Based On: _ -IRC 2009,/,IBC.2009 Address: 679 Wakeby Rd ASCE Code: ASCE 7-05 City%State: —Marstons Mills,MA=_ Risk,Category_:- :II Zip Code 02648 Upgrades Req'd? No Latitude/_Longitude: 41.662997 -70.449277 St_a_mp,Reqd? Yes SC Office: Cape Cod PV Desi ner: David Caro resi Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19625 <.0.4g and Seismic Design Category(SDQ = B < D E t � • CL- -b • ■ • • J 679 Wakeby Rd, Marstons Mills,.MA 02648 Latitude:41.662997,Longitude: -70.449277,Exposure Category:C i STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MPi Member Properties Summary MPi Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Pro erties San 1 11.57 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.A2 Re-Roof No San 4 Sx 13.14 in.A3 PI wood Sheathing Yes San 5 I 47.63-in.A4 Board Sheathing None Total Span' 12.39 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 2.17 ft Wood Species SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 12.25 ft Wood Grade #2 Rafter Sloe 220 PV 2 Start Fb 875 si Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.08 11.3 psf 11.3 psf PV Dead Load PV-DL 3.0 psf x 1.08 3.2 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 Psf Live/Snow Load LL SL1,2 30.0 psf x 0.7 1 x 0.7 21.0 psf 21.0 psf Total Load(Governing LC I TL 32.3 psf 35.6 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7(Figure 7-2] 2. pf=0.7(Ce)(CO(Is)pg; Ce=0.9,Ct=1.1„IS=1.0 Member De!!2!!Summa (per NDS Governing Load Comb I CD CL + CL - CIF Cr D+ S 1.15 1.00 0.49 1 1.2 1 1.15 Member Anal sis Results Summary Maximum Max Demand Q Location Capacity DCR Load Combo Shear Stress 36 psi 0.8 ft. 155 psi 0.23 D+S Bending + Stress 715 psi 6.6 ft. 1389 psi 0.51 D+S Bending - Stress -15 psi 0.8 ft. -676 psi 0.02 D+S Total Load Deflection 0.33 in. 456 6.6 ft. 1.25 in. 120 0.26 D+S 1 [CALCUI:ATION OF DESIGN WIND LOADS=_MP1 _ _ _ ___ ___ Mounting Plane Information Roofing Material Comp Roof PV Sy_stem Type Solar_City SleekMountIm Spanning Vents No Standoff Attachment Hardware Comb Mount Type C Roof Slope 220 - Rafter Spacing 16"O.C. Framing TyPe Direction Y-Y Rafters Purlin_Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam/rrap S acin SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wirid.Design Method Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category _ .0 Section 6.5.6.3 Roof Style Gable Roof Fig.6-116/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 0.95 Table 6-3 Topographic Factorf 1:00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC w 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(G ) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib_ - 17 sf_ . PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual _-352 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 70.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max_Allowabie—Cantilever � Portrait 191. NA Standoff Configuration Portrait Staggered Max Standoff_Tributa-y Area Trib _ _22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind.Uplift at Standoff T-actual 44046s Uplift Capacity of Standoff T-allow 500 Ibs Standoff bernand/Capacity DCR 88.1% i SolarCity. Date: August 21, 2015 4 TO: Barnstable Building Department nE c' From: SolarCity Corporation M: Cape Cod Warehouse Phone: (508) 640-5397 w FAX: (866)552-9847 rn RE: 679 Wakeby Road, Marstons Mills BP: 201504508 Note: Attached are the revised plans for our proposed solar installation located at 679 ' Wakeby Road in Marstons Mills. Since receiving the Building/Electrical permits,we have removed one (1) panel and switched out the modules(same number). We would greatly appreciate the revised plans be added as a modification to our existing permits. New Size: 13 Panels @ 3.38 kW. Please contact me directly with any questions/concerns. Cheryl Gruenstern Permit Coordinator. SolarCity Corporation Cape'Cod Warehouse (508) 640.5397 cgruenstern@solarcity.com SOLARCITY.COM AZ ROC 243771/ROC 245450/ROC277498.CA LICN888104,CO EC8041,CT HIC 063277S&ELC 0125305,DC#7110148WECC902585,lit CT-29770,MA HIC 168572/MA EL-1136NIR,MD MHIC 128948, NJ NJHICI!13VH06160600134EB01732700,OR CB18049S1C562iPBI IO2.PA HICPA077343,TX TECL27006,WA SOLARC'91901/SOLARC'005P.0 2014 SOLARO"CORPORATION.ALL RIGHTS RESERVED. Pa?cel Detail Page 1 of 2 0,7 y pryer _ U BARNSTABLE •t ., � •.> \- T�M A, - s►w*..i.:w i� ..�-w as.. - _r (/f/ J'r/ QfG'7/ /"�X/ Y� ,..� ,(�„ 4. v9 Logged In As: Parcel Detail Wednesday, I Parcel Lookup - Parcellnfo Parcel ID 028-025-003 _ I Developer;LOT 7 Lots Location 679 WAKEBY ROAD _ v I Pri Frontage Sec Road ^+ I Sec Frontage village;MARSTONS MILLS I Fire District C-O-MM Sewer Acct I Road Index 1773 - Owner Info Owner:FIANDACA, PAUL I Co-Owner Streets :679 WAKEBY RD^ ~� �I Street2 City!MARSTONS MILLS State MA zip 02648 Country F - Land Info _ Acres r1.00 Use Single Fam MDL-01 I zoning RF Ivghbd 10105 Topography I Road Utilities- Y v � I Location Construction Info Building 1 of 1 Year' _ I Roof Gable/Hip able/Hip I Ext Wood Shingle Built Struct Wall Effect 1 --- �I Roof' �sph/F,_442_ Cover GIs/ ypeNoneArea T I 4 A - Int Bed Style;Cape Cod —I Drywall I F 3 Bedrooms Wall Rooms Model Residential I Int Vin I/As halt Bath 2 Full VS ' . ! .DK lFloorY P Rooms +� r .g Grade Average I Heat Hot Air I Total 6 Rooms �Ie - ---- --- Type - - ---- -- Rooms ..,, --- Stories 11 1/2 Stories Heat lGas I Found- Fuel ation!poured conc. ----- ----- — - http://issql/intranet/propdata/ParcelDetail.aspx?ID=1729 7/5/2006 -� Ril-cel Detail Page 2 of 2 _Permit.History Issue Date Purpose Permit# Amount rnDate Comrr 4/1/1986 B29250 $0 987 12:00:00 AM MM 1. Visit History ------ -- .