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0061 SQUARE RIGGER LANE
6 / � �r�. �t 9*Twc,o TOWN OF BARNSTABLE 32406 Permit No. . BUILDING DEPARTMENT s 4 ' l TOWN OFFICE BUILDING Cash .............. . • L 679 \ 'la4+ HYANNIS,MASS.02601 Bond X q CERTIFICATE OF USE AND OCCUPANCY Issued to Capricorn Realty Trust Address Lot #117, 61 Square Rigger Lane Hyannis, Massachusetts 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. June 9, 19..89 .......... c/ U`!. ........ ,�,•�••............... Building Inspector f TOWN OF BARNSTABLE BUILDING DEPARTMENT ! asaaar : TOWN OFFICE BUILDING � rua g i659' �� HYANNIS, MASS. 02601 J MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy 'Permit has'been issued' for the building authorized by BuildingPermit #......... ............................................................................................... ...................»....................... issued to L.�'..��'e;-Z� /� .. ............. (..._.. f� .r Please release the performance bond. G' THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) m A- L DATA �tA q 0 2 9 APPLICANT ADDRESS IN 0.) S T R E:E T (CONTR-S LICENSE) PERMIT To YPE OF IM-PROVEMENT) N STORY NUMBER OF 0. (PROPOSED USE) DWELLING UNITS AT (LOCATION) ZONING IND.) (STREET) DISTRICT BETWEEN AND (CROSS STREET) ____ (CROSS STRCEF) SUBDIVISION LOT LOT -BLOCK SIZE 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: AREA OR VOLUME ESTIMATED COST $ PERMIT (CUBIC/SQUARE FEET) FEE OWNER I ADDRESS BUILDING DEPT. BY' --HIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR 'ERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTEDUNDER THE BUILDING CODE, MUST BE AP- 'ROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOC ATION OF PUBLIC SEWERS MAY BE OBTAINED ROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS )F ANY APPLICABLE SUBDIVISION RESTRICTIONS. -IINIMUM OF THREE CALL NSPECTIONS REQUIRED FeOR NED ON HIS WHERE APPLICASL SEPARATE CONSTRUCTION WORK: SPECTI PERMITS ARE IRED FOR FOUNDATIONS OR FOOTINGS. • LECTR�CAL,, ING AND PRIOR TO COVERING STRUCTURAL Q Occu WCHAN CAL IONS. MEMBERS(READY TO LATH). SUCH BUILDING SH T BE OCC L FINAL INSPECTION BEFORE F I Nx-L-11SPECT ION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBL OM STREE BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION A 2 HEATING INSPECTION APPROVALS ENGINEERING DEPART Plot oTHER LAL I I I V/ ,)19,SHALL NUI PHUCLLU UNIII IHI- IN!;111-(. PERMIT W!LL 13ECOME NULL AND VOID IF CONSTRUCTION IWJT' IIUN:, INDhill LD ON I Hl5 CAHD CAN t3L P',HAS APPROVED THE VARICULIS STAGES OF I WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE-THE ARRANGED FOR BY TELEPHONE OR WRITTEN )INSTRUCTION. Il PERMIT ;S ISSUED AS NOTED ,e';,-IE. NOTIFICATION. f TOWN4 OF BARNSTABLE BUILDING PERMIT APPLICATION Map 62 9A Parcel Application o Health Division Date Issued y"�g`� Pic Conservation Division Application Fee Planning Dept. Permit Fee Date.Definitive Plan'Approved by Planning Board N A Historic - OKH o _ Preservation / Hyannis /V Project Street Address Village Owner �.�nH �p�n�� �r J�.w���- ,rG� Address L i �t cti , �, �Y, �,e Telephone " off �� G 4ua-r\A�� IL(d1- vacs o I Permit Request -5 �f SDI c.I(5 r-ooF _Cnkl ., t ^ Uks � �v ( rcey? dzd, Lit 1(il (f �G� c ►l✓D- ��' k� CLi7�� ti Square feet: 1 st floor: existing proposed — 2nd floor: existing—proposed i Total new Zoning District � ' I Flood Plain '` Groundwater Overlay Project Valuation t Construction Type -3 Lot Size Grandfathered: ❑Yes allo If yes, attach supporting documentation. Dwelling Type: Single Family Fk!(- Two Family ❑ Multi-Family(# units) Age of Existing Structure o� i r Historic House: ❑Yes 2f`No On Old King's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other AM Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing s 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 Central Air: ❑Yes ❑ No Fireplaces: ExistingN// New Existing wood/coal stove:- ❑Yes ❑ No Detached garage: ❑ existing ❑ new si 'x ' d,, T'g g g Pool: ❑ existing ❑ new size _ Barn: 0 existing Oznew�siA - t Attached garage: ❑ existing ❑ new sizVi,#Shed: ❑ existing ❑ new size _ Other: -� cn Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 5-1 Commercial ❑Yes Ao J Dyes, site plan review# Current Use s lr �v��T Proposed Use Z �C,i&5 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) n Name lephone Number Address L G �S �2 o�c License # (_S`-126 t Home Improvement Contractor# -r Email C .. ^� ��� Gam- U Worker's Compensation # A L RUCTION k 5 CODEBRIS RESULTI F M THIS PROJECT WILL BE TO O. SIGNATURE - DATE CA f c 6 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envelope ID: 12E24C50-8156-4919-8F13-B942BCF2CA66 SolarCity I PPA AMENDMENT Customer Name and Address Installation Location Date Danny Jones 61 Square-Rigger Lane 4/1/2016 61 Square Rigger Lane Hyannis,MA 02601 Hyannis,MA 02601 0 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 ry aAe to your Power Purchase Agreement(the"PPA").The amendments are as follows: • We estimate that your System's first year annual production,will be 8,631 kWh and we estimate that your average first year monthly payments will be$98.54.Over the next 20 years we estimate that your System will produce 164,665 kWh.We also confirm that your electricity rate will be$0.1370 per kWh,(i.e.electricity rate$0.1370 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. s Customer's Name:Danny Jones Power Purchase Agreement Amendment U13BC&"A1C45D DocuSigned by:Signature: '� _ ks 659 .... .. .SolarCity Date: �l/1/2016 approved. y Customer's Name: , Signature: Signature: . Lyndon Rive, CEO Date: Date: 3/28/2016 / f - r 3055 Clearview Way,San_Mateo,CA 94402 888.765.2489 solarcity.com Power Purchase Agreement Amendment,version 2.0.2,February 15,2016 Contractor License MA'HIC 168572/EL-1136MR Document generated on 3/28/2016 @ 1698658 ❑ N�stAeRaatttt Drt►e�trh�rm 0+Pdt�e�>iat�7 SOW0 Of ttw"1111 Q0914it+Ont a"O St .�Gr,ntp CS-f0861b JASON PATRY 821 STEWART DRE AbingtonIV MA 0�! .r•�++n�mow: 02/0M19 ^— 011ke of Coaamer Affiin&Bosuns Regalatice �HOME IAIPROVBNENT CONTRACTOR RVatratlon: 1GS572 Typo EXPIratlons 3f wi-I Supplmne SOLAR CITY CORPORATION ! JASON PATRY 1 24 ST MARTIN STREET OLD 2UNI ne LBOROUGK MA 01752 Uo& eroary , ! - 3 a I . F Office of Consumer Affairs d Business Regulation 10 Park Plaza. - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration 1 Registration' 168572 " Type Supplement Card SOLAR CITY CORPORATION- Expiration: 3/8/2017 - CHERYL GRUENSTERN --- 24 ST MARTIN STREET BLD 2UNIT 11 - - — - MARLBOROUGH, MA 01752e Update Address and return card.Mark reason for change. Address Renewal ' Employment �'' Lost Card SCA 7 e'a 201�1-r•5;s�. . .. � .. � ffice of Consumer Affairs&Business Regulation. License or registration valid for individul use only IMPROVEMENT CONTRACTOR before the expiration date. If found return to: 1 , Office of Consumer Affairs and Business Regulation ,Registration: t 168572 Type: 1.0 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card. Boston,MA 02116 SOLAR CITY CORPORATION CHERYL GRUENSTERNX . 3055 CLEARVIEW WAY - t SAN MATEO,CA 94402 - -�- - --- -'-- Undersecretary Not valid without signature • '. J i r. f , Zhe Corrlmonwealih of Massachmseas Department of Industrial Accidenis 1 congress Street,Suite l i90 Boston,MA.92114-2017 www.ntgav1dia Workers'Compensation Insurance AitBda►zt:Bnitdeis/Contractors/Eleetricini s►A'Eambem TO BE FILED WITH THE PERM17TING AUTHURffY. �1pplicsnt InformatioQ please Print Le x& NaM(HusincgVDrgonizaUDMndividwn: SolarCity Corporation Address: 3055 Ctearview Way City/State/Zip, San Mateo,CA 94402 Phone# (888)765-2489 Are you an employerF Cbeek the appropriate kw, Type of project(reclttitred): LEE)I am a employer wldt 15.000 ewloy=(!'al I a paa4ime).* .7. ❑New can:&ucction 2 Q l mn a sale proprietor or partnership and hart so ar*y=ttoKAM for me"61 8. Q Remodeling any capacity.[No makes'Comp.Wmam reVked.] 3.Q I am a hoem w=doir g all work mysdf.