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HomeMy WebLinkAbout0151 WARWICK WAY �, a:;.r .. _ •:.,-:-.� :. ., :.„_ �e ..�. a�yk�''S K°4� fit.� �� �` _ d. cr - :rry+o Yijj. � 00''�+� O - ° n ° ° Town of Barnstable Regulatory Services Richard V.Scali,Interim Director + 1AENSP M Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT r� OL FEE: $ SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less VV <<� 3 Location of shed(address) Village Property owner's name l Telephone number Size of Shed Map/Parcel# `Q� g ra O S a e Date Hyannis Main Street Waterfront Historic District? Old King's Highway,Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A I PLOT PLAN 1 Q-forms-shedreg REV:110413 : PLOT P L A r.I _ Pk,tr PA 12�D f'o lip W I LL IA M4 J U L I G- NAY D 161 WARWI c<< WAY t i Af3A Ar,67 A03L As(G -W rEFRVILGZ) M4 - . , SOq�E'� ••= coo ' ' 1 . . A.P. 140 'LOT 114 ' A= J6-j 057 S.F, �z Q `cY t \ or`I< 3� �lvr7 WARIGIc u,Ay GA R 14.4o' CRT \ f v THIS 1'GAN IS DRAWN FOR MORTGAGE PURPOSES ONLY. LOT DIMENSIONS ARE 3d4iPh�ti� `.FROM ASSESSOR'S PLANS, REGISTRY SUB—DIVISION PLANS AND/OR DEEDS AND :- -ARE NOT NECESSARILY ACCURATE FOR RECORDING PURPOSES. THIS':PARCEL _OF LAND IS WITHIN FLOOD PLAIN ZONE C AS DELINEATED; ON. F.E.M..A. FIRM COMMUNITY—PANEL NUMBER 250001 0015 C. DATED AUGUST 19. ' 1985 _ THE LOCATION OF THE R.H.HAwL COMPLIANCE WITH THE LOCAL IZONING BYLAWS. ENGINEERING PURPOSE ARE IN u. ENGINEERING CORP. . -ALL DIMENSIONS ARE PLUS OR MINUS RESULTING FROM A TAPE Su'RVEY_ONLY. :: 69 Stoney HIII Road. OF DEEDS BOOK 2584 PAGE 021 Swansea,MA 02777 .REGISTRY ` ;GI (508)379-9973 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel &Y Application # c2d (V Z Health Division Date Issued �hvby, wv Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH )vd _ Preservation / Hyannis AQ J Project Street Address /3'/ w2ye. bms? Village eenztrvi/fe Owner�'u.L� �luyden Address 16'?"r&ui& Id",&nkrv;&MA 0-= Telephone Sod-y.�P-ll Permit Request misrpcc sou44 giza"ye FwmiLs sN ?eo�oX rxisnvs.yerts�'�7yBE'��4QAWCdrro Square feet: 1 st floor: existing proposed 2nd floor: existing -- proposed — Total pew 4 Zoning District 1?C Flood Plain Groundwater Overlay Project Valuation a fX 'eo,oo Construction Type Lot Size ,10 Grandfathered: ❑Yes >(No If yes, attach supp6_6Atg documentat;ob. Dwelling Type: Single Family :>d Two Family ❑ Multi-Family (# units) Age of Existing Structure JJ0 qrs Historic House: ❑Yes V No On Old King's Highwjy: ❑Ye�� Nis Basement Type: ❑ Full --,&0?aTI ❑Walkout ❑ Other 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: Ci fE' --E] Oil ❑ Electric ❑ Other Central Air: ❑Y97 AlAa No Fireplaces: Existing t Aevv- Existing wood/coal stove: Et)W O-No Detached garage: ❑ exisS9gy4*ew size_Pool: ❑ exit3t ❑-new size _ Barn: ❑ exists ggVA rmw size_ Attached garage: ❑ ex44nng MhTw- size _Shed: ❑ exisW94L ew size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # - — Recorded ❑ Commercial ❑Yes �CNo If yes, site plan review# Current Use Yesi�i�,e<i�L Proposed Use -s'AWZ_ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name c50l4;r C 6 C er wwb;72 Telephone Number Address 60 yr d }�.Q �i'iaG 9FX9 O License # erl,0744 / ,C�ory .nk � fL,,WA-0,46 /Vlg Da zw Home Improvement Contractor# 168�"7.Z Email W,w,w-6X a 3nJv tarr+N,doom Worker's Compensation #WA766.DQ/66a6S0,?� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Q. oluelp ie o SIGNATURE ( yam^'" DATE FOR.OFFICIAL USE ONLY APPLICATION# s DATE-ISSUED - f MAP]PARCEL NO. ADDRESS '. �" VILLAGE, OWNER, a DATE OF INSPECTION: y' , FOUNDATION r. FRAME ' INSULATION } FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - r 'r GAS: ROUGH. r- FINAL FINAL BUILDING, I * pow t s DATE,.CLOSED OUT A5I,gQIATION PLAN NO. J •< The CommozzwealthofMassachuseft ➢eparftment;of Industrial Accidents Off"oflnvestigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass gov1d a - Workers'Compensation Insurance Aflfidavit:Builders/ContractorsAElectriciaasAPh tubers Apaplicant Information - Please Print LeLibly Name(Business/organizationnndivi&w) SolarCq Corporation Address:3055 Glearview Way - City/State/Zip:San Mateo,CA 94402 Phone#:888-765-2489 r Are you an employer?Check the appropriate:box: Type of project(required): 1.X I am a employer with 7000 4: I am a general contractor and 1 employees(full and/or part-time)-* have hired the sub-,contractors 6. .'�New construction 2. l am a sole proprietor or partner- listed on the.attached sheet. 7. Remodefing ship and have no employees These sub-contractors have 8. Denlollition workingfor me in an capacity. employees:and have workers' Y Pan{Y 9. Building addition . [1Vo workers' comp7 insurance comp.insurances r aired 5. Z] We are a corporation and:its 10.�Electrical repairs or additions 3.! I am a homeowner doing all work officers have exercised their 11 Plumbing repair or additions myself [No workers' comp. right of exemption per MGL 12•E]hoof repairs insurance required.]# c. 152,§1(4),and we have no Solar Panels employees. ;[No workers' I3.�Other i comp.insurance required.] t "Any applicant that checks box 41 must also fill out the:section below showing their workers'compensation policy,information. ` fi Homeowners who submitthis affidavit indicating they are doing all wodc and then li m outside contractors must submit a new affidavit indicating such :font metors that check Otis box must attached an additional sheet.showing the name of the sub-cone metors:and.state whether or not those entities have employees. :lf the sub-contractors have employees,they must provide their workers'comp.policy number. I am.an employer that is providing workers'compensation insurance for.my employees. Below is the,policy and joh site information. i. Insurance Company Name:Liberty Mutual Insurance Company Policy#or"Self-ins.Lic.#:WA7=66D-066265-024 'Ekpira ion Date.09/01/2015 ' Job S to.Address; 151 Warwick Way ciity/swdzrip Centerviffe,MA Attach 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 MCL(c. 152 can lead to the imposition of criminal penalties of a fine nip to$1,500.00 and/or one-yeas imprisonment,as well as civil penalties:in the:form of:a.,STOP WORK ORDER, and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations ofthe D1A for insurance coverage verification. 1.do hereby certify under thepains and penalties ofpe#wry, ;that the information provided above;is true and correct . r Date: 9/10/2614- 7818167489 Phone*-- - .- '0 dal use wdy. Do not write in this.area to be vompleted Ly city ar town vffu'ial City or Town: ftif mino Acense# 1&suing Authority(rkcle one): L Board of Health 2.Building Department 3.CitylTown Clerk 4.Elect-ncal Inspector 5 Pl midng Inspector 6.Other , Contact Person: -Phone#: ^) '® I IDA1T'Ei1MMLD'b/YYYY) M1• CERTIF1CATI E OF LIABILITY INSURANCE 108/ /2014 THIS CERIT FICATE 1S(ISSUED AS A MATTER OF INFORNIAMON'ONLY AND CONFERS NO RIGHTS IUPOIN TH,E CERTIFICATE HOLDER.CIS j CERTIFICATE (DOES NOT AFFIRMATNELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE(POLICIES BELOW_ THIS CERTIFICATE OF INSURANCE DOES NOT CONSTPTUTE A'CONTRACT BETWEEN THE ISSUING IINSURER(S),AUTHORIZED REPRESENTATIVEOR PROW C'ER,AND THE CERTIFICATE:HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL'INSURED,the policy(ies)must be endorsed N SUBROGATION%WAIVIED,subject to the terms and conditions of the policy,cartem policies;may:require an endorsement A sI I mend on this zertificatedoes mot,conifer oughts to the 1 certificate Holder In lieu ofsucli endorsement(s). PRODUCER - - ACT - iMARSH(RISKS INSURANCE SERVICES NAIYIE 345CAUFORNIA STREET,SUITE 113M BONE E �IFJ1X INo CALIFORNIA LICENSE NO.OkW153 SANFRANCISCO CASON