� -- -_ --- - Date Who Purpose 12/14/2005 12:00:00 AM Paul Talbot Meas/Est 5/5/2005 12:00:00 AM Paul Talbot Meas/Est 2/2/1999 12:00:00 AM Frederick Stepanis Meas/Listed 3/15/1987 12:00:00 AM JM - Sales History__ Line Sale Date Owner Book/Page Sale P 1 4/1/2005 FIANDACA, PAUL 19678/202 2 4/15/1987 PERKINS, STEPHEN L 5694/328 3 9/15/1986 ELACQUA, JAMES M 5299/193 4 9/15/1986 GREENBRIER CORP 4950/282 5 2/15/1986 BARNSTABLE HOLDING CO ING 4928/093 - Assessment History ___ Save# Year Building Value XF Value OB Value Land Value Total Parc( 1 2006 $136,400 $0 $1,500 $187,000 ; 2 2005 $129,600 $0 $1,500 $170,000 ; 3 2004 $103,500 $0 $1,500 $144,500 4 2003 $92,000 $0 $1,500 $47,000 5 2002 $92,000 $0 $1,500 $47,000 ; 6 2001 $92,000 $0 $1,500 $47,000 7 2000 $72,800 $0 $800 $26,000 8 1999 $70,000 $0 $0 $26,000 9 1998 $70,000 $0 $0 $26,000 10 1997 $69,300 $0 $0 $25,500 11 1996 $69,300 $0 $0 $25,500 12 1995 $69,300 $0 $0 $25,500 13 1994 $71,300 $0 $0 $23,000 14 1993 $71,300 $0 $0 $23,000 15 1992 $81,200 $0 $0 $25,500 16 1991 $77,500 $0 $0 $46,800 17 1990 $77,500 $0 $0 $46,800 18 1989 $77,500 $0 $0 $46,800 19 1988 $59,200 $0 $0 $16,000 Photos http://issql/intranet/propdata/ParcelDetail.aspx?ID=1729 7/5/2006 ppIHETpy` The Town of Barnstable BARNSTARLE, MASS• ' Department of Health Safety and Environmental Services . 1639 �0 - pTEO MPS p . - -- Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ( f 'k Location 7 t Permit Number K1���, Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: &A?64 X1 C4 T. RE r1q A) JJ Kl \J Vo CA (.f S ► Iy�" L7 1 FA A I G i j e E. `o Ul} 1 L L . (I, :�r ` wont—, OAet-,-iz Auk At, )-rr �fitrV�s . Please call: 508-862-4038 €arzm�nspee . Inspected by _T�:o-R c IQr • Date � I - r I ' pi tNE}� TOWN OF BARNSTABLE Permit No. 29250 BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash �ruud HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to Greenbrier Corp. Address Lot #7, 679 Wakeby Road 2larstons Nills, Lassachusetts 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 REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. 4a7.? ... , 19....P.4...... ....... .... ........... Building Inspector .. ,f) -.. ��r't' '."�' •Vh:r. 1..� w• .. Crt dry S�'�J' r.}F''-.��IS�-...�r..e .C� e���� .v7+.,.,A��' 11�.1'J.�1"'F•. � � �'�y �•'. TOWN OF BARNSTABLE BUILDING DEPARTMENT BORST = TOWN OFFICE BUILDING � rua HYANNIS, MASS. 02601 �0 IUY�• . MEMO TO: Town Clerk FROM: Building Department DATE: An t Occupancy Permit has; beeno,issued for the building authorized by BuildingPermit $k.... » „ »a..».»..4..............................................».»....»....»:........» issued to ........» ................................ Please release the performance bond. y , 43 L"T 7 ' t. j jtji ' • ri Y , 1 M .4ceF fi�UllrAc7E ri3AC eS �-j3 ROB T /IF Q. tk 'a ELCREn�E Pv G CERTIFIED PLOT PLAN Go 7" 7 e 0,42- j MAPSTo►JS HNC �S IN ek r AA9hS t AALA4,W A$$* SCALE, / - SO DATE IN �-�, aJv , I CERTIFY THAT THE 1�ov.v�.rZ_ C41ENT - -SHOWN ON THIS PLAN IS LOCATED7.9�NGINEE: TER RE0ISTERED /"/ '4 ON THE AROUND A9 INDICATED AND VIL LAND �i0d �� CONFORMS O THE ZONING LAWS SURVEYOR DR.sYl .,CAI OF *ARNSTAa , MASS. 7 12 M A 1 N STREET CH.dYi HYANR1S, MASS. BNEET�..Ote�L DA E REG. LAND SURVEYOR f - BUIL IN TO'A N OF BARNSTABLE, MASSACHUSETTS ERMIT A-028--025 JOB WEATHER CARD DATE April 23 19 86 PERMIT NO. �. '► 29250 APPLICANT Owner ADDRESS (NO.) (STREET) (CONTR'S LICENSE) PERMIT TO Build dwelling 9 STORY Single family dwelling NUMBERIN OF G UNITS 1 (_ (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) 1i AT (LOCATION) lot #7 679 Wakeby Road, Mar$tons Mille ZONING RF iI (NO.) DISTRICT !11 (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) i SUBDIVISION LOT LOT BLOCK SIZE Q BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Sewage #86-169 ' c BOND AREAR 768 s 00 VOLUME Q• it• ESTIMATED COST � 4S�000 FEEMIT �' 46. (CUBIC/SQUARE FEET) OWNER Greenbrier Corp. 4.,Im box ell ery e, P BUILDING DEPT. ADDRESS BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPO AIRILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, M ST BE® PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTA N FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM:THE-C-ON.DJfiION OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE. INSPECTIONS REQUIRED FOR . CARD KEPT POSTED UNTIL FINAL INSPECTIONHAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, 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 LATHE FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE .. OCCUPANCY. POST THIS CAR® SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS V ' Y i V - 2 2 2 V 3 HEATING INSPECTING PPROVALS REFRIGERATION INSPECTION APPROVALS ' 0 P-MG NSTAELE G ' RE DIVISION 07HER 12 —� R . 'WORK SHALL NCT PROCEED UNT;L THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDIC�ED ON THIS CARD'' { ®:NSPECTOR aAS APPROVED TvE 'JAPICUS- WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE YHE CAN BE ARRANGED FOR BY TELEPHONE+ STAGES OF CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION. Number: 5805 Bottle # D430 Date: February 24, 1986 SA BARNSTABLE COUNTY-HEALTH AND ENVIRONMENTAL DEPARTMENT a SUPERIOR COURT HOUSE J BARNSTABLE, MASSACHUSETTS 02630 A1nsa DRINKING WATER LABORATORY ANALYSIS PHONE: 362-2511 Ext. 337 Client: Greenbriar Development CorpEollector: David Chappell Mailing Address: F. U. Box Affiliation: ' well driller Centerville, MA 02632_ Time & Date of Collection: 2/24/86 10:30 ' t Telephone: Type of Supply: well _ Saimple Location.: Lot 7 Wakeby Rd. Well Depth: 63 ' _ Marstons Mills, MA Date of Analysis: 2/24/86 12:45 p.m.. PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coiiform Bacteria/100 ml 0 0 H 5.4 Conductivity (micromhos/cm) * 84.0 500:0 Iron ( m). 0.3 - - Nitrate-Nitrogen ( m 10.0 Sodium m) 6.0 20.0 I_ X__Water sample. meets the recommended limits -for drinking of all above tested parameters. II . Based only on results of the parameters. tested for this sample, the water is suitable for drinking but" may present the problems checked below: A. Water sample has higher than 'average levels of Nitrate. Future monitoring is recommended (2-3 times per year) to establish any upward trends. B. The low pH of the water may shorten the useful life of the house's plumbing. C. Water -may present aesthetic problems ' (taste, odor, staining) due to D. Water sample has high levels of sodium. Persons on low sodium diets should consult their doctor. III. Due to one or more of the reasons checked below, this water sample is unfit for human consumption: A. High Bacteria B. High Nitrates � � ��__hL and J G.. .,n,cn4Al REMARKS. the Barns- Department shall not endorse any statements, interpretations or conclusions made by anyone else cerning these results without