[Ida Rorkas'C=p,9nsnranca mawd.j 9:[I Dt tttolition 4.E] mre I am a Inowner and will W hiring eorrka WA to conduct all work on my property. I will ,. 10[]Build' addition arsmc thot all ca fftectors oidw have wodw..'ao>np lion ftsuramorare We , I I.Q Electrical repah or additions profrrieMrs with no ayeeg :. 12 Q Plumbing repairs or additions So I am a gerxxai,cOMMtor and I have hired tkmdPcmuacurs listed an the a ached sheet. ' These snh-eonlrsuias here cmptoytes and(nrinc porluas'came.insuuanae:, .. _ I3.QRoof repairs t _ IA. Other solar panels". G.Q We are a oorporatim and its officm have c mimd"Vjr Tw ofexear w per MGI,C. iS2,§I(4),and we have goeatpiayccs.INo v�odaars' ,tttstttaia;e raqulrcd.j �. *Any appliomtt that dmks box dt nw also rAl out the spina below shoring their workers'compu mtion policy loformtion. +i Iomeowms%tiro submit this wNwir kwft abg they are dit all work and tbea live outside.contractors must submit a ttzw nXidavit indicaft such tCoatractms chat check this box wA attached an additional sited slwwbg the==of the sub•eomtradors vAd state whedw or not gum entities have carnloyom, if the sob-cortmmWis have anplo rces.11u7 most provide%fair trorkas'camp.policy auitdrer. , !am as employer that is previdmg workers'Cobvensattou Lsurance for ray emptoyWA Sdow cs ibe palicy and jab site infornurtton. r American Zurich insurance.Company Insurance Company Name: . Policy#or Self-ins.Lic.#: WC0182015-00 Eicpiratiwt Dater 9/1/20116 y L Ri Square. gger Lane , Cit /Statetzip;Hyannis, Job Site Address: 61 r MA 02601 . < Attach a copy of the workers'compensation pow declaration page(showing the polfey►uumber and explhntion date). Failure to secure coverage as required under MGL c,t 5.2,§25A is a criniinQl violation puntshabie by a firm up to S 1,500.00 and/or one-year inaprisonmew,as well as civil penalties in the form of it STOP WORK ORDER and a fine of up to 5250.00 a day against the violator.A copy of this statemeW may be forwarded to the Office of Investigations of the DIA.for insurance coverage vorif"scation: I do hereby certi crueler she pains andpenaftPes ofperjury that the liiformatinn provided above is true otird correct. ason Patr D : Aril 4 2016 Phpile 0k&l rise only. Do nat ie Ne in this r[im(a be compided by city or town offldaL City or Town: PermitlLicense# issaing Apthotrity(circle one): 1.Board of Health L BaUdinsg Department 3,City/Town Clerk 4.Ele.etrleal Inspector 1:Plumbing Inspector 6.Other Contact Person: A Phone#• ` A6Oe `� CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDWYY1r) 080712015 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), AUTHORIWED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. if SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsernonL A Statement on this certificate does not confer rights to the cerWicata holder In Rau of such endorsement(s). PROOUCER CONTACT MARSH RISK&INSURANCE SERVICES - 345 CALFORNIA STRI ET,SUITE 1300 " PHONE 7j�pqAKrc CALIFORNIALICENSE SUITE E-MAIL 1I+! I4Q SAN FRANCISCO,CA 94104 ALP M..5.4;.......... _........:__..-_..-- _....__.._ A(Iw Shannon Stott415-743-8334 ................ _........'.::IN9URER[S}"A1 FORCING COVERAGE..... .._._._.: NAIC9 998301-STIJ6GAWUE-15.16 _= INSURE-RA::ZadchAmencanInsuranceCompany — _ i16535 Sdaar ED tYC�tion INSURER NIA._:.. r ..._....: ..._. .. .__._ NIA 3065 Clear Asw way INSURER c:NA A Sari Malec,CA 94402' nsur --.._._ 1 wsuRER o:American Zupsh lreurance Canparry 40142 INSURER E_ _--- INSURER F: COVERAGES CERTIFICATE:NUMBER: SEA-D0271383B-08 REVISION NUMSER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE iNSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLANS L1Ri" !ADOLTSUfAi PdLICYNUMBEit" POUtYEFF POUG — LIMITS TYPE OF INSURANCE . A IX 'COMMCIAL GENERAL LIAB9.rrY GL00182016-00 0991120I5 1001=6 EACH OCCURRENCE S 3.000y000 }-- 't'_. DAMAGE TO R ED— CLAIMS44ADE.n OCCUR PR,EMISf=•5-.lE.MTEE 340t},ODO F X Sift&250,000 I MED EXP(My one pessarl( S.. _.... 6,UOp .---- PERSOaAL&ADV INJURY $ . ............. - - _.._ GEN'L AGGREGATE UMIT APPLIES PER.. GE14ERAL AGGREGATE S 6,000.000 f X POLICY 1..... 0 �..:.. L ._ C0m4PIOPAGG S- OTHER. A AUTOMOBILEL1ARKJTY SAP0162017.00'. 094112015 09101f2016 COMBINED SINGLELIMIT y 5,000000 �sccmeml--•" --— X ANY AUTO i { S=y INJURY(per person) S X_. AUTOS SCFE OWNED X, AAUTOSOULED ' ; � BODILY INJURY(Per acdderd) S x-- WREDAUTOS X... AUTOSl1AD PROPERTY]DAMAGE ... SALL . .._...._.._ COMPICOLL DED 3 55,000 . -. HoccUR ' l , � i EACH OCCURRENCEEXCESS LUIB -0AAOE ! AGGREGATE S CEO 1 REmfno s D WORKERscOMPEN&ATION jWC01W4-00(AOS) 09101/2015 109101 016 X I PER :OT . AND EMPLOYERS LIABILITY LLTULI= q Y r a M'C0182015.00 MA 0910112015 109;0112016 T ANYCERWNIS R EXCLUDED? - .{. I , E.L.EACH ACCIDENT S 1,000000 4a=F10EC7lAEM9ECE%CLUDED9 ®$lAl � p —._ ..._... ... (Mandatory In Nis) WC DE01iCTIELE 5500,000- E L.DISEASE-EA EMPLOYEE S 1,000,000 s N es,R'1__ba carder 11 i _....._ ... .. ., ._ IPt10a 0 OPERATIONS below I E.L DISEASE-POLICY OMIT S 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VMC[r4(ACORD i0l,Additional RemaArs Schedule,may be al4ehud If move space Is requ4edl CERTIFICATE HOLDER CANCELLATION Sda Cdy Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLEO BEFORE 3055Clearvit xWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN. San Mateo.CA 99402. ACCORDANCE WITH THE POLICY PROWSIDNS. AUTHORMED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolelo � ---= 01988-2014 ACORD CORPORATION."All rights reserved. ACORD 25(2014101) The ACORD name and logo.are registered marks of ACORD Version#55.3-TBD ct .0"A'SolarCity. OF March 28, 2016 g N - - � CHRIS H. KIM r" RE: CERTIFICATION LETTER 8 CIVIL ,o .52430 Project/Job#0262841 90 Fg� TE�� Project Address: Jones Residence 61 Square Rigger Lane Hyannis, MA 02601 AHJ Barnstable sc office cape Cod Digitally signed by CHRIS KIM Design criteria: Date: 2016.0398 08:16:24 -Applicable Codes= MA Res. Code, 8th Edition,ASCE 7-05,and 2005"NDS 04'00' - 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) - MP2: Roof DL= 13.5 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 by a,site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I 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 referenced codes for loading. The PV assembly hardware specifications are contained in the plans/dots submitted for approval. 3055 Clearview Way San Mateo;CA 94402 T(650)638-1028 (888)SOL-CITY F(656)638-1029.solarcity.com �A105500,ARM•8937,AZ ROC 24MVP00245430,CA MBa".,WEC80aLV MC063277MLCO12n1X.00 41WV4C*6ri8kC&02U. .VF-7di1126:.:1F:tn4M.2:FL W130Ev:22n,Hf CT-27770.it 15-M62;MANC 1564727 - EL-1136MR.M0 HIC 1"148411106.NC SMI-U.NIT 63e jCM623H.MJ'7JlRC4TMC•o180b0015aE871732700,NM EE78-37Q500.;nr rNZil121i351)T/C2-M78beg]BT-.007'�IY).OH EL 477W.OR CEA0a"JC`562,GAHSA.A0773A'.FJ ACOOa7y1/Fag 3831S.7XTECt27Q0l..UT 872 4 Q350La.'A ElE2J0577,3776�Y[EM-058T9.h".750LARC•a»OLSOL>RC LO`_--F'Q,A:canr tS9,G:nnp A-eOE.tlanau H2409)LJOf�,Ii,lnan PCE17aL Po<Ypnd H-i183440fi0•W,du1ldk 5205t•1I.K/?attihsllsrVlC-2u0C8-H73,;3 tl.0 k70038eaCt.;,ta£tn NYC tice-ed EJuaidan.d12G10,AV0a�8.,t55 V.aterSt.60,Fl.Wita7.Begin.NY lint4;01396h-0CA PN bam ixo4dgd ty„a1e+Ci.7Flna,+ea Coafpuy_LiC. - CA Hnanca Landers llcaria 4054746.Sa1aCity Fimnte Cam(.bny,tl0 sa lEermed t>y dla Dels+.are S rto Bart CommlNlpnar to a sg.in W,1na a lh D#leu^aa wW r N<-dMt rumtrr Ul9P..2.ht0 Cpr,sLin9�19M t'ic�rnm 224i.i4Y MAtal,nanl Loan ticarn^-..IL1Y)4f 1L11023.RI L7ceraad Laidx :053103LL.TK PISMO,eJ Grath for 14000 E-b3.202a01-Vi Laldu Licaroa7ib7E3 ' 1 Version#55.3-TBD 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 70.0% MP2 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 481' 191, 65" NA Staggered 87.3% MP2 48" 17" 65" NA Staggered 97.0% Str6cture Type MountingPlane c Spacing Me Framing - Pitch ,. W Qualification Results Member Evaluation Results MPi Stick Frame @ 16 in.O.C. 250 Member Analysis OK MP2 Vaulted Ceiling @ 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 Al 055CA,AP a14437,A2 ROC 2437I'JAOC 245440;CA(,.'i6888ttw.K:O EC80di CT HiC 0632718JELC 6125305.DC 4105t4pgp080JECC902585.DE'^_011120ZRo/Tt-6032.FL EC1340622b,HI c'T-ZG770,i11$•0052:MA I11C 15857?. EI.dt361•tR.M3 HIC LB?48l1805.rdC 5080 i-0:Pill 034ICIffi523M,I td IIJHICg1SV110616D600/34EB01732700.NRI EEOBv7G5PQ.tP.'NV20f27t35172/C2-(a018E4S/62-007V719.OH EL 47707.OR CBBQ:"8iC 562,F.'A I1CFA017343.PI AC0047-A rReg S83L*.MTEWIVA.VT 8 726 0 50-5 5 01.VA c'LL27051,53278.VIEI•i-05822 WA SOIAAC'o7:01:S01.aYC'C(SI`.?.