AFFORDING COVERAGE NAICS 9c"—SfND-GAW11E1415 JNSmRER1'till'IYIMtiftell'Farein woeCauWy I16586 INSURED MSURERis--:Ljberty llnsoranceCorporatiop 142404 1 Ph(650)9S351D0 So1alt5tyQTorahDn INSURERC N/A 'NIA 3055 CIamiew'Way wsURER D San iMalec.CA 194402 HiSURER E AISURERF' COVERAGES CERTIFICATE NUMBER: SEA 002440269 02 REVISION INUMBER:4 THIS IS TO CERTIFY THAT THE,POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUFn TO THE INSURED NAMED ABOVE FOR THE POLICY:PERIOD 3 INDICATED- NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY,CONTRACT OR OTHER(DOCUMENT WfTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR(MAY(PERTAIN„THE IINSURANGE AFFORDED BY THE POLICIES DESCRIBED(HEREIN IS SUBJECT TO ALL THE (TERMS, EXCLUSIONS AND CONDI11OHS OF SUCH POLICIES_LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IriFSR! ADM SUER I �POLICY'EFF i POLICYIEXP ETR IIYPE�O'FIRISURANCE w !POLICYNUMBER ;`M O:: 1 LIMITS . A ' GENERALLU161LTRY a661316626'r044 09/0112014 I09/012015 I EACHoocIIRRENCE $ 1100D;000, COMMERCIAL GENI DAMAGE TOR ERA IIIA'BILTY ! IP.REMISESt oorwregce $ 10DIDOD C1AIMS=MADE OCOUR MEDIEXP,(Agywelpawn) '$ 1opoO i PERSONAL&ADVIINJURY 13 1;DD0.;000',, i 'GENERALAGGREGAi '$ Z;OOD;0DD1 GENT AGGREGATE LWfif AP.PLtES iPER I PRODUCTS-COMPIOP:AGG 1'$ 2;0D0000l JECT -1�—x 'POLICY j X 1 ,PRO- LOC Dedticlitile I'$ 25,00D1 A AUTOMOBILE UARRMi AS2-6614S62%Z44 I!091D112014 I09/01R015 ICO> w SWGLIEUMff I„000;000! X ANYA'UTO SODILY'INJURY((Per�person) '$ 1ALIL�OWNEID SCHEDULED ( !BODILYIIMURY!(Peracrid") $ AUTOS AUTOS X ( NON-OWNED PROPERTYIDAMAGE $ HIREDAlIT05 A'1IT05 ! wridar4 X �iPhys.IDXMge ! COMP,/GOEDED: $ $1;D00/l$1;jDOD 'UMBRELtAWWBHP-LAIMSIMADJ ,OCCUR1 :EA'GHOCCURRENCE '$ .AGGREGATE $ DED I_ _ IRETE i ON$ 1 113 6 WORKERSCOMPHISATION WA7�66D465265424 00112D19 0910192015 X vuc.sr Ta a1THl AND EMPLOYERS'UABII=1 $ ANY PRGPRIEaoRrPARmr>eRRr Gmm�E 7rw WCT-661-06S2&5,M(WI) 09/01014 �097DUM,5 1fDOD10001 13 OPFICER/MEMBEREXCLIUDED7 N� (IBA �I' ELEACHADCIDENT �$ lNandatoylni +WCNlED19Cf�LE:$35D;DOD ELIDISEA'SE-IE'AEMPLOY I3 1;DDDDDO ;y�� ,,d�2mu rider l DD0,000 IDESORIPITON�OF 4D]?6RA7IONSIbelow- EZTDJSEA'SE-IPDLICYll1W11T' � I I I j ;DESCIUMONOFOP.ERAMONSYIU=—inONSIVERICLFS QASachACORD101,,AddRional:Remarlw:Schedu]%Ha mg)aoaiistequired) j IEYidencecflnswwmP- I i I I ICER MCATE IHOLDER CANCELLAMON I Sofar011y Corporalwn SHOULD ANY OF THE.ABOVE DESCRIBED POLICIES IBE CANCEIJL'E^(BEFORE 3055Z71eanilewiWay 1 THE ;EXPIRATION (DATE THEREOF, (NOTICE V➢ILL BE (DELIVERED IN San IMalm,CA 994D2 ACCORDANCE WI)II THE(POLICY PROVISIONS. ! j � dfill�shlRlSkS'tru:ur�ceServ7ces ClTade511V1i�Indtejo O ro'S88-2DtDACORD CORPORA 1ON. M Agft(reserved. ACORD 2S(20ASM!0 The ACORD name and(logo we registered marks 6f ACORD I ce of Con ��n er.A a rs' O0; i . d B, s'� ess Regulation 10 Palk Plaza - ,Suite 5170 oston, Massachusetts usetts ,2 11 b Homme Irmprove mr ent'Con,tractor Registration ' Registration: 168572 Type: Supple ment Card SOLARCITY CORP{ORAMOII Expiration: 37$i20a� CRAIG IELL'S — ---- �- 24 ST- 11NARTIIN STREET IBLD 2 UNIT 1 - — MARLBOROUGH, MA 01752 U;pdate.Address and return card.Mark reason for change. sCM.n 0 (fitt Address IF Renewal J Employment nLost;Cartl Office of Consumer Affairs&Business Regulation License or registration valid for ndividul use only - - .. OINE!IMPROV6'ENV CONT RACa�OR lbefore the expiration date. if found return to: Office of Consumer Affairs and Business 1Regula:tion JZegistration. 188572 SYpt' 10 Partc Plaza-Suite 3170 stx 4pirab : 3f8720 Siupplerme:nt .;ard Boston,IMA 021➢6 SOLARGl7Y GORPORATU ON CRAIG ELLS s 3 2 ST MAR TIN S31RE ET iBLD'2Lf�tyl =-y6. .�- LBOROUGH,,IMA 01752 L nderserretary No,t v lid without signature ,� —. d Massachusetts-Deparimnerit of Public Safei., Board of Budding Reguif1aons anti 51 7ndart s. {.�il9ei A Y111,tNxi7�U�`iia!