written consent, CC: Barnstable Board of Health CC: ` Clifford Well Drilling ora -ry D'r Rector 1 /7185 Explanation of Test Results Total Coliform Bacteria Coliform bacteria are an indicator of the sanitary quality of a water supply. Water supplies may become contaminated from malfunctioning septic systems, cesspools and surface runoff. A total coliform count of zero indicates that your water supply is safe and approved for human consumption. A total coliform count of greater than zero is most often the result of accidental contamination of the sample bottle through improper sampling methods. For this reason, it would be advisable to retest any well water that is not approved. pH pH is the measure of acidity or alkalinityof the water. On the pH scale,the number 7 is neutral,less than'7 is acidic and more than 7 is alkaline. The pH of water on Cape Cod tends to be acidic in the range of 5.0 to 6.5. Conductivity Conductivity is a measure of the dissolved salts in solution. Amounts in excess of 500 micromhos/cm are generally considered unacceptable and may have a laxative effect upon users. Iron The presence of iron in water in concentration of .3 ppm or greater may: give the water a bittersweet astringent taste, cause an unpleasant odor, often gives the water a brownish color and cause staining of laundry and porcelain. The average concentration of iron in Cape Cod's water is .2 - .6 ppm. Although the presence of iron, in water may cause the problems listed above, it is not considered deleterious to health. Iron may be removed by use of an iron removal system. Nitrate nitrogen The Massachusetts Drinking Water Regulations have set a maximum contaminant level for nitrates at 10 ppm. Excessive concentrations may cause methemoglobinemia (an infant disease) and have been suggested to form potentially carcinogenic nitrosamines. Contamination sources include fertilizers; cesspools and industrial wastes. Copper Due to the acidic nature of the water on Cape Cod, copper tends to leach from .pipes. This normally does not present a health hazard; however, concentrations in excess of 1.0 ppm may cause a metallic taste and/or a bluish-green stain on porcelain fixtures. Sodium A concentration of sodium over 20 ppm is only of concern to people who are on a low sodium diet. If the water supply has more than 20 ppm sodium, it is up to the people who are on such a diet to find another source of drinking water or contact their doctor to determine if consuming the water is advisable. Concentrations exceeding 50 ppm indicate that there may be ocean water or road salt runoff water getting into the well. essor's map and lot number l q" - ��• SEPTIC SYSTEM MUST BE Q�pi'rMETO�` wage Permit number .............` 6......16.Q..................b.NSTALLED IN COMPLIANCE WITH TITLE 5 >; SA"STU E, House number ....... 71.................................. ENVIRONMENTAL CODE AND 900 "6 9- TOWN REGULATIONS �tcMAY TOWN OF BARNSTABLE BUILDI G � I' SPE OR APPLICATION FOR PERMIT TO .. GYM :rr�l ....... S c.J., ..... : TYPE OF' CONSTRUCTION ..... ... .. if ....................3. ...... .....19k TO THE INSPECTOR OF BUILDINGS: The undersigned h reby applies for a permit accord' to the follow* g infor tion: weLocation ... .. ..... .... r.... ..... ProposedUse ..... .................................... .............. .............................. .... Zoning District ...... .... .............................................. . ..........Fire District ..:'!//!'K .. �. ..r�..... .... .... ... ... .. Name of Owner ................... 1 .. `...:...Address ../...r....................�� �v�l�//. .... .... Nameof Builder ....... .......................................Address .................................................................................... Nameof Architect ...........................................................................Address ............. . ......... ................. .......... Foundation ../... `e � Number of Room ................... .. .................. .......... .......... ,17 Exterior ...f�4!..C.. ..: ./..X-3....... ..0 ..Roofing .... .... G. ...........................�. ................... Floors ...�.� .. .. ........ ...... G2�,1.�... ................Interior .......:5v\...................................... Heating ..... ..................Plumbing .....5;;?,!�... . s Fireplace <</.........`...................................................Approximate. Cost ...... ..0.0...0..................... ... Definitive Plan Approved by Planning Board `/ % _ 9_ 1 Area ! ( •S......... .. ... ........... .......... 00 Diagram of Lot and Building with Dimensions Fee �7 SUBJECT TO APPROVAL OF BOARD OF HEALTH �y X r/ O` 7` cck �Y 1 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. Name ....... ... C. Construction Supervisor's License C /.. .. '.. ........ JWRIER CORP. a ... Permit for .... ............... Single Family Dwelling ........................ Location ..... .....6.7.9...Wak.e.b.yjRQq4...... MAX- .................... Stgu.Mills.......... Owner .....Gr.e.e.nb r.i.e.r..C.9.r.p............................. Type of Construction ..........Frame.., 7 ............................................................................... Plot ............................ Lot ................................. Permit Granted ....:.-..APKi.1..-2,.3J............19 86 Date of Inspection 4.... ...... ........... ....19 Date Completed .......... ..1.9 Assessor's map and lot numbe"r .......... .... TN E 4 J SewQge .Permit number ........................................................ tt Z BABB9TADLE, i -C1House number ...... ��. .9................................................... ro rhea 0 Mix Or• TOWN OF BARNSTABLE- BUILDING INSPECTOR APPLICATION (, „ / 1/ /f!G / ........................ .. FOR PERMIT TO ... ... ...�%�x�.. ... ......... . ... ..... . . ..... .......: TYPE OF CONSTRUCTION /,(/0�7/�/ ..........................................._. .. . .... ....................... . /.. 19& TO THE INSPECTOR OF BUILDINGS: The undersigned ??hereby applies for a permit according to thefollowiing information: �// Location .../�..1....�. /, /�...�1.�.. .P..ACil �/�, ,, ,/��/,�• .. .��.. ............ �.........