+'+ILVrry 449.vrnnS e-4BC.VaIiYV H240^POCOQ tLtlSam PCG04L PoOiand H•I1B5C 40•00-00.SuIN> 52057•NS•Jest es rr Y%t7-2bC68-ht73.El YC C20013S4-0ca.;)CVJy(VI YG Licenead Ete<triciartHI261aa004465.155'.Vatx L%6th P1..LIM tO,SrcaMyn..MY11201k2013466-DCP Albans pra6ded ty .SolarCity FInanu C—N,,y.LLC CA Finance{.andarYLl;anegb 47C3.SplarG SYfirtanco CDmpa71Y,L!Cda IICaMPd b/4ha Ddiwara Slat+BAN;umt»Iffionar to anpatain{wdnosd nlDdaxara undtr liran"nlrmbgr(iM•12T.A1D G:nssrMrr Loan Li:gnlq 2241.FM InataNinanl L'amiTcrns.itt1023 J 1.11024,Ri 1.I canaodlwrder ld 2Ut5316311 Tk Rr•diLar aA Qsditor 14000SM63-202404,Wt—I.USanca#4166 . STRUCTURE ANALYSIS L M S S - LOADING G SUMMARY AND MEMBER CHECK- MP1 , Member Properties Summary MPi Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 v 13.67 It 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:^2 Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 Ix 47.63 in.A4 Board Sheathing None Total Rake Span 15.99 ft TL DON Limit 120 Vaulted Ceiling No PV 1 Start 1.58 ft ;_ Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.50 ft Wood Grade #2 Rafter Slope 250 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F,; 135 psi Top Lat Bracing Full PV 3 Start E = 1400000 psi Bat Lat Bracing At Supports PV 3 End E,„i;, 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.10 11.6 psf 11.6 psf PV Dead Load PV-DL, 3.0 psf x 1.10 ' - 3.3 psf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow.Load. �. �_: LL SLl'1• 30.0 psf x 0.7 41 x 0.7 t� . 21.0 psf 21,0-psf Total Load(Governing LC TL 1 32.6 psf 35.9 osf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf,=0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 0.41 1 1.2 1.15 ` c Member Anal sis Results Summary Governing Analysis Max Demand @ Location Capacity DCR Result Bending + Stress 1011psi 7.7 ft 1389 psi 0.73 Pass t ' j [CALCULATION=OF DESIGN V1/IND LOADS�MPi Mounting Plane Information Roofing Material Comp Roof PV'System_Typex w ` ,k ,_ g -Solar(ity SleekMount"" °`;° y Spanning Vents No _ Standoff Attachment Hardware _ T __ as =. Comp Mount.Type C ,. :h. N. Roof Slope 250 Rafter_Spacing Framing Type Direction Y-Y Rafters rr Purlin_Spacft X, Purlins Only NA Tile Reveal Tile Roofs Only NA Tile�e Attachment System`�=Tile Roofs Only NA Standing Seam/Trap Seam/Trap Spacing SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method __,Partially/Fully_Enclosed Methods Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category — _ _C _Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B .r Mean Roof Height h _ 25 ft 4 Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt__ __ 1:00Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor ••;:<.. v. I d: 1 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 u -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure P p=qh(GC) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure.Down 11.2 psf ALLOWABLESTANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cahtileve_E K, Landscape's -- Standoff Confi uration Landscape Staggered Max Standoff TributarylArea § Trib ,,,;, -17 ssf g p . rvv _.. -._... .�__�. — se. PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff ,�T$actual 350ylbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 70.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable,Cantilev_er ¢._�._ Portrait 19" Standoff Configuration Portrait Staggered Max;Standoff Tributary Area `-!�Jrib__-� `" 22 sf PV Assembly Dead Load W-PV 3.0 psf N_et WindiU lift it Standoff :° T-actual 436 Ibs•*' a= .. ° Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci n�DCR=r _ wy:_ 87s3°/o _. � v STRUCTURE ANALYSIS -LOADING SUMMARY AND MEMBER CHECK- MP2 1 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof : .stem Properties * ,,, San 1 10 77-ft'..•. °Actual D - Ate' : 7,25" Number of Spans(w/o Overhan 1 San 2 Nominal Yes Roofing Material Comp Roof - -S an 3 a_� A'�'A - 10.88 in.^2 Re-Roof No Span 4 S. 13.14 in.^3 PI ood Sheathing Yes San 5 I =47.63 in.^4 Board Sheathing None Total Rake Span 16.39 ft TL Defl'n Limit 180 Vaulted Ceiling ;gip ,' NYes . !4 ?NAq PV 1 Start WAR" 1.42 fi -,17 Wood Species,: 4`W" SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.83 ft Wood Grade #2 Rafter Slope 450 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing 7. Full T PV 3 Start, „`3 E 1400000 psi Bot Lat Bracing Full PV 3 End Emi,, 510000 psi Member Loading mary Roof Pitch 12 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.4,1 19.1 psf 19.1 psf k. .,v `x.141 x. _.. � '°4.2 psf #.`- PV Dead Load.� � "�.° -�. PV-DL �, �_�3:0 sf " t� - Roof Live Load RLL 20.0 psf x 0.60 12.0+psf Live/Snow Load LL SL12 =} 30.0 psf �- x 0.54 1 x 0.29 16.2 psf 8.7 psf Total Load(Governing LC TL 1 35.3 psf 32.0 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 Design Summary(per NDS Governing Load Comb CD CL + CL CF Cr D+ S 1.15 1.00 1 1.00 1 1.2 1 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact -Result Gravity Loading Check 617 psi 552 psi 0.90 Pass :,. . , [CALCULATION OF DESIGN'WIND LOAD5MP2 Mounting Plane Information Roofing Material Comp Roof 'SolarCity,SleekMount " " r Spanning Vents No Stand ff(Attachment Hardware =W Comp Mount Type C _ Roof Slope 450 Rafter Spacing -___ - 16' O.C. Framing Type Direction Y-Y Rafters Purlm_Spacing, *a <xn ,r X-X Purlins Only =' NA _ .�� . Tile Reveal Nile Roofs Only NA Tile Attachment System .' Tile Roofs Only_ _. " NA ! .Standing Seam/Trap Seam/Trap Spacing �SM Seam Only NA Wind Design Criteria Wind Design Code ull 7 05 Wind,Design MethodI 2 z..v • Partially/Full;E closed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category Section 6.5.6.3w Roof Style Gable Roof Fig.6-11B/C/D 14A/_B Mean Roof Height h 125 ft Section 6.2T Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic_Factor� w. �, ., Krt 0 - .._ _ _.. _ Section 6;5J Wind Directionality Factor Kd _ 0.85 Table 6-4 Importance Factor I — 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation,6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext Pressure Coefficient' Down z-GC�_oown '` ' r 0.88;:x 'E':' 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 $r.;s X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max.Allowable Cantilever= Landscape-� 24' NA Standoff Configuration Landscape Staggered Max:Standoff_ rlbu_ta Area's ' - �'.Trib° � �; "' rY _ . .. �._�_. �� i, 17 Sf. PV Assembly Dead Load W-PV 3.0 psf Net,Wind_Uplift at St andoffrrT-actual_ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR. 77.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48' 65' Ma- _A loable Cantilever: "� , Po_t <<" " 17 NA""__ _ s_ Standoff Configuration Portraitw Staggered Max Standoff Tributary Area _ Trib _ _ _ 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff. Tactual 485:lbs -Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca f ci .w ' DCR t p 97.0%�,, � ...A • err Engineering Dept. (3rd floor) Map �P? '� Parcel 0 0`- 0Z Z_ Permit# 0343 House# Date Issued pP _ (3rd floor)(8:�15 9�:30/1:00-4:30) 3 I 1 - " ee o�_5-,d� Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Planning Dept.(1st floor/School Admin. Bldg.) tN TStreetAddress n Approved by Planning Board 19 . TOWN OF BARNSTABLE Building Permit Applications 6?L) 6 R k'!