`F#*�•a.' d Ucense GCS 07663 ' B CRAI'G E11S 206 B K E R�i UkET Keene NH e3431 �` ! r r� i`. t<c$il r4+�ti4at,!!W Wi2W201'7 z Ze 01 � �ce tol Consumer Affairs and Business Regulation 10 P.•ark Plaza Suite 5170 Boston, Massachusetts 02116 Ho �1 e I� �prove, ent Contractor Registration. tRelMstration 168572 Type. Stgp;plement Card SOLAIR�CUTY'GORRORATIOIN Expiration- 31812ot5 INJLIE MILLER 24 ST. IMARTIN STREET IBLD 2 UNIT '11. MARL'BOROUGIH. MA 101752 , Update Address and return card.mark:reason for change. S A r Cg 2M64MM Address [] 'Renewal C Employment Lost Card 'J/d'f'%�2s1.A11J9R-d'BAYIY_d'd®A�R��..��IQ/X.TL•IBK�Pi.M'II�' - . •13ioe.of Consanner Affairs•&lliasaess ltegnlntion 1,ioense or registration valid for individul fuse only T .ME 111APIROVEMENT CONTRACTOR before the expiration-date. If found return to: - Office of Consumer Affairs and Business]Regulation egistratro'�n: 168572 Type.. 10 Park Plaza-Suite:S17� Expiration: 3IM01"5 Sypp'lement 4.:;ard Boston,MA 021116 SOLAiRGIT'Y CORPORATION MILE :MILLER 24 ST MARTON'STIREEf IBLID 2UN1 i1U,AI IBORO'UGH„''MA 01752 B,nderseav"ry Nat valid without signature S i o- Doau-S�n Emae ID: 1FFBE ec\fir e �o, 5®IarC1ty SolarLeas6 3055 Clearview Way, San Mateo,CA 94402 . AMENDMENT r (888) SOL-CITY F(650) 638--1029 SOLARCIITY.COM Customer lame and Address Cu stwineir Namne InstaIlation Location Contractor(License Julie E Hayden William Hayden 151 Warwick Way MA HIC 1685721MA Lic. MR- 151 Warwick Way Barnstable, MA 02632 1136 Barnstable,(NIA 02632 1. The SvlarLease Agreement(between SolairCity and You, (the "Agreement") including the Exhibits to that Agreement,are hereby amended as follows: a. Section 3 of the Agreement "'System Description" is replaced in its entirety with the following: '10.200 Ikw.DC(STC)photovoltaic systein Photovoltaic Modules . 5 IInverter(s) Mou in,Uing system y' Monitoriing Systerrr. Electric meter number:2244205 F�ilGras: None b. Section 4 of the Agreement, 4ILease Payments;Amounts" is replaced•in its entirety With the following: SdIarLease Amendmi a%Augwst Vh 2014 + . t®2 2D14 SBaTQi �B'r y panWratiaro.X111 RgWts 68rwA. . . DocuSigm Envelope ID:FA56847F-6588.498C-B26B-822869D1FFBE r1 S II have mead this Amendment in its entirety and 0 acknowledge that A have received a complete copy of this Amendment. This amnemdmlemt supersedes any prior amendments that are inconsistent with the subject matter contained herein. The pricing in this Lease Amendment is valid for 30 days after 812112014. If your don't sign this Lease Amendment and return it to us©n or prior to 30 days after 8121/2014, SclarCi y reserves the aright to reject this Lease Amendment unless jou agree to our then current pricing. Customer's ar�e D &bf Hayden Sigimatanre- La - ®ate: 9/2/2014 Customer's NagEMpp Hayden Signature. Date: 9/2/2014 00 5olacC ty ShcarLease SOLARCITY APPROVED Sigmatuyme: Ur DON iRIV.F. CFO S0larLease ���`Sol�rCity. Date. 8 21//2®14 So!Iad tine A'nmen,dm ent Augwst 91,2D14 rijo tt(D2' -20141 SdIar(C:i y Carpwa3ian-/Ann Rights 6 r e8_ =Sol OV OWNER AUTHORIZATION Job ID: Q Z 6 S 7 Q© Location: C C[Y-rEKV1LG-F', r\,k A Q'Z- Z,. , I as Owner of the subject property hereby authorize SolarCity Corp HIC 168572/ MA Lie 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract. f Signature of Owner: Date:' 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 T(888)SOL-CITY IF(508) 460-0318 SOLARCITY.COM - AZ @OC 243771,CA CSL9 888104;CO EC 8041,CT HIC 0632778,DC HIC 71101486..,DC HIS 71101488,HI Cf-29770;, MA HIC 168572,MD MHIC 128948,N)13VH06160600,NY WC-24624.HI1,OR CC9 I8D498,PA 077343.TX TDLA 27006,WA SOLARC'91901 Version#37.9 solarCity. k 3055 Crearview War.San Weo, CA 9e402 a (888)-sOL-Grlr (765-2489) (www.salarcitr.com' AN BEW D_ August 19,2014 a�10ltE ' Project/Job#026457 Pic_x IS q, RE: CERTIFICATION