�...................... .. ... . .. ... . .. ProposedUse ..... 1//?��./P....... .......<,!.................................................................I.......................................:..... ZoningDistrict ...... ...................................................../...........Fire District .................................................� � ......�.. � ........ ���� Name of Owner � /ZG� G+. ...Address - Name of Builder .......................................Address Nameof Architect .f..................................................................Address ............. ............. ...... i Number of Rooms ....... ) .................................1...................Foundation �oe �e .I.... I ` Exterior ...��c.J ....................� ..5;,.P r..Roofing /� �G /�� .� ................... l/ ...`..Z/✓ ?...... /....... Floors `lI.�/�!1 ...../.... �rc, 4�t� Interior ) !�i n C.c /-- . .....,.... .. ..... / U.................................. ....................... ............................................ Heating' ........ .._.........�....., .n.......7C,........................Plumbing ...... Fireplace / ...................................................Approximate. Cost ...............•,)��. - .U.. ........................... . ��Definitive Plan Approved by Planning Board ___/ngzz�,9________-. Area .....:................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH r h ' f 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. Name .... �� �. .... ... Construction Supervisor's License o v. a.�..?........ GREENBRIER CORP A=028-025 M,�! ' 11 §�QKNo Permit .. : . Y..............Sin le Famil Dwellin ......................... Location ......bg:t.. ................ ............................ Owner ...... r...QAirp� .......................... Type of Construction ....Frame............ ............. ............................................. ................... Plot ..................... ...... Lot ................................ Permit*Granted ...April'-23. ............19 86 ..................... Date of Inspection ..................................19 Date Completed ... ........................ ......19 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 GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS PV5 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached 1. ALL WORK TO BE DONE TO THE 8TH EDITION GEN #168572 ' • X$' ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) x x x x x x x x PREWUSE CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J B-0 2 6145 7 0 0 �' DESCRIPTION: DESIGN: \�` CONTAINED MALL NOT BE USED FOR THE �.��! BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NICKERSON, CATRINA P NICKERSON RESIDENCE David Caropresi SolarCity.Nat MALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 679 WAKEBY RD 3.38 KW PV ARRAY �� PART TO OTHERS OUTSIDE THE RECIPIENTS TMK OWNER:ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: MARSTNS ML, MA 02648 24 SL Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (13) TRINA SOLAR # TSM-260PDO5.18 ARp: * SHEET: REV: DATE: Madborough,MA 01752 SOLARCITY EOUIPMENT, WITHOUT THE WRITTEN ���: PAGE NAME L (650)638-1028 F: (650)638-1029 PERMISSION of SOLARaTY INC. ISOLAREDGE # SE3000A—USOOOSNR2 5083600118 COVER SHEET PV 1 0 8/20/2015 (BBB)-SOL-CITY(765-2489) w w.sdarcitycorn , r PITCH: 22 ARRAY PITCH:22 MPl AZIMUTH:212 ARRAY AZIMUTH:212 MATERIAL: Comp Shingle STORY: 2 Stories 679 Wakeby Rd (E) DRIVEWAY Front Of House C D LEGEND _. AC 0 (E) UTILITY METER & WARNING LABEL ln� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS Inv © DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS O Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS a�L- O DEDICATED PV SYSTEM METER MP1 O STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR A GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_'J SITE PLAN Scale: 1/8" = 1' 01' 8' 16' * - S J B-0 2 614 5 7 00 PREMISE 01YNER DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: �e`�a ■ CONTAINED SHALL NOT BE USED FOR THE NICKERSON, CATRINA P NICKERSON RESIDENCE David Caropresi � ,\�Olar�l�� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 679 WAKEBY RD 3.38 KW PV ARRAY ;� PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLEs MARSTNS ML MA 02648 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (13) TRINA SOLAR # TSM-26OPDO5.18 SHE: REV DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN p PAGE NAME T. (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOS' S0°36001 8 PV 2 a 8 20 2015 (888)-SOL-CITY(765-2489) www.sclarcitycom SOLAREDGE SE3000A—US000SNR2 SITE PLAN / / PV MODULE S 1 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT - (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 0 11'-7" ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) LBW (E) COMP. SHINGLE (1) (4) PLACE MOUNT. SIDE VIEW 0 F M P 1 NTS (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH A 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES (6) INSTALL LEVELING FOOT WITH Mp1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER BOLT & WASHERS. LANDSCAPE 64" 24" STAGGERED (2-1/2" EMBED, MIN) PORTRAIT 48" 19" (E) RAFTER RAFTER 2x8 @ 16" OC ROOF AZI 212 PITCH 22 STORIES: 2 �` 1 STANDOFF ARRAY AZI 212 PITCH 22 C.I. 2x6 @16" OC Comp Shingle i i i F CONFIDENTIAL— THE INFORMATION HERON F J B-0261457 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE NICKERSON, CATRINA P NICKERSON RESIDENCE David Caropresi BENEFIT OF ANYONE EXCEPT SOLARgTY INC., TEM: ��°SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR INComp ount Type C 679 WAKEBY'RD 3.38 KW PV ARRAY h� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES:- MARSTNS ML MA 02648 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 24 St Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE NA SOLAR # TSM-260PDO5.18 SHEET: REV. DAIS Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. DGE SE3000A—USOOOSNR2 5083600118 STRUCTURAL VIEWS PV 3 o 8/20/2015 (888)-SOL-CITY(765-2489) .w.sdercitr�n UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. NUMB(CONFIDENTIAL THE INFORMATION HEREIN JMW J B-0 2 614 5 7 00 RISE OWNER: DESCRIPTION: DESIGN: — NUMBER. \��b ■ CONTAINED SHALL NOT BE