� Village Owner ��00 a e.0 0,V-o 0 Address sQ 00,re e r Telephone 5 e - 7 7,5- Permit Request Q r,t✓ C-X i s f i Z e First Floor 140.06 &4 square feet Second Floor S o©r,R p� , square feet 'Construction Type 1 `1 o i, 5 S P T Estimated Project Cost $ J1 O©C7 Zoning District KIC - Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure p eav-5 Historic House ❑Yes Lugo On Old King's Highway ❑Yes Erlqo Basement Type: �ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) /,on t7 Ap per_ Number of Baths: Full: Existing _ New Half: Existing New No.of Bedrooms: Existing 3 New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: UYGas ❑Oil ❑Electric ❑Other Central Air ❑Yes & No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name c2 L�ktcl Am, _—rwProoem,/.5 Telephone Number 15og- 7 75 - o 8 6S Address F,O, B 6 X 667 License# c 5 n 5.3 R-1 7 I ' � A LI� i S l/n a- ©.-2-6 p Home Improvement Contractor# t Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO J�)a r 14 , SIGNATURE DATE Jlh Zz� BUILDING PERMIT DENIED FOR THE LOWING REASON(S) ` FOR OFFICIAL USE ONLY PERMIT NO. DATE`ISSUED MAP/PARCEL NO. • , ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: i FOUNDATION FRAME ' INSULATION , FIREPLACE ELECTRICAL: ROUGH i FINAL _ PLUMBING: ROUGH • FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. k _ ' The Town of Barnstable KAM Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: R�� cs c p D e� Est.Cost Address of Work: 61 S' Q��R� R 1'a a4 e r, Owner's Name e Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as th e t of the owns tractor Registration No. Date Con OR. r_._ Owner's Name Tire Cutntnunn- altlz of Massachuself- . t; . • Departmentof Industrial Accidents ' it OIl�ceal/ayestlgatlons . 6111 H ICTI inh7nn Street Bos7on.Mass flZlll �--' Workers' Compensation.Insurance Affidavit .---r-;._ _ Ple-�a a 1'RiNT•le�►ibly_, . nanic logition- A,nnitcant mto trmatir(in � � �,�� -' a Ca a �it%..Ta 1A _ I am a homeowner performing all wort:myself. (fit am a sole proprietor and have no one working in any capacity 1 am an employer providing workers' compensation for my employees working on this job. emm11•tm n.11TIc i c-V 4w c L r moo^ f f4"oro uc;ft f A I' S - � t ci n h.. a �n �n 1 ct inmirnnee Co. li •# 07 C I am a sole^ro rietor eneral contractor, or homeowner(circle one)and have hired the contractors listed below who h: e following workers' compensation polices: m anv nn e• l re nhone#_- �n Incur-incc co �,,�,•� .. _..R.nolicv y-sa�• J^i^e -_ v,•-�•--Y^� -•ems:-- nm anv n't iddre c- in nhone#f- ••r•� '2 •'•••tom..v.....•A.u..tiwrr7� __�_.�—.�' .v=�_�•�__':V. 'Attach additioitat shelf if eieessa � ^��.. ;;`".�:�:'=' Failure to secure as require Section 3A of AfGL 1S2 can lead to the imposition of criminal penalties of a fine up to SI-500.00 andi DER and a fine of a dad against me. I understand that unc •cars'imprisonment as.well as civil penalties in the form of a STOP WORK OR copy of this statement may be forwarded to the 0MCe of Investigations of the DIA for covenpe verification. I do berebr r n rlcr tlrc pains and alti jp un•drat the injornration prodded above is tare and correct/ Sianatum Date Print name 1 `r C. L c.►c Phone#* 508-7Z5- 08G� r oRcial use oniy do not write is this area to be completed in,city or torn official. permiUlicease 0nBuilding Department cin or town: DUcetisinp Board check if immediate response is required QSeiectmen's Office LJ (3111ealth Department phone tY: nUther contact person: f Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for the empinyccs. As quoted from the "law",an emplirnee is defined as every person in the service of another under an• contract of'lire, express or implied. oral or written. An entpinrer is defined as an individual. partnership, association. corporation or other legal cntity. or any two or mor the foregoing enuaged in a joint enterprise. and including the le-al representatives of a deceased emplover. or the rccei%•er or trustee of an individual , partnership, association or other legal entity, employing employees. However th owner of a dwelling house having not more than three apartments and who resides therein. or the occupant of the dwcllid�g, hoarse of another who employs persons to do maintenance, construction or repair work on such dweliing lac or on the arounds or building appurtenant thereto shall not because of such employment be deemed to be an employe MGL chapter 152 section 25 also states that even•state or local licensing Agenc}•shall withhold the issuance or renewal of:a license or permit to operate a business or to construct buildings in the commonwealth for an}• :applicant who has not produced acceptable evidence of compliance with the insurance coverage required. A:dditionaliv. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the boa that applies to your situation and supplying company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and elate the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should vdtt have any questions regarding the "law"or if you are require-- to obtain a workers' compensation policy, please call the Department at the number listed below. Cin• or Towns L Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom o the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Pie. be sure to fill in the permit/license number which will be used as a reference number. The affidavits maybe returned the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any question, please do not hesitate to give us a call. ►--ar _..._.-.�-.•,.n..,. , .. mow% 77ii. •r'u�• .,.,i�w.:_.•'•w<'.�!:•• :7ir: ..:s•'... 71e Department's address. telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents office of Investigations 600 Washington Street Boston,Ma. 02111 fax #: (617) 727-7749 nhnne -9: (61 7274900 ext. 406. 409 or 375 zoo I T CL ���1 U cal � � -- �lv ®��i � l,.J ��.10(S Hall — - - — e 24 � n - I —— {v C,A� if G a i � �lae i�anvmoozcuea`C�i a�✓�aaaac/uaeba Restricted To: 00 DEPARTMENT OF PUBLIC SAFETY CONSTRUC,IIDN SUPERVISOR LICENSE 00 - None Number, EXoires: 1G - 1 & 2 Family. H Restricted 10 00 = RICHARD C LYNCH PO'8OX 657 HYANNIS, MA 02601 4. tA �0 .� HOME IMPROVEMENT CONTRACTOR p Registritionl i2676 ° • /Pegs¢ ��� � �� Ekpiration� 0015/97 t ' a RICK LYNCH HOME IMPROVEMENTS - _ RICHARD C. LYNCH K �-90X 657/ 26 MEAGAN RD ADMINISTRATOR HYANNIS MA 02601 _ h f. 8DL_ 3/) 9? A4sessonr's'offioe Ost floor): _ TNE �AssesSoT;s map`and lot number ... .7. .. .Q ,7,.... .o�� Q..of Board of Health (3rd floor): � Si CONNECT TOTOWN SEWS Sewage Permit number .....3..`.7.,::Zy2................�............. i BARISTSDLE, Engineering Department (3rd floor): rasa .... . ° �e39 House number .................................................................... ,�,o gar 6�e ' APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00•2:00.P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...cons.txuct...a..singLe...famUy. ...dweliiag................................ TYPEOF CONSTRUCTION ......wood...frame.............:....................................................................................... .............. arch........1........... TO THE INSPECTOR.OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......Lot...1.1�........................Square...Ri.S.ge..K.J ne Hyannis.r...�............................ ............................. ProposedUse .................... ....................................................................................................................................................... Zoning District .... /� Fire District .......Hyannis . G.:..... Name of Owner ...Capricorn Rea_1ty...Trus.t........,Address ...7.65 Falmouth Road, Hyannis, MA Name of Builder ,Franco...R...e..Dev...Co...Inc..........Address ...7.65 Falmouth Road, Hyannis , MA Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .......Six...................................................Foundation ..P..C. Exierior .Clapboard...and/or, shingles...............„Roofing ......a.shpal.t...shingles Floors car.pPt................................................... .Interior ...sheetrock Heating ...... CaS,-F.,WA...............:................. ......................Plumbing ........ 1c7. ?.' %.}?RQ ................................................. Fireplace YPs ......................................Approximate Cost ...$50, 000 . 