LETTER9 � ? Project; Hayden Residence -MAL 151 Warwick Way Centerville,MA 02632 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 fruteria: -Applicable Codes=MA Res.Code,81h 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=8 psf,Roof LL/SL=23.1 psf(Non-PV Areas),Roof LL/SL=23.1 psf(PV Areas) -MP2: Roof DL=7.5 psf,Roof LL/SL=23.1 psf(Non-PV Areas),Roof LL/SL=23.1 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.19069<0.4g and Seismic Design Category(SDC)=8<D On the above referenced project,the components of the structural roof flaming 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 lWsnow loads indicates in the design criteria above i certify that the structural roof framing and the new attachments that dimly support the gravity loading and wired uplift loading from PV modules have been reviewed and determined to meet or exceed structural sbuKA requirements of the MA Res,Code,8th Edition. Please contact me with any questions or conogs regarding this project. Sincerely, Andreae White,P. Digitally signed by Andrew White Structural Engineer . (Main: 888.765.2489,u2377 Date:2014.08.1910:54 49-"00° email:.awhite@solarcity.com 3055 Glearview Way ,Sara Mateo,CA 94402 -r(650)538.1028.(888)SOL-GITY F(650)538-1029 solarcity-corn �z�uc�ar7,.e:ac�aaate�.vrs�+tX�a�,t? r1:�.���rau:..rio��Rs�2�nsr. ...trCr, ,aa�t3C>�ese6rc4+rL� ;.ra� 5re�4,, CP O= r '08.19.2014 ti�`!,;S', olarCity SleekMountTN! PV System Version#37.9 Structural Design Software PROJECT INFORMATION &TABLE OF CONTEND I - JProiect Name: T Hayden Residence w . . . AFU, _ Barnstable_ Job Number w 026457 v _ Building fade _ FAA Res.Code,8ih Edition y Custo �er_Name: . ._.__Hayden,Julie E Based On: IRC 2009/iBC 2t)09 Address: 151 Warwick Way ASCE Code: ASCE 7705 State: __.--_Centervil_le,__ —MA �. d ory zi Code 02632 Upgrades Req`(P _ No JLatitude/Lon gitude: 4Il 668291 --To.373764�_ ,Stamp Req'd? m Y Yes_- __ SC Office: South Shore PV Designer. ILalita Nayagarn _ Calculations: Brad fa for ~' iEOR;' Andrew Whine P.E. Certification Letter 1 Project Information,Fable 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=0.19069< 0.4g and Seismic Design Category(SDC)= B< D I. 2-MILE VICI IYYN MAP o �,of /4f i ir �• � • 44tol- 14 00 a (96 'A f m,�ervli e I I 151 Wanvic k Way,Centerville,ILIA 02632 Latitude.41.668291 Lon dude.-70.3737 Exposure 9�Y.C LOAD ITEMIZATION - Mini PV System Load PV Module Weight(psf)__. 2.5 psf Hardware Assembly Weight 0.5 psf PV SVsbmn Weight 3.8 psf Roof Dead Load Material Load Roof Category Des�ption MP1 Roofing Type _ __5__WCo Roof _ Re-Roof to 1 Layer of Comp? No Underlayment��. ._-_ �- Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 pse Board Sheathing T None Rafter Size and Sparing-- 2 x 8 @ 16 in.O.C. 2:3 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.2 Total Roof Dead Load 8 (MP i &0 Psr Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf _ Table 4-1 Member Tributary Area. _ At _ <200 sf Roof Slope _ _ _ 6/12 ributary Area Reducton R1- Section 4.9 w Slopes Roof Reduction RZ 0.925 _ Section 4.9 Reduced Roof Live Load Lr L,= L.(Rl)(R� ----1 Equation 42 Reduce Roof Uve Load Lr 18.5 MPi 1&5 Psf Reduced Ground/Roof Live/Snow loads Code Ground Snow Load _ p� 30.0 psf ASCE Table 7-1 Snow Load Ructions Allowed? Yes s Effective Roof Slope 25* Horrz,_Distaoce from Eve to Ridge_. ._ 11►1 ���. _ -_�5.0��_ Snow Importance Factor 1.0 Table 1.5-2 (Partially Exposed Snow Exposure Factor Ce 10 Table 7-2 Structures kept Just above fr�n Snow Thermal Facer � C,�. 