USED FOR THE NICKERSON, CATRINA P NICKERSON RESIDENCE David Coropresi � Olar�'�� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'ai NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 679 WAKEBY RD 3.38 KW PV ARRAY i PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES MARSTNS ML MA 02648 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (13) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEET: REV' DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERITR T. (650)638-1028 F: (850)838-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE3000A—USOOOSNR2 5083600118 UPLIFT CALCULATIONS PV 4 a 8/20/2015 (888)-SOL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO TWO N GROUND Panel Number:TM20105 Inv 1: DC Ungrounded ( ) _ 13 GEN #168572 ( ) # ( ) INV 1 — 1 SOLAREDGE ## SE3000A—USOOOSNR2 LABEL: A ( )TRINA SOLAR�TSM-260PD05.18 ELEC 1136 MR RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2241030 Inverter; 300'OW, 24OV, 97.5%a w/Unifed Disco and ZB,RGM,AFCI PV Module; OW, 236.9W PTC, 4OMM, Black Frame, H4, ZEP, 1000V Overhead Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE OC STRINGS IDENTIFIER E 125A MAIN SERVICE PANEL E 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER 10OA/2P Disconnect z SOLAREDGE SE3000A-USOOOSNR2 (E) LOADS A zaov L7 L2 N 1 20A/2P ---- GND ---------------------- EGG DCn DC• - A --------------- - GEC ---TN Dc DC- MP 1: 1x13 I B EGC I GND __ EGC--------------------------------------- -----------------tJ, I I N I , _J c EGCLEC I I I I I I TO 120/240V SINGLE PHASE I I UTILITY SERVICE I I I I I I I I . I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP OI (1)GE 9 THQL2120 PV BACKFEED BREAKER A (1)CUTLER—HAMMER 19 DG221URB /t, PV (13)SOLAREDGE�300-2NA4AZS D� Breaker, 20A/2P, 2 Spaces Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R A PowerBox ptimizer, 300W, H4, DC to DC, ZEP —(2)Ground Rod; 5/8' x 8', Copper —(1)CU1 R—NAMMER &0003ON8 Oraund eutral Kit; 30A, General Duty(DG) n� (1)AWG�6, Solid Bare Copper —(1)Ground Rod; 5/8' x 8', Capper (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 0, THWN-2, Black 2 AWG 10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC (1)AWG#10, THWN-2, Red O (1)AWG a6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.53 ADC LLL����LLLL(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC .. . . . . . . (1)Con0uit Kit;.3/4' EMj .. . .. , , .. , .. • , •. •. . . ,• • , . , , . . . • . • . _• •• (1)AWG B,.TFHWN-2,.Green . _ EGC/GEC.-(1)Conduit.Kit;.3/4'.E.. .•• . ... . ,• CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6145 7 0 0 QxNER DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE NICKERSON, CATRINA P NICKERSON RESIDENCE David Caropresi 'SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: a3 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 679 WAKEBY RD 3.38 KW PV ARRAY 0,� m PART IZ OTHERS EXCEPT IN THE RECIPIENTS MODULES: MARSTNS ML MA. 02648 ORGANIZATION, ECCEPT IN CONNECTION WITH � 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (13) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEEP: REV DATE Marlborough,MA 01752 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN ���: T: (650)-SOL-CI638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE3000A—USOOOSNR2 5083600118 THREE LINE DIAGRAM PV 5 (1 8/20/2015 (688) TY(765-2489) www.solarcityca WARNING:PHOTOVOLTAIC POWER SOURCE Label • •n: Label Location: Label Location: __ Code: WARNING :_ Code:' WARNING Code:NEC ELECTRIC SHOCK HAZARD 690.31.G.3 NEC � ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS 1 THE DC CONDUCTORS OF THISNEC 1 Label Location: TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEPA ARE • BE USED WHEN LOAD SIDES MAY BE ENERGIZED UNGROUNDED ANDINVERTERIS PHOTOVOLTAIC DC D IN THE OPEN POSITION (v1AY BE ENERGIZED UNGROUNDED DISCONNECTCode: NEC ••1 Label Location: Label Location: PHOTOVOLTAIC POINT OF -• MAXIMUM POWER-_ D INTERCONNECTION A UVARNING: ELECTRIC SHOCK POINT CURRENT(Imp) Per Code: HAZARD.DO NOT TOUCH NEC ''1 690.54 NIAXINIUM POWER- VNEC 690.53 TERPAINALS.TERMINALS ON POINT VOLTAGE (Vmp)� MAXIMUNI SYSTEM_ BOTH THE LINE AND LOAD SIDE VOLTAGE(Voc) V N1AY BE ENERGIZED IN THE OPEN SHORT-CIRCUIT POSITION. FOR SERVICE A DE-ENERGIZE BOTH SOURCE CURRENT(Isc) AND N1AIN BREAKER. PV POWER SOURCE MAXINIUNI AC A OPERATING CURRENT MAXI�4UN1 AC V Label • •Per OPERATING VOLTAGE WARNING ' ..- NEC ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED ' 1 NORMALLY GROUNDEDLabel Location: CONDUCTORS MAY BE CAUTION • UNGROUNDED AND ENERGIZED DUAL POWER SOURCEPer Code: SECOND SOURCE IS NEC 690.64.B.4 PHOTOVOLTAIC SYSTEM Label • • WARNING ' Per Code: Label Location: ELECTRICAL SHOCK HAZARD _ DO NOT TOUCH TERMINALS 1 CAUTION ' • TERMINALS ON BOTH LINE ANDPer Code: NEC LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.13.4 IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS AUNAYS PRESENT WHEN SOLAR N10DULES ARE EXPOSED TO SUNLIGHT Label • • WARNING ..- INVERTER OUTPUT Label • • CONNECTIONNEC 690.64.B.7 Disconnect PHOTOVOLTAIC AC • DO NOT RELOCATE DISCONNECTPer Code: THISODEVCERRENT • uit NEC •.1 :. (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With . . - DC Disconnect - MAXIIv1UM AC A •I) (LC): Load Center OPERATING CURRENTPer Code: AC NEC 690.54 '• Point of • • OPERATING VOLTAGE V �a • . 3055 Cearview Way San Mateo,CA 94402 . • a �� • .• `e'SolarCity ®pSolar Next-Level PV Mounting Technology ''SSolarCity I ®pSolar Next-Level PV Mounting Technology . Zep System components for composition shingle roofs r_ Up-roof r �r Ground Zep Interlock y(ey side amxnl Lerel'o,p Foxe ^'— v 'Z Zcp Cornpalblc w Modutc zmcrooee - -� _ Roof AVa h6 t aeaw skkl Gol4P4r/e ti � Description IN%m� PV mounting solution for composition shingle roofs cdrepa_ Works with all Zep Compatible Modules • Auto bonding UL-listed hardware creates structual and electrical bond Ili Zep System has a UL 1703 Class"A"Fire Rating when installed using U` UShU modules from any manufacturer certified as"Type 1"or'Type 2" Comp Mount Interlock Leveling Foot Part No.850-1382 Part No.850-1388 Part No.850-1.397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 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 r • Zep System grounding products are UL listed to UL 2703 and ETL listed to 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 Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460. Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.00m Listed to UL 2703 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 Zap 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 Zap Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each producL 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 Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.cem. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 1 of 2 02 27 15 ZS for Comp Shingle Culsheet Rev 04.pdf Page: 2 of 2 solar=oo1 solar=oo SolarEdge Power Optimizer Module Add-On for North America o P300 / P350 / P400 SolarEdge Power Optimizer Module Add-On For North America P300 PssD P40D (for PV (formodules PV (f moduell PV modules) modules) modules) P300 / P350 / P400 ° !INPUT Rated Input DC Power•` 300 350 400 W Absolute Maximum.lnput Voltage(Voc,at.lowest temperature) .,,, .48.. .... ..... ..60., ..... .... .80. ..... Vdc ,. ........................... ......... ...................... ..... ........... MPPT Operating Range ........8.48.....................8 60 8„8U.............Vdc..... Maximum Short Circuit Current(Isc) 10 Ad c MaximumDC Input Current .......................................................................12.5..........................................Adc.... .............................................................................................................................................................................. MaximumEfficiency.............................................................................:.............9.....9.5. % ................................................... ........ Weighted...E.ffi.ciency.. 98.8 % .. . ..... ....................................................................................................................................................... Overvoltage Category II )OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) I �� Maximum Output Curren[ 15 Adc Maximum Output Voltage 60 Vdc 1 OUTPUT DURING STANDBY)POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc i••s{+�,c, :STANDARD COMPLIANCE a FCC Part15 pass B,IEC61000-6-2,IEC61000-6-3 Safety......................................................................... ..........IEC62109:1(class II safety)..UL3741................................. RaHS Yes t INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage.........................................................................1000.........................................Vdc..... Dlmenzlons IW x L x HI.....................................................................141 x 212 z 40.5/,5.55 x 8,34 x 1.59....................,mm/in.. Weight(including cablezl..................................................................................950/2 1......................................Br/Ib Input Connector MC4/Amphenol/Tyco Output Wire Type/Connector Double Insulated;Amphenol Output Wire Length............................................................. /.3. .......I.......................1�.�39..........................T R.... OperetngTemOereture Range.................................................................... .............................. Protection Rating....... ..........................................................................IP65/,NEMA4........................................ Relative:Humidiry............................................................................................0-100 %...................................................... a x.cm src owm a N.�aa..saew.a w m.swcw.+wxr.rce.ua•.a. J PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE t INVERTER SINGLE PHASE 208V 480V PV power optimization at the module-level Minimum String Length(Power optimizers) 8 30 18 — Up to 25%more energy Maximum String Length(Power Optimizers) 25 25 50 ..................................................................................................................... Maximum Power per String 5250 6000 12750 W - Superior efficiency(99.5%) .................e........................................................................................................................................................ Parallel Strings of Different Len hs or Orientations Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading "'"""'""""""""".""......"""""......"""""""""'""'" ..."' "'."'................."'..."" — Flexible system design for maximum space utilization - Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety n USA - GERMANY - ITALY - PRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us � i THE Trinamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power watts-Pw (wp) 245 f 250 255 I 260 , • 941 `Power Output Tolerance-Pwz(%) + 0-+3 THE TrinamountMaximum Power Voltage-VMP(V) I 8.2 8.27 8.37 I 8.50 to„crn„ m 1130. o I 30.6 Maximum Power Current-Iu.PP(A) 8.20 8.27 1I 8.37 8.50 russene*E J Open Circuit Voltage-Vac(V) 37.8 38.0 1 38.1 [ 38.2 - c 111 r '-09•" Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 wsruEw�„asI n 111 t MODULE Module Efficiency it.(%) 15.0 1 15.3d 5.3 I 1 I , 15.9 STC:Irradiance 1000 W/m'.Cell Temperature 25°C.Air Moss AMI.S accortling to EN 60904-34-3. Typical efficiency reduction of 4.5%at 200 w/m'according to EN 60904-I. o 0 � e 0 ELECTRICAL DATA @ NOCT Maximum Power-P-x(Wp) I 182 186 190 193 60 l/�_V E L L i Maximum Power Voltage-V„r IV) rL 27.6 28.0 28.1 28.3 MULTICRYSTALLINE MODULE GAOOH---- A A Maximum Power Current-l-P(A) I 6.59 � 6.65 ' 6.74 I 6.84 „a�,111O1E Open Circuit Voltage(V)-Voc IV) JJJ 35.1 35.2 35.3 35.4 WITH TRINAMOUNT FRAME - _ Short Circuit Current(A)-Isc(A) I 7.07 I 7.10 7.17 ! 