00 ...................................................... Definitive Plan Approved by Planning Board -------------------------_------19________ . Area J. 7.7... sq.._..ft. i Diagram of Lot and Building with Dimensions Fee ............................................. S BJECT TO APPROVAL OF BOARD OF HEALTH A� . �U OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the To n of Barnstable regarding the above construction. ........ Construction Supervisor's License .....0.Q 0.9 8 9 ® f i CAPRICORN REALTY TRUST S �9-No Permit for : . ............ Single Family.. ................................ .....Dwelling.......... Location- ..L....o.t.......#..l...171..... §j�..S.qu.ar.e...Rigger Lane i n an s ................Hv .............................................................. Capriqorn..Real�y Owner ........................ ........... ...TK.u§:t....... Type of 'Construction ...Frame ............................... ....... ............................................................................. Plot ............................ Lot ................................ .. .Permit-Granted ..... .... .......N.ov.emb.e.r....3...........19 88 Date of Inspection ....................................19 Date Completed ...... ... ................1 9t, DL Assessor's offioe (1st floor):- Assessor's map and lot number ?..1.74.6Sh....-.-_....A Q�oFTHEto`` .Board of Health (3rd floor): Sewage Permit number ...... ............................... © {�� t 99SasTSDLE i �. Uk ICJ` 2 rasa Engineering Department (3rd floor): / / ��� ?� .�� moo i639 e0e Housenumber ............................................................. ........ aUPy d` • APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .... .dw..Pj.?..a.r.?t?............................... TYPE OF CONSTRUCTION ......Wood,.fraMe..................................................................................................... •---.........MarCh._......1.---.....-19..$8. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Lot 117........................Square..Rigger...Lane.............................Hyannis.,..M........................... ProposedUse ............................................................................................................................................................................. Zoning District .....R•B.r.........................................................Fire District ........HyariI11S............ ...................................................... Name of Owner ...Capricorn Realt....Trus.........•Address ...765 Falmouth Road, Hyannis, MA Name of Builder .Franco...R..e,.Dev,.Co...I.nc...........Address ...765 Falmouth Road, Hyannis., PIA Name of Architect Address ..................................................... ... Numberof Rooms .......Six...................................................Foundation ...p.r.c........................................................:............ ` Ex,lerior ..Clapboard. and/or ,shingles Roofing ......ashpalt„ shingles Floors .C.axpet.. .... ................ ........ .........Interior ...sheetrock....... ....... ........ ......... ......... Heating ..... ......................................................Plumbing .......TW0.7.Q(D 991............... ............................ M.. Fireplace .....................................Approximate Cost $50 000. 00 Yes ............................... ............................................... ..... Definitive Plan Approved by Planning Board ________________________________19________ . Area J.97.7......Sq.....ft. 'Diagram of Lot and Building with Dimensions Fee . ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 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 ... ............................./ ... .....2...... Construction Supervisor's License ..:.0 0 0 9 8 9 CAPRICORN.REALTY TRUST A=272-004-022 02 e 32406 s No Permit for ........lz Story ................. ...... ............ Single Family Dwelling Location Lot #117, 61 Square Rigger Lane ................... ...... .............. .... Hyantinis ............................................................................... Owner ...QaR.r1,G.0r.T1...Rea1ty....Tr.u.st...... Type of Construction .....Frame ........................... 0 ............................................................................... Plot ............................ Lot ................................ i Permit Granted ....... ovemb.er...3.......19 88 Date of Inspection ....................................19 Date Completed ......................................19 �A I t 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. I f 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 r GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR- 5. EACH UNGROUNDED CONDUCTOR OF THE" GND GROUND MULTIORE 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."250.0, 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). F '' MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN -. (N) 'NEW RELIEF.AT ALL ENTRY INTO BOXES AS REQUIRED BY NEWT 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 POST {S SHALL BE F SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. " S STAINLESS STEEL STC. STANDARD TESTING CONDITIONS _ t TYP TYPICAL. UPS UNINTERRUPTIBLE POWER SUPPLY 7 V VOLT Vmp VOLTAGE AT MAX POWER Voc ,VOLTAGE AT OPEN CIRCUIT ''' `. VICINITY MAP# INDEX W WATT 3R NEMA 3R, 'RAINTIGHT PV1 COVER SHEET PV2 ` SITE PLAN PV3 STRUCTURAL VIEWS A PV4 UPLIFT CALCULATIONS LICENSE GENERAL NYOTES PV5 THREE LINE DIAGRAM.. Cutsheets Attached GEN 1685 2 7 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE'INCLUDING z MASSACHUSETTS AMENDMENTS. I4 ♦ f i M R MODULE GROUNDING METHOD: ZEP SOLAR DATE BY - AHJ. Barnstable . REV COMMENTS f , i REV A' NAME DATE COMMENTS UTILITY, NSTAR Electric (Commonwealth ommonweaI th Electric * * * PREMISE OWNER: t: DESCRIPTION: DESI(I: CONFIDENTIAL- THE INFORMATION HEREIN roe NUMBER: J B-.0 2 6 2 8 41 00 DANNY JONES Prithviro Pawar `\,f�SolarCit CONTAINED SHALL'NOT BE USED FOR THE _ Danny Jones RESIDENCE 1 �. NORBEN FITSHALL OF ANYONE EXCEPT IN WHOLE INC,. MOUNTING SYSTEM: •61 SQUARE.,RIGGER LANE ' WA. � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C ♦ '� u c A c ' -�.• 7.14 KW.PV ARRAY . y. 10 PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES HYANNIS MA OZ6O1 ORGANIZATION, EXCEPT IN CONNECTION WITH r_ 24 St. Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) TRINA SOLAR # TSM-255PDO5.18. - SHEET; REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: - PERMISSION OF SOLARCITY INC. INVERTER: ` T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 ..COVER SHEET PV 1 3/26/2016 (888)-SOL-CITY(765-2489): wmeolarcityoarn It -------------- y s PITCH: 25 ARRAY PITCH:25 MP1 AZIMUTH: 163 ARRAY AZIMUTH: 163 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 45 ARRAY PITCH:45 MP2 AZIMUTH: 163— ARRAY AZIMUTH: 163 j 61 Square Rigger Lane MATERIAL: comp Shingle STORY: 2 Stories (E) DRIVEWAY Front Of House , OAC r LEGEND (E) UTILITY METER & WARNING LABEL . lnv INVERTER ,W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS r K Q DISTRIBUTION PANEL & LABELS OF - g� �yN Lc LOAD CENTER & WARNING LABELS - M P1 = g CHRIS H.KIM O CIVIL M DEDICATED PV, SYSTEM METER B 4. 4 x Ago F�52430, E�� � O STANDOFF IO CONDUIT RUN ON . --- CONDUIT RUN ON INTERIOR GATE/FENCE O HEAT PRODUCING VENTS ARE RED Digitally signe5 by CHRIS KIM L_J INTERIOR EQUIPMENT IS DASHED Date: 2016.03!28 08:15:12 SITE PLAN N -04r00r J Scale: 1/8" = 1' W—( 01' 8' 16 E • S J B-0 2 6 2 8 41 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE DANNY JONES Danny Jones RESIDENCE Prithviraj Pawar �;� SO�afC■�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .c; NOR SHALL IT BE DISCLOSED IN.WHOLE OR IN CompMount Type C 61 SQUARE RIGGER LANE 7.14 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULE- H YAN N I S, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) TRINA SOLAR # TSM-255PDO5.18 PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T.- (650)638-1028 F. (00)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 SITE PLAN PV 2 3/26/2016 (M8 -SOL-CITY(765-2489) "w.sdaraitycom PV MODULE 5/16" BOLT WITH INSTALLATION ORDER FENDER WASHERS LOCATE RAFTER,,MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT - . ¢ ZEP ARRAY SKIRT. „(6) HOLE. z SEAL PILOT HOLE WITH (4) (2) POLYURETHANE SEALANT. . - ZEP`COMP MOUNT C ZEP FLASHING,C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT, (E} LBW a (E) ROOF DECKING' `. V (2) N LAG,BOLT WITH 5/16" DIA (5) INSTALL . SIDE VIEW :OF MP2. NTs . ' �, STAINLESS (5) SEALING WASHER. MODULES6) 1NSTALL LEVELING FOOT WITH STEEL LAG BOLT LOWEST MODULE SUBSEQUENT WITH-SEALING WASHER MP2 X-SPACING X-CANTILEVER YSPACING Y-CANTILEVER - NOTES (2-1/2" EMBED, MIN) BOLT & WASHERS. ' LANDSCAPE •64" 24" STAGGERED` ' - PORTRArF 48" 17° (E) R : . AFTER _ STANDOFF • RAFTER 2x8 @ 16"OC ROOF AZI 163 PITCH 45 STORIES:'2 ARRAY AZI 163 PITCH 45 C.I. 2x6 @16"OC .. S� , Comp Shingle � • � SCdle: W . g G S1 G, CD CD CHRIS H. KIM R` - CIVIL • r � y � ' t • Ago F60 E�� � ' � � • ` 0 13'-8" A SIDE VIEW OF MP1 NTS MPl X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED , PORTRAIT 48" 19" . RAFTER 2X8 @ 16" OC ROOF AZI 163 PITCH 25 STORIES: '2 ARRAY AZI 163 PITCH 25 C.7. 2x6 @16" OCR Comp Shingle - PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: Jg=0262841 00 PFIthVIFa Pawar O�a�C�t CONTAINED SHALL NOT BE USED FOR THE DANNYy JONES Danny Jones RESIDENCE i �� � BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN COmp MOUht .Type C 61 SQUARE RIGGER LANE 7.14 KW PV ARRAY h, y. PART TO OTHERS OUTSIDE THE RECIPIENTS . ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: H YAN N I S, MA' 02601 THE SALE AND USE OF THE RESPECTIVE 28 TRINA SOLAR TSM-255PDO5.18 2asL Martin Drive MA 01g 2,Unit 11 ( ) SHEET: REV DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PAGE NAME PERMISSION OF SOLARCITY INC. INVERTER.' T: (650)638-1028 F: (650)638-1029 += SOLAREDGE- SE6000A—USOOOSNR2 STRUCTURAL VIEWS PV 3 3/26/2016 (888)-SOL-CITY(765-2489) rww.solarcitY.com UPLIFT CALCULATIONS ' SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. t ' DESIGN: CON Ili J B-0 2 6 2 8 41 00 PREMISE OWNER. DESCRIPTION:CONFIDENTIAL1HE INFORMATION HEREIN JOB NUMBER:— ■ i CONTAINED SHALL NOT BE USED-FOR THE DANNY JONES Danny Jones RESIDENCE PFithviFaj Pawar BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �j1501arcity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 61 SQUARE RIGGER LANE 7.14 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULE �' H YAN N I S, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Orin,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) TRINA SOLAR # TSM-255PDO5.18 SHE: REV.: DATE Madborough,MA 01752 SOLARGTY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 F: (&%)638-1029 PERMISSION OF SOLARGTY INC. SOLAREDGE SE6000A—USOOOSNR2 UPLIFT CALCULATIONS PV 4 3/26/2016 (866}soL-aTY(765-2489) .nr■.Salarcxy.can, 1. GROUND SPECS MAIN PANEL SPECS GENERAL NOTES -INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO TWO N GROUND - Panel Number:NoMatch Inv 1: DC Ungrounded GEN #168572 O # O INV 1 =(1)SOLAREDGE ##SE6000A—US000SNR LABEL: A -(28)TRINA SOLAR # TSM-255PD05.18 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43970901 Inverter; 600OW.,240V, 97.57.; w/Unifed Disco and ZB,RGM,AFCI . PV Module; 255W, 232.2W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance. INV 2 • ° Voc: 38.1 Vpmax: 30.5 INV 3 Ise AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E� 20OA/2P MAIN CIRCUIT BREAKER . Inverter 1 (E) WIRING CUTLER-HAMMER 20OA/2P Disconnect 3 SOLAREDGE 1 DC. SE6000A—USOOOSNR2 DC- L4 MP1:AX20 (E) LOADS A zaov ----------- ------ ----- iq-c--- --. - - --- ----� DC_ 1 2 35A/2P EGci Dc+ - - - ---- GND -------------------------- -- --- --- q � .� - .GEC 1N � DG C �. MP2: iXS - - GND _ Lp EGC-=- ---- • ------ G -----------------tJ t. I • ---------------- N- 1. • } - (1)Conduit Kit: 3/4' EMT _ ' c EGC/GEC GECl , TO 120/240V SINGLE PHASE 1 UTILITY SERVICE I 1 � C • PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* -= MAX VOC AT,MIN TEMP h , POI (1)CUTLER-HAMMEJ2#BR2p35 PV BACKFEED BREAKER A (1)CUTLER-HAMMER #DG222UR8 n PV (28)SOLAREDGE�300-2NMAZS D� Breaker, 35A 2P, 2 Spaces Disconnect; 60A, 24OVac,Non-Fusible, NEMA 3R /y PowerBox timizer, 300W, H4,•DC to DC, ZEP' -(2)Gro qd Rod # -(1 jCUTLER-HAMMER N DG100NB I r 8 x 8, Copper Ground eutral d; 60-100A, 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#a, THWN-2,Black (2 AWG#10, PV Wire, 60OV, Black Voc* .=500 VDC ISC =15 ADC O (1)AWG y8, THWN-2,Red • F O IF (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=14.38 ADC (1)AWG g10. THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC 1f -(1)AWG$8,•THWN72,Green • • EGC/GEC•-(1)Conduit.Kit;•3/4'.EMT. • • . . . • • • (2)AWG u$10KPV3W re,EMT 0V, Black - Voc* =500 VDC Isc =15 ADC O (1)AWG #6, Solid Bare Copper EGCa^° <Vmp =350 VDC ImP=5.75 ADC (1)Conduit Kit:.3/4'.EMT. . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 2 8 41 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: `N% _ . CONTAINED SHALL NOT E USED FOR THE DANNY JONES Danny' Jones RESIDENCE f Pritnviral PowoF !c�OlarC'� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 61 SQUARE RIGGER LANE 7.14 KW PV ARRAY j.'� PART TO OTHERS OUTSIDE THE RECIPIENTS P ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: HYANNIS, MA 02601 24 St Makin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (28)'TRINA SOLAR # TSM-255PDO5.18 SHEET: REV DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: 65. 638 Marlborough. F: (617 638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE sEs000A—us000sNR2 THREE LINE DIAGRAM / / s ( ) P V 5 3 26 201 (Bea- (656 a 3 (765-24F.- www.solarcity.com •o - o - Label Location: Label Location: Label Location: (C)(CB) (AC)(POI) (� to (DC) (INV) Per Code: Per Code: r Per Code: NEC 690.31.G.3 •o 0 o e e NEC 690.17.E ;• ` •° s ° o- o e NEC 690.35(F) ' • • . • Label Location: • e - o o•o ��f TO BE USED WHEN o e e `]: - e ` " o e e ' • "�' INVERTER IS O © O (DC) (INV) �rti e D O Per Code: ; ,- UNGROUNDED NEC 690.14.C.2 Label Location: - Label Location: ° ° o e' -° o °� (POI) • -o = (DC) (INV) Per Code: ; -° -- Per Code: -• 'e o' o o e =' NEC 690.17.4; NEC 690.54 .o e alloM NEC 690.53 .o e" `o`a o • • 1Af�TAWKJIIRK7� Label Location: o (DC)(INV) Per Code: INNNEC 690.5(C) o- -e e e Label Location: -o • e a • - e O (POI) • o o Per Code: o e o NEC 690.64.B.4 Label Location: o • Per Code: Label Location: 00 0 0 NEC 690.17(4) (D) (POI) Per Code: o e: - eae e : - e - o 0 o a 6 - - - _ NEC 69 4.6.4 _ , - n p O kA Label Location: e (POI) W' `�•+ Per Code Label Location: ° o NEC 690.64.B.7 p p p (AC) (POI) •o 0 0 (AC): AC Disconnect coma-off Per Code: °e (C): Conduit NEC 690.14.C.2 (CB): Combiner Box (D):Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit F . Label Location: (INV): Inverter With Integrated DC Disconnect AC POI (LC): Load Center Per Code: (M): Utility Meter NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ��•44 3055 Clearview way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED ��` Sao Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, �-iw�` T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE Label Set ►� SolarCi (888}SQL-Crry(765-2489)wwwsolarcty.com SOLARCITY EQUIPMENT, WTHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° d ''^SOIr3rCity ®pSolar Next-Level PV MountingTechnology y'$OIBrCIty ®pSOlar Next-LevelPV Mounting,Technology Zep System - - Components for composition shingle roofs , �I n y { y e roof Leveling Foote .` Ground Zep Interlock My sac shown) Part No.850-1172 r ` * ETL listed to UL 467 ZcpCompatfblo RlMbdule __ .::_-•r ZeD Groove _ Roof Attaclrmem Arrayslar: - Comp Mount F s Part No.850-1382, Listed to UL 2582 Mounting Block Listed to UL 2703 �F Description Ac/ PV mounting solution for composition shingle roofs F e Works with all Zep Compatible Modules draPp Auto bonding UL-listed hardware creates structural and electrical bond r Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from �.• any manufacturer certified as"Type.1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip UL 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 s Attachment method UL listed to UL 2582 for Wind Driven Rain k Array Skirt,Grip, End Caps , Part Nos.850-0113,850-1421, zepsolaccom i zepsolar.com 850-1460,850-1467 Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zap 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 Zap 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#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM so la�., - p p So l a 1' - p p SolarEdge Power Optimizer Module Add-On for North America P300 / P350 /'P400 SolarEd a Power Optimizer 9 P ry t _ - P300 P350 P400 - - _ Module Add-On For North America (forodules Wcell PV (f module PV - (formodules PV � °;- ,.', -- modules) modules) modules) [INPUT - P300 / P350 / P400 .; Rated Input DC Power'I 300 350........ ..... .... Absolute Maximum Input Voltage(Voc at lowest temperature) 48 :.. 60. - 80 - .. �I ......... p ..g.....g......... ............ .. ...... ........ .. ..... .... , MPPTO eratin Ran e 8 48 8:60 8 80 Vdc - .. ........................................................ ..... ........ Ti......... ...... .. .Maximum Short Circuit Current(Iscl ..... .........._.................... 30. ................ ......... Adc .. . .. 'nu�un' Maxmum DC Input Current 12.5 Adc. 1�J .......... ............... ......... .............. ....... ... ...... .... .. ...... .................. .. ... .- r - � - � :Maximum Efficiency r... .............. ... .... ... 988 ...% ci Weighted Y ... ... .............................:..... ......... ..::... ..... ... _ .. Overvoltaga Category II ... I OUTPUT.DURING OPERATION[POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) +' •� ,.... r=1 Maximum Output Current .............. 15. ......... ........ ... Adc.... l�U,l ..... ............ .... ..... .. .. ..... _ Maximum Output Voltage 60 Vdc ! ( 'OUTPUT DURING STANDBY(POWER.OPTIMIZER.DISCONNECTED FROM INVERTER OR INVERTER OFF) - L—� Safety Output Voltage per Power Optimizer 1 Vdc :STANDARD:COMPLIANCE FCC Part15 Class B IEC61000-6 2 IEC61000 6.3 - - f ........ Safety ..1(class II safety)UL1741 ^. -^ ROHS Yes t INSTALLATION SPECIFICATIONS - <`` - ' °" - Maximum Allowed System Voltage 3000 ......... .......... ....Vdc_.._ _ Dimensions x L x H).., 141 x 212 x 40.5./5.55 x 8.34 x 159 mm Weight(including cables) .. .................. ... ....950/2.1......... ........ .gr/Ib_ .... ...... .... r . �•-.• j. Connector.................................................. ............ ...MC4/Amphenol/.TY°O.. ... ..*rt, .... ,„ ,_ - - .Output Wire Type%Connector ................. Double.InsulatedAmphenol .........,....... ., .;. . . ,. . . ............ ...... .............. ...... ..... .. ........ . :.. :Output Wire Length........................... .... ...0.95_/3.0.:.............I1 2./3.9................... m./ft.. -°' ...Operating Temperature Range...:,,., ... ..... .... 40 +85/-40.-+185................ .. ..C/.F Protechon Ranng,, :- ...n.a.v.e........ .................... . ................:.... .........P65.NEMA .......................... Relative Humidity .. 100. ............... . ........ .. % Kne � PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE .THREE W4, INVERTER �F 3i` ��; ,�,. :SINGLE PHASE 208V - PV power optimization at the module-level Minimum String Length(Power Optimizers) 8 ....... ....... 10 18 ................... ........... ....... . :Maximum String Length(Power Optimizers) .......... ... 25 ..... ... 25 ..... ..... -50 .... ... .. Up to 25%more energy Maximum Power per String 5250.....................6000 ,..............12750,...........W.[.. _. ................. ................................................................... Superior efficiency(99.5%) - .- Parallel Strings of Different Lengths or Orientations 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 USA - GERMANY - ITALV - PRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us THE YP Tina mount MODULE TSM-PD05.18 Mono Multi Solutions ` DIMENSIONS OF PV MODULE p ELECTRICAL DATA 0 STC unit:mm _ _ 'r Peak Power Wafts-PMAx(WP) 245 � - 250 W 255 _ 260 941 ,. Y OPower Output Tolerance-PMAx(%) 0- 3 _. 1 Y, Maximum Power Voltage VMP(V) 29.9 30.3 30.5 30.6 666 THEUNnE. o .i " � i °% i Maximum Power Current I PP iA) 6.20 6.27 8.37 8.50 111 1 - - - NAME-E J Open Circuit voltage-Voc(V) 37.8 �' W.0 -� _ 38.1 L. 38.2 6091 I Short Circuit Current-Isc(A) 8.75 8 79 8.88 9.00 v Module Efficiency r1m(%) �. 15.0 15.3 1 15.6 .15.9 MO DU LE STC Irradiance 1000 w/m'.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. . ..- _ . . ELECTRICAL DATA @ NOCT ® C LI < - ,Maximum Power-Pox(Wp) 182 - 186 �( - "0 W 193 - Maximum Power V Itage VMP(V) 27.6 ' 28.0 t 28.1 28.3 MULTICRYSTALLINE MODULE -.3GNDDN7 HOLE Maximum Power Current-IMPP(A) 6.59 �. 6.65 1 6.74 6.84` WITH TRINAMOUNT FRAME } I:DRAIN NDLE A. A Open Circuit Voltage(V)-Voc(V) < 35.1 35.2 35.3 35.4 - - - `�_�-.,,� Short Circuit Current(A)-Isc(A) 7.07 7.10 } 7.17 - 7.27 ' _ NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C.Wind Speed I m/s Z�5-260lf� PD05.18 812 80 Back View - _ MECHANICAL DATA ,. POWER OUTPUT RANGE Mect♦Arl Solar cells Muiticrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop in mounting solution { Cell orientation T 60 cells(6•10) Module dimensions I650-.992:40.mm(64.95 x 39.05 x 1.57 inches) t ' Q Weight ;21.3 kg(47.0 Ibs) t. • i MAXIMUM EFFICIENCY m in Transmission,i � Glass .. 4 k3 2 m(0.13' ches),High �ss'on AR Coated Tempered Glass - - °'_A I Backsheet, _. White Good aesthetics for residential applications Frame Black Anodized Aluminium Alloy with TrinamountGroove YJ-Box y r . .. - IP 65 o IP 67 rated' y. _ 1-VCURVES OF PV MODULE(245W)y�/./If109 Photovoltaic Technology cable 4.0 mm'(0.006 inches'), ® 3/ �/ . . _ - Cables Ir[1200 mm(47.2 inches). - _ L - _ POWER OUTPUT GUARANTEE r 9,m w ' Fire Rating Type 2 8.0° 800W/m% 1 Highly reliable due to stringent quality control < { 4 • Over 30 in-house tests(UV,TC,HE and many more) 5.m As a leading globalmanufacturer 4 '�+r�I In-house testing goes well beyond certification requirements 15 40D .4eow7 TEMPERATURE RATINGS _ MAXIMUM RATINGS of next generation photovoltaic O 3m 9 s 2oow/m2. - - � Operating � Operational _ -+ _r Nominal tu era n Cell Temperature 40 85°C products,we believe close a P ( ) Temperature(NOCT) cooperation with our partners 10° t, Maximum System 1000V DCQEC)u Dm 1' Temperature Coefficient of PMAx '-0.41%/°C�}} Voltage 1000V DC UL • � p i g 1 1 is critical to success. with local ;, � I _, 0.00 1D.°° 20.°' 30.m 40.m . _ presence around the lobe,Trina is I p g Voltage(V) Temperature Coefficient of Voc I 0 32%/C Max Serves Fuse Rating +15A able to provide exceptional service } to each customer in each market -� Certified to withstand challenging environmental Temperature Coefficient of Isc :0 05%/°C and supplement our innovative, ® conditions reliable products with the backing • 2400 Pa wind load ! of Trina as a strong,bankable �- WARRANTY partner. We are committed • 5400 Pa snow load 10 year Product Workmanship Warranty to building strategic,mutually 25 year Linear Power warranty ' beneFlciafcollaboration with ' installers,developers,distributors " - iPieaserefertoproductwarranty.fordetailsj - - ¢I t . and other partners as the f backbone of our shared success in "` "" "" "� " '" M.� y r CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION 10 Year Product Warranty•25 Year Linear Power Warranty c, u' D$A Modules per box:26 pieces Trina Solar limited - i A Modules per 40'-container:728 pieces f www.trinasolaccom ;,loos T ���j ❑ gddllional vale ED.Z WEEE e front T COMPLIANT __ a o 908 1 r1fIC$alor'f line Wrrrran� O CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. tpMIP4)�B �' o 2014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to 44 !x„ 4Ponasolar Bo�y b _ 701nnasolar change without notice. g Smart Energy Together Smart Energy TogetherO` '.. ears s to 15. 20 2s gY °aN9n'n° stan �dard ..-- ti dusrcy sxandar<I. ,�_,•„<,_ - _ 0 Wo - SE300OA-USSin le Phase Invertersfor North Amer►ca OIar e k. O 0 /SE3800A US/SE5000A US/SE6000A US/ v , SE7600A US/SE10000A US/SE11400A US P j 1� f � , ° SE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE7600A-US SE10000A-US SE11400A-US OUTPUT - - SolarEdge Single Phase Inverters ' 100o@2°g� '' Nominal AC Power Output 3000 3800 5000 6000 7600 V 11400 VA 5400 @ 208V 10800 @_208V - F0 r Or� mG Q I Max.AC Power Output 3300 4150 6000 8350 12000 VA I1 1'1 u ........................................... ................ ........... 5450 240V 10950 240V AC Output Voltage Min:Nom:Max.l'I _ _ _ _ - sS .... ...... . ✓ .... .................................. .................. ..... .. ................ ......................................... SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US AC Output Voltage Min.-Nom:Max.tl ✓ - ✓ ✓ ✓ ✓ ✓ ✓ SE7600A-US/SE10000A-US/SE1140OA-US N° _ 211-240-264 Vac -x 3_f � ......... .............................. ................ ........................ ..... ................. ... .. ....... ..... ........... ................ ....... ' AC Frequency Min.Nom:Max.lti 59.3-60-60.5(with HI country setting -60•,60.5)•• Hz ....... 24 @ 208V ..... 48 @ 208V Max Continuous Output Current 12 5 16 25 32 47.5 A ............... .... ............21,Q�240y..... . .......... .... .:....... .42.@ 240V... . ......... ........................................... . ... ....... GFDIThreshold................................:.......... ................................. .. .......................................................... ........ . _ ... .� ' Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes iINPUT derte�``,. :"" Maxi mumDCPower(STC) 4050 5100 6750 ••8100 10250 13500 .•15350 W I • =< . Transformer-less,Un rounded Yes ...... ..... .......... ... -•-......-...�..•.�•.-.»: ',(. 5 `- „,<.. ,•,; .'_ `:,r,, ,. Max.InputVoltage .. ............_............•500.... ... . .._.. ..... ....... Vdc ..... ..... .. . Yeatst ..................... ......... ............................. ... ...... . .. .. . ....... c�c WaRpt\ Nom:DC.Input Voltage................ ... ... .......... 325 @.208V/.350 @ 240V....... .Vdc..... .. . .i �..-.. '' t Max,Input Current"' • ......9.5 . ...I......13......I.15,5.@ 240y..I.... ..18:.....I......23._....I...33 @ 208V 34 5 Adc aeUan�\r• • .' 30 5 @.240V.. .. ....... ._. Max.Input Short Circuit Current..... ..............._.................... - ............... 45,..................... ................................ ..Adc.... - �. Reverse Polarity Protection........ ..... ...... ........... .... Yes ............................... ........ - ................... .. .. .. ....... .......... Ground-Fault Isolation Detection 600kn Sensitivity ' Maximum Inverter Efficiency.......... .....977 98298.3 •.98.3 ...98.......•••. .B8• 98 �: - . . ......... .. . ...... ....... ..... ... .......... - - 97 @ 208V. - _ 1 97.5•��20E @ ................................ I ..I................I................. .. CEC Weighted Efficiency 97.5 98 97.5 97.5 ...... ........ ...��.�..... Nighttime Power �ADDITIONAL'FEATUREStion <2.5 <4 W . .: *' ':"' •- Supported Communication Interfaces - R5485:RS232,Ethernet,ZigBee(optional) ............... ........... ...... .. ......... .. ...... ........ ......... . .... ....... Revenue Grade Data,ANSI C12.1 OptionaIn) ... ................ ... Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge raped shutdown kit Is installed 4 I STANDARD COMPLIANCE _.. - „"T'. ,: •.: SafetV..... ........ ..... ... .......... ... .......... ... ................................. T Grid Connection Standards. . 16EE54798 •••• ..... - - .- w .. . UL1741, CSA 22.2 - - -•; .. u F rt15 lass B ,:;'- a•;:` ' .`:" ,:r". y TIO Ne 3 4"minimum/16-6 AWG a 3/4"mmimum/8-3 AWG ' Emissions t INSTALLATIONSPECIFICA AC output conduit size/AWG ........ .. ............/4"minim ......... .......P....... ....... . ..... minimum_ DC input conduit size/#of strings - - 3/4" mum/1-2 strings - -- ;,�. .._^.. ,•� ,.;:' ..t;ta ,'• ',` • ;-'. ,x AWG ran e - - - .n114:6 AWG - /4"minimum/1 2 strings/16 6 AWG ( � Dimensions with Safety Switch .... ... ... ..... .. 30.5 x 12,5 x 10.5./.. ..in/ ' 3 30.5 x 12.5 x 7.2/775 x 315 x 184 ..... ...... ... .............. . ............... ........775 x 315 x 260........ - _ ..... ..... ..... ..... r Y t, ,' Weight with Safety Switch..••.•. .. _.•.•••.5 ........... .........••.••54.7/24.7. •••.•. 88 4/401 lb kg .. ........... ....... ..... ..... ..... ..... _ Natural - i� ' v convection • "` - `•-' `" ""` Cooling - Natural Convection and internal Fans(user replaceable) - - fan(user �. ;. � able) The best choice for SolarEdge enabled systems Noise repia�e..... ..................................... - ............................................ ................................25................................ ........................<5..........................._.deA....... . -� Integrated arc fault protection(Type 1 for NEC 2011 690.11 compliance Min.-Max.Operating Temperature Isi g p ( yp � P _ :13 to+140/.25 to+60(-40 to+60 version available ) •F/-C _ Superior efficiency 98% Range......... . .. ................. . . .............:........ . p y ) Protection Rating....................... ...... NEMA 3R Small,lightweight and easy to install on provided bracket ...other•••.• •- For other current regional settings please contact SolarEdge support. P, 14 A higher Current source may be used;the inverter will hmrt its input current to the values stated. Built-in module-level monitoring - 0)Revenue grade Inverter P/N:SExz�UtA-USOOONNR2(for 760OW lrwerter.SE7600A-US002NNR2). i"I Rapid shutdown kit P/N:SEI000-RSD-Sl.Internet connection through Ethernet or Wireless - 01-00 version P/N:SEx—A-USOOON NU4(for 760OW inverter•SE7600A-US002NN U41. Outdoor and indoor installation Fixed voltage Inverter DC/AC conversion only I g y y — Pre-assembled Safety Switch for faster Installation I — Optional—revenue grade data,ANSI C12.1 1 � k t a Y¢ SI.If15PE ���-��►r�yp'.�J�ry•^+�-�y'� P 4.��t�� �g � fl� '�'� � �� .. USA GERMANY ITALY PRANCE JAPAN CHINA-AUSTRALIA THENETHERLANDS-ISRAEL - WWW.SOIdrE!dg0.U5 * a •• .. i Ems po�: i , I 1 �y P 6.4Z•S P.29 4 i i i I i I � 567 7- ! o,z.o mac. LG N zap 7d WtQE - PPiVATG� E { 66 GO G o 11 9 F E -c'oli 3.01 6 C/ j 4-4 i 4 l `" OF,�tA j { � j o FRA14K I WH.TING I p No. ZU69 TOWN OF BARNSTABLE ZONING BY-LAWS DATED SEPT 14 I987 LONE: .' �C--1 I } SETBACKS (OPEN sPAG>:� J FRONT 20' SIDE 7.5' REAR 7.5' PROPERTY LINES SHOWN HER COMPILED EON WERE CO�,P..LED FROM PLANS OF RECORD AIND UO NOT REPRESENT PROJECT NO. 3.3035.20 AN ACTUAL SURVEY ON THE GROUND. __._ - _ - THE STRUCTURE DEPICTED ON THIS PLAN WAS LOCATED -0 1 I'D LA ON THE GROUND BY SURVEY ON OCT 5 1988 � in AND EXISTS AS SHOWN AS OF THE DATE OF LOCATION. i BA��► STtiBLE C�4ASS . j THIS PLAN .IS FOR PLOT PLAN PURPOSES ONLY AND SCALE: 1" - 20" OCT 7 1988 SHOULD NOT BE USED FOR ANY OTHER PURPOSE. THE BSC GROUP--CAFE COO INC / { o/ /6 _.•_ L ._� G�-��-. .'r. : _ _ ROUTE 28 MAUAKET PLACE 912 PROFESSIONAL LAND SUHV_ OR MASHPEE, MA 02649 (508) 477-2525 P 8 4Z-S P,29 - ! i I I I ! I � • /Ir. Sp 3 4 1_O T I l l S. F. � 0,ZO LGNF_ 6 ( z a� ID 7n (50, W I D E -pp-'VA 1 � .� a 6 c � o \0,00 3.01 �/ I y. i* l I _o`�. I1lp h , 4 } i OF cm, FRA14K WHRING y I �o NO. 29869 i Es £rlST'R`� 'tj Lltt' TOWN OF BAR14STABLE TONING BY-LAWS DATED SEPT 14 _987 ZONE: RC—1 SETBACKS (oPEN sPAGE-) FRONT 20' SIDE 7.5' } HEAR 7.5' f PROPERTY LI14ES SHOWN HEREON WERE COMPILED I FROM PLANS OF RECORD AND UO NOT REPRESENT PyOJECC NO. 3.3035.20 ! i AN ACTUAL SURVEY ON THE GROUND. PLOT PLAN THE STRUCTURE DEPICTED ON THIS PLAN WAS LOCATED ON THE GROUND BY SURVEY ON OCT 5 1988 ( in ( AND EXISTS AS SHOWN AS OF THE DATE OF LOCATION. gaRNSTi;BLE 1AASS . THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY AND SCALE; 1° - 20' OCT 1 1989 SHOULD NOT BE USED FOR ANY OTHER PURPOSE. THE BSC GROUP-CANE COO INC .......�____ ROUTE 28 MAUAKET PLACE 912 j 0A _ PROFESSIONAL LAND SUHbWH i MASHPEE. MA 026,19 (508) 477--2525