1,1 . g Table 7-3 kinimum Fiat fftoof Snow Load(w/ Rair,-on-Snow Surcharge)_ P&WM 233.1 psf 7.3.4&7:10 Flat Roof Snow Load Pr pr=0.7(Q(Q(I)Fg; Pr?pf-rosin Eq:7.3-1 -� f 23.1 psf 77% [Design CE Design S o Roo Snow'Loa Over Surrounding Roo face Condition of Surrounding All Other Surfaces figure 7-2 of 1.0 Roof Snow Load Over IlP'Md=( )I# ASQE E�:7A-1 rraundin Roof Psboor 33,1 psf 770A ASCE-Design Sloped Roof Snow Loa Over!PV Modules rfaPe Condition of PV Modules CSC, Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV � PS-W (�„)Ipf ASCE Eq:7.4-1 ' odules 23.190 77a10 COMPANY PROJECT Woodworks` Aug. 19,2014 06:44 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat Location [ft] magnitude Unit tern Start End Start End DL Dead Full Area No 8.00 (16.0)* psf PV LOAD Dead Partial Area No 0.83 12.67 3.00 (16.0)* psf SNOW LOAD Snow Full Area Yes 23.10 (16.0)* psf *'Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths(in) : i 0' 0'-7" 13'-7" Unfactored• Dead 112 105 Snow 218 208 Factored: 'Total 331 314 ]Bearing: F'theta 493 493 Capacity Joist 2868 2591 Supports 2789 - Aanal/Des Joist 0.12 0.12 Support 0.12 - Load comb #2 #4 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb l.11 1.00 Cb min 1.75 1.00 Cb support Fcp sup *Minimum bearing length setting used: 1/2'for end supports Bearing for wall supports is perpendicular--to-grain bearing on top plate.No stud design included. MP'I Lumber-soft,S�NF, No.1/No.2,W(14/2"x7-1/4") Supports: I -Lumber Stud Wall,S-P-F Stud;2-(Manger, Roof joist spaced at 16.0"cic;Total length: 15'-9.5";Putah:6112; Lateral support:top=full,bottom--at supports;Repetitive factor:applied where permitted(refer to online help); F-11 11 ood oIrks@ Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorOks@ Sizer 10.1 Page 2 Analysis vs.Allowable Stress (psi)and Deflection(in)using NDS 2012: Criterion Analysis Value IDesign 'Value Analysis/Design Shear fv = 34 Fv' _ " 155 fv Fv' 0.22 Bending(+) fb = 906 10W 1389 fb/Fb' = 0.65 ]Bending(-) fb.= 7 Fb' = 665 fb/Fb' = 0.01 Live Defl'n 0.37 = L/471 0.97 L/180 0.38 Total Defl'n 0.57 = L/308 1.45 = L/120 0.39 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF' Cfua Cr Cfrt.� , Ci . Cn LC# Fv' . 135 1.15 1.00 1.00 - - 1.00 1.00 1.00 2 Fb1+ 875 1.15 1.00 1.00 1.060 1.200 1.00 1.15 1.00 1.00 - 2 Fb'- 875 1.15 1.00 1.06 0.479 1.200 1.00 1.15 . 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - 1.00 1.00 - - . E' 1.4 million 1.00 .1�00 - - - - 1'.00 1.00 - 4 Emin 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 270, V design t249 lbs Bending(+) : LC #2 = D+S, M = ' 992 lbs-ft Bending(-) : LC #2 = D+S, M 7 lbs-ft Deflection: LC #4 = (live) ]LC #4 = (total) D=dead L=construction S=snow W=wind•$=impact Lr=roof constr: Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load_in this span _ Load combinations: ASCE 7-10 / IBC•207L2 _ CALCULATIONS. Deflection: El = 67e06 lb-ia2 °Live'° deflection Deflection from all non-deadr loads (live, wind, snow) Total. Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design (dotes: 1.Woodworks analysis and design are in accordance with the ICC International Building Code(IBC 2012),the National Design Specification(NDS 2012),and NDS Design Supplement_ 2_Please verify that the default deflection limits acre appropriate for your application. 3.Continuous or Cantilevered Beams:NDS Clause 4-2-5.5 requires that normal grading provisions be_extended to the. middle 213 of 2 span beams and to the fall length of cantilevers and other spars_ 4_Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4-1_ 5_SLOPED BEAMS:level bearing is required for all sloped beams- 6-The critical deflection value has been determined using maximum back-span deflection-Cantilever deflections do not govern design. �CALCUL'J► I®�11 O ®ESIG� LOADS __MP 1 - � Mounting Plane information Roofing Nda.terial^ Comp Roof PV System Type._.___ _ _ v _ :SolarG Sle"ountm Spanning Vents _ No - Standoff Attachment Hardware - - - —Oorn Mount T C C . Roof Slope 250 Rafter Spacing �` - �� 16"O.0; _ - - ----- - - Framing T Direction Y-Y Rafters Wiriin Spacing X X_P'riins OnN._. _ __.,�..__.u� .`` _ NA Tile Reveal file Roofs Only NA 3ile Attachment Systern Tile Roofs Onfy - NA _ __ _ Standin Seam Spacing SM.Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method ^ _ _ __� _ Partially/Fully Enclosed Method Basic Wind Spy _—. V _. __ .�110.mph.- __. _ Fi9-6-g_ lExposgre.Category_:___ _ _ C ___ Section 6.5.6.3 1 Roof S_iyle _ Gable Roof_ Fig.6-11e/W14AIB Mean Roof Hei 'ht ___ y_-_ h _ -—_m 15 ft Seddon 6.2 Wind Pressure Calculation Coeffidents Wind Pressure Exposure` K. _. _ 0.85 w .__ Table 6-3 1.00__.y _ _.. __ ___ _Section 6 5.7_ . Wind Direclionaiity Factor 0.85 Table 6-4 Importance Factor I. 1.0 Table 6-1 KelodtV Pressure qn qh=0.00256(Kz)(Kzt)(Kd)(Y"2)(1) Equation 6-15 Wind!Pressure Ext. Pressure Coefficient U -0.88 fig.6-11B/C./D-14q/B Ext Pressure Coefficient Down 0.45 1 Fig.6-118/c./D-14A/0 Design Wind Pressure P p=Qm( ) Equation 6-22 Wind Pressure Up P -19.6 psf Wind Pressure Down Prdowni 10.1 PSf AILLOWABLE STANDOFF SPACINGS �Y X-Direction I Y-Direction Max Allowable Standoff Spacing O andscape 64° W,_ Max Allowable Cantilever Landscape _ rt 24" NA Standoff Conti oration Landscape Staggered !Max Standoff Tributary Area Trib_w_ ___ .. _ _.. _. 17 sf IPV Assembly Dead Load W-PV 3 Net Win -Uplift at Standoff T arbual._. T _^308 lbs_ Uplift CaCapacity ofStStandoff _ T-allow 500 Ibs Standoff Demand/CaDacity _DCR - 61.7% X-Direction ! Y©irection Max Allowable Standoff Spacing Portrait _ _TM 48" a_ _w _ 6Wj Max Allowable Cantilever _ Portrait 2D - -NA— Standoff Confi 'ration - Portrait_ _ _ __ _-erect _ __ _ __ Max Standoff Tributary Area _ TQib _ 211 - PV Assernbfy Dead Load _ W-/ 3 Net Wind D lift at Standoff T-actual -386 Ibs Upl'►ft:Capacity of Standoff T-allow 509 lbs Standoff Derrian Ca " :DCR _�__ 77.2% LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf 'iiad are Assemb Wei ht� �.5 - PV Systemn Wei bt 3.0 psf Roof Dead Load Material Load hoof Cate<jory D 2es Aption MP2 _ Roofing Type_ Comp Roof (1 1_ayers C 2.5 p4 Re-Roof to 1 Dwyer of Come No - Underlayment _ --- _-- Roofing Paper _ 0.5 Psf Plywood Sheathing___ t: Yes1.5 psf . 03oarri S?aeatb_ing None _ Rafter Size and Spacing - -- 2 x 6 @ 16 in.O.C. 1.7 psf� M _at�lbeci C�ilirag� � _ - _ -_-- D�o M wellaneous Miscellaneous Items: 1.3 psf Total Roof Dead Load 7.5 MP2 7.5 psf Reduced Roof LL Non-PV Areas: Value ASCE 7-05 Roof live Load D o 20.0 psf Table 4-1. Member Tributary Area; _ __ <200 sf Roof Slope 6/12 _, ._ r9butaryArea Reduction Rr 1 Section Sloped Roof Reduction Rz 0.925 Section 4.9 Reduces Roof Dive Load Lr -- Ott=L.(III)(R2) nation 42 Reduced Roof Live Load LT 18.5 MP2 18,5 pa Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load __ P9 30.0 psf ASCE Table E-1SnowLoad Redu ctions Allowed? Yes ] Effective Roof Slope _ ' 250 Horn.Distances frorn Eve to Ridge._.._ W 12.7 ft _— Snow Importance Factor IS _ 1.0 Table 1.5-2 Snow Exposure Factor Partially Exposed Table 7-2 1.0 Structtures kePt Dust above fn�ng Snow Tihennat Factor Ci 11 Table 7-3 !Minimum HE Roof Snow—Load Ow— Rain-on-Snow,Si rch_- a "i' 23.1 psf 7.3.4&7.10 Flat Roof Snow Load . Rt=0.7(Ce)(CI)(I)1g: R i pf--ruin Eq: 7.3-1. 23.1 77a10 ASCE iDesi n S o Roo Snow'Load Over SurroundiLm Roo Surfiace Condition of Surrounding yomr All Other Surfaces. Figure 7-2 Roof 1.0 Design Roof Snow Load Over OP5.0d=(om)Rf ASa Eq:7A-1 iSunrounding Roof 7°0r 23.1 psf 77% ASCE IDesi n S o Roof SnomrLoad Over PV Modules Y Unobstru�Slippery Surfaces Surface Condition of PV ModulesC,-, 1.0 Figure 7-2 Design Snow Load Over PV P&V [per„=K.v„)OPr A&Sa Eq:7.41 Modules ° 23.1 pff77% COMPANY PROJECT WoodWorks' Aug. 19,201406:451 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location (ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 7.50 (16.0)* p,sf PV LOAD Dead Partial Area No 1.50 10.42 3.00 (16.0)* psf SNOW LOAD Snow Full Area Yes 23.10 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : I Unfactored Dead 88 83 Snow 186 176 Factored_ Total 274 259 ]Bearing: F'theta 495 495 Capacity Joist2878 2599 Supports 2789 - .Anal/Des Joist 0.10 0.10 Support 0.10 - Load comb #2 #4 Length 3.50 3.50 Min req'd. 0.50* 0.50* Cb 1.11 1.00 Cb main 1.75 1.00 Cb support - Fcp sup425 - ¢Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate.No stud design.included. MP2 Lumber-soft,S-P-F, No.1/No.2,2x16(1412"x5-1/2") Supports: I -Dumber Stud Wall,S-P+Stud;2-Hanger; Roof joist spaced at 16.0"dc;Total length: 13'-4.7';Butch:6/12; Lateral support:top=full,bottom=at supports;Repetitive factor applied where permitted(refer to online help); F1 F WoodWorks@ Suzelrl SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorks®Sizes 10;1 Page 2 Analysis vs.Allowable Stress(psi)and Deflection (in)using NDS 2012 Criterion Analysis Value IDesign Value Analysis/Design Shear fv = 37 Fv' = 155 fv Fv' = .0.24 Bending(+) fb = 1091 Fb' = 1504 fb/Fb' = :0.73 Bending(-) fb = 11 Fb' = 1001 fb/Fb' 0.01 Live Defl'n 0.42 = L/347 •0.81 L/180 0.52 , Total Defl'n 0.63 = L/231 1.22 = L/120 •0.52 Additional Data: ; FACTORS: F/E(psi)CD CM .Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 " 1.00 - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 . 1.00 .1.00 - 1.000. 1.3010 1.00 1.15 1-00 '1.00, 4 Fb1- 875 1.15 1.00 1-00 0.666 , 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1 00'. - ' - + 1.00 1.00 - E' 1.4 million 1.00' '-1.00« _. -• - - - 1.00 1.00 - 4 Emin 0.57E million 1.00 1.00 - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear' LC ##2 = D+S, V ' 222: V design = 206 lbs , Bending(+) : LC ##4 = D+S (pattern: sS) , M = 687 lbs-ft Bending(-) : LC ##2 = D+S, M = 7 lbs-ft ,Deflection: LC ##4 = (live) LC ##4 = (total) D=dead L=construction S=,snnow W=w and I=impact! Lr=roof constr. Lc=concentrated' All LC's are listed in the Analysis output I Load Patterns: s=S/2, X=L+S or L+Ls, •_=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: El 29e®6 lb-ian2 "Live" deflection = Deflection from' all non-dead loads (live, 'wind,' snow-) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an-angle' F'theta calculated for each support. , as per NDS 3.10.3 w:. •r. Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012),'the National Design Specification(NDS 2012),and NDS Design Supplement, 2_Please verify that the default deflection limits are appropriate fof your application` ,» 3.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4_Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5.SLOPED BEAMS:level bearing is required for all sloped beams_ - 6_The critical deflection value has been"determined using maximum batik-span deflection_Cantilever deflections do not govern design: Mounting Plane hnformation Roofing Material w Conroe(Roof PV System Type-- Spa ning Vents No Standoff A�cbment Hardware � Comp 1NiggpLType C Qtoof Slope 250 ,_..� _ __... _._. ���..._ _....... IRaf er Spacing _._r_ 1 O.C. Framing T Direction Y-Y IRaftjers . Puriin Spaamg__ X-X Purlins Only NA Tile Reveal Tile Roofs Only NA - Tile Attachment 5ystern Tile Roofs Only� "' N StandingSeam do SM Seam On --__ NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind IDesign Method �___. Partially/Fully Enclose__d Method Basic 1Nnd Speed _ -. V _ ---- 110 mph _� _ jg.6-1 measure Category __- _ _ C ._ -S on 6 5.6.3 Roof Styie Gable Roof . - �g.6118/C/m 1u3 ____ __ - IMean Roof Height h 15 ft Sec on 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure � K= ._. _ . 0.85 _ _Tabble 6-3 _opogra,ohic(Factor � 1.00 _- �_ - Serxion 6.SJ _ _ - - Wind Duechonafity Factor Kd 0.85 Table 6-4 y irn;_rtanceFactor -„ i . _ ._ _- -. _ _ 1.0 _._ e9odty Pressure qn q'b=0.08256(Kz)(Kzt)(Kd)(V^2)(1) Equation 6-15 Wind!Pressure Ext Pressure Coeffident U -0.88 Fig