7.27 NOCT:Irradiance at 800 W/m'.Ambient Temperature 20°C.Wind Speed 1 m/s. 245-26OW - PD05.18 81z 180 Back View POWER OUTPUT RANGE MECHANICAL DATA I1 Solar cells Multicrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution f Cell orientation 60 cells(6 x 10) �%J Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) 1 5.9/Q Weight 21.3 kg(47.0 Ibs) MAXIMUM EFFICIENCY Glass I3.2mm(0.13 inches).High Transmission,AR Coated Tempered Glass A-A (Backsheet ,White Good aesthetics for residential applications Frame i Block Anodized Aluminium Alloy with Trinamount Groove I J-Box 1 IP 65 or IP 67 rated 1 1 I-V CURVES OF PV MODULE(245W) I 0 T 3 o Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches"), 1200mm(47.2inches) POWER OUTPUT GUARANTEE 'om 9.m �Fire Rating Type 2 � ! 8.01 800W/m' ! Highly reliable due to stringent quality control _6: m • Over 30 in-house tests(UV,TC,HF,and many more) v 5.. As a leading global manufacturer • In-house testing goes well beyond certification requirements u 4•m TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic 3. 200w/m' Nominal Operating Cell i Operational Temperature l-40-+85°C products,we believe close m Temperature(NOCT) as°c(±2°c) cooperation with our partners I t I Maximum system 1000V DCjUQ f 000 - Temperature Coefficient of Pruz -0.41%/°C Voltage 1000V DC(UL) i is critical to success. With local 1 0.� ID.m zoo 3om 4D.m presence around the globe,Trina is VoUage(V) Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A able to provide exceptional service Temperature Coeffcient of Isc 111 0.05%/_ C to each customer in each market ; ® Certified to withstand challenging environmental and supplement our innovative, conditions reliable products with the backing 2400 Pa wind load of Trine as a strong,bankable l partner. We are committed • 5400 Pa snow load WARRANTY P 10 year Product Workmanship warranty to building strategic,mutually beneficial collaboration with 125 year Linear Power warranty installers,developers,distributors (Please tefer to product worronly for details) a and other partners as the - backbone of our shared success in CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY l/�L,1 PACKAGINGCONFIGURATION 10 Year Product Warranty•25 Year Linear Power Warranty a`�us Modules per box:26 pieces z' Trina Solar Limited a www.irinasolaccom �� ® Modules per 40'container:728 pieces iAddlryonal Value EutB wEEE { a ham Trl coMvu�„t 0 90% Aa 5pjar'B linear N'arfOnh, • CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. patEPAl� Trinasolar 3 Trinasolar c 2014 Trina Solar Limited.All rights reserved.SpaciOcations included In Ihls datasheet are subject to }� W i O 80% change without notice. Smart Energy Together rears s to Is 20 zs Smart Energy Together P4bsmla`e ' Trina standard Indusuystandard__ i THE Vammount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA®STC unit:mm Peak Power Watts-P-(wp) 250 1 255 c I 11 2 r 260I 265 941 Power Output Tolerance-Pw 0-I+3 Maximum Power Voltage-VN (V) 30.8 l 1 Maximum Power Current-IµPv(A) 8.27 8.37 8.50 8.61THE THnamount 1 38.1 38.2 38.3-TE penrcuoage- oc( ) . it 11 Short Circuit Current-Isc(A) 8.79 8.88 9.00 9.10 NST.usN¢NaF e O D E Module Efficiency qm(%) I .Air 15.r 14-3 i 16.2 STC:Irradiance 1000 W/m'.Cell Temperature 25"C Air Mass AMI.S according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 w/m2 according to EN 60904-I. i 0 V) a ELECTRICAL DATA®NOCT 6 0 CELL ��� Maximum Power-P�,c(Wp) � 186 I 190 � 193- � 197 IMaximum Power Voltage-V-(V) Tl' 28.0 28.1 28.3 28.4 MULTICRYSTALLINE MODULE Maximum Power Current-l-P(A) I 6.65 I 6.74 I 6.84 6.93 , °OJ�OOXD•c""r ! 111 ii ' PDO5.18 ru�N°u A A {Open Circuit voltage(V)-Vat(V) 35.2 35.3 35.4 35.5 WITH TRINAMOUNT FRAME iShort Circuit Current(A)-Isc(A) 7.10 7.17 7.27 7.35 �7_ :=i=A, NOCT:Irradiance of 800 W/m'.Ambient Temperature 20-C,wind Speed I m/s. - 812 180 250-265W Back view MECHANICAL DATA POWER OUTPUT RANGE 11 Solarcefis I Multicrystalline 156 x 156 mm(6 inches) 11 { 1 Fast and simple to install through drop in mounting solution 1{Cell orientation 60 cells(6•10)Module dimensions j 1650.992 x 40 mm(64.95 x 39.05 x 1.57 inches) 16 /�� i Weight 19.6 kg(43.121bs) L• � Glass 3.2 mm(0.13 inches),High Transmission.AR Coated Tempered Glass MAXIMUM EFFICIENCY i A-A Backsheet white Frame I Black Anodized Aluminium Alloy ® Good aesthetics for residential applications J-Box IP 65 or IP 67 rated I • Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'). 0 ti-}�3� 1200 mm(47.2 inches) POSITIVE POWER TOLERANCE I-V CURVES OF PV MODULE(260W) connector H4 Amphenol Fire Type j UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control 4m • Over 30 in-house tests(l1V,TIC,HF,and many more) 00 As a leading global manufacturer �Lr J • In-house testing goes well beyond certification requirements °A0 m TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic PID resistant s.� Nominal Operating Cell Operational Tem erature r-40-+85°C products,we believe close •'0° Temperature(NOCT) 1 as°c(±z°c) p I cooperation with our partners 3.0o Maximum system IOOOV DC(k) 4 is critical to success. With local k{ '- za° -Tmw/ Temperature Coefficient of P uz -0.41%/°C Voltage 1000V DC(UL) I presence around the globe,Trina is 00 MA I Temperature Coefficient of Voc -0.32%/°C f Max Series Fuse Rating 115A able to provide exceptional Serviceo m 30 4o so Temperature Coefficient of Isc 0.05%/"C i to each customer in each market Certified to withstand challenging environmental so I and supplement our innovative. ® conditions � M reliable products with the backing of Trina as a strong,bankable • 2400 Pa wind load• 5400 Pa snow load WARRANTY I 1 partner. We are committed CERTIFICATION 10year Product Workmanship Warranty to building strategic,mutually { 25 year linear Power warranty_ beneficial collaboration with installers,developers,distributors oOm asps (Please refer to product warranty for details) n' and other partners as the backbone of our shared success in driving Smart Energy Together. ^ LINEAR PERFORMANCE WARRANTY `�' Err PACKAGING CONFIGURATION 10 Year Product Warranty•25 Year Linear Power Warranty Modules per box:26 pieces z Trina Solar Limlted fmodules - f per 40'container:728 pieces www.irinaSOIOLCOm l m100% ��- a Additional vol ' ae/So 0 900 A)rflnp Sol,,,.,line or WCrran • CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. aOMPAr� �' o7 ®2015 Trina Solar Umited.All rights reserved.Specifications Included to this datasheet are subject to Trinasolar t;80% Tr�nasolar change without notice. I = NilSmart Energy Together I Years 5 to Is 20 2s Smart Energy Together ' ���,_ _ ^�,■Trina standard ■Industry sWndrd I =@@ soIar • • Single Phase Inverters for North America soIar SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US SE380OA-US I SESOOOA-US I SE60WA-US SE760OA-US I SE1000OA-US I SE114WA-US .OUTPUT SolarEdge Single Phase Inverters 9980@208V Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA .. .10000,E 240V. .................. ........... Max.AC Power Output 3300 4150 S400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America . . . . ... . .. .... . ...... . ................ ............... .5450.@�40�. ................ ................ .1o95o. ?40�. .................. ........... AC Output... .Voltage. ...Min...:Nom. :.M.ax.°1 SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ACOutp8-229Vac „ .................. .................. ........... ...................................... ................ ............... ................. . AC Output Voltage Min:Nom:Max.t'l � � � � � .11 � SE7600A-US/SE10000A-US/SE11400A-US 211.240:2. . ... .............. AC Frequency Min,-Nom;Max.i'l--- 59.3-60-60.5(with HI country setting 57-60-60.5) Hz 48 Max.Continuous Output Current..... .....12.5.......I......lb......1...21�,24 V..I.......25.......I.......32.......I...42.Cp1,240V...I.......47.5....... .... A..... ................................... .. GFDI Threshold Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes f .INPUT �uverte�'v Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W Transformer-less,Ungrounded Yes ..Max.Input Voltage. ................ ...........:.............................. .............500... .. .................................................. ...Vdc... ........ ...................... ............. .... .... f a�Vdatrattbl � .Nom.DC Input Voltage,,,,,,,,,,,,,,, ,,,,,,,,,,,, ,,,,,,,,,,, 325 @ 208V/350 @ 240V „,,,---...... -Vdc-,,, . .. Volt. . .. .. .. .. .. .. .. .... 16.5@208V 33@208V dW�efleh°Fay Max.Input CurrenN 9.5 13 15.5 Q° 240V 18 23 30.5 @ 240V„ 34.5 Adc I...............I....... ........I................I................ ........ Max.Input Short Circuit Current .............................45..................................... ................ .A.c.... - Reve.s?...larity.Protection.......... ................................................ ..... .Yes........ ................................................. ......... ( ` Ground-Fault Isolation Detection 600ko Sensitivi -' ..MaximuminverterEfficiency.......... ......97.7.... ....98.2.... ....98;3...... .....98:3...... ......98....... .... 98 98 .6 .......................... ............. ............... .... .. CEC Weighted Efficiency 97.5 I 98 97.5 @ 208V 1 9. 9..5 97 @ 208V 97..5 % ....g......................... .............. ..98-�p1.240V.. ................ ....... ........ ..97;5 @ 240V.. .......... ....... ........... I Ni httime Power Cosumption <2.5 n <4 W f _ ADDITIONAL FEATURES Supported Communication Interfaces Rs485.RS232,Ethemet,ZigB.ee(optional) ........................................... ............................... ........... i Revenue Grade Data,ANSI C12.1 ------------------------------Optional") i� Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is insta lied 14) STANDARD COMPLIANCE l Safety ........ UL1741,.UL1699B,.UL1998,CSA 22.2 Grid Connection Standards IEEE1547 ........................................... .......................................................................................................................... ........... Emissions FCC part15 class B ® -- INSTALLATION SPECIFICATIONS output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG 6 .... ............................... ........................................................ .. ...... . ........... ... .......... .. DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/16-6 AWG 3/4"minimum/1-2 strings/ _ - AWG rang,?........... . .... ........ .................................................................................... ........ 14-6 AWG............. ........... .. _ Dimensions with safety Switch 30.5x 12.5 x 7.2/775 x 315 x 184 30.5 x 12.5 x 10.5/ in/ ..(fI%VJXQ)................................ ................................ . 775 z 315 x 260 mm 7 .. . ............. ......... Wei ht with Safe Switch 51.2/23.2 54.7/24.7 88.4 40 1 Ib/ �.............ri..................... .................. I............................... ....... ............88.4/...:.............. ......!�... # Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user The best choice for SolarEdge enabled systems ........................................... ................................................................... .replaceable). ..................................... ........... g y .....Noise <25 <50 dBA ...................................... ................................................................... ...................................................... ........... - Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min:Max.Opereting Temperature -13 to+140/-25 to+60(-40 to+60 version available(s)) -F/'C RanBe................................... ..........:............................................................................................................... ........... - Superior efficiency(98%) ..Protection Rating....................... ........................................................NEMA 3R........................................................ ........... - Small,lightweight and easy to install on provided bracket t"For other regional settings please contact SolarEdge support. Built-in module level monitorin tD A higher current source may be used;the inverter will limit its input current to the values stated. pl Revenue grade Inverter P/N:SE-A-USOOONNR2(for 760OW Imerter:SE7600A-US002NNR2). g Ht Rapid shutdown kit P/N:SE1000-RSD-SI. - Internet connection through Ethernet or Wireless _01.10 version P/N:SE-A-USOOONN1.14(for 760OW erte SE7600A-US002NNU4). - Outdoor and indoor installation i - Fixed voltage inverter,DC/AC conversion only - Pre-assembled Safety Switch for faster installation - Optional-revenue grade data,ANSI C12.1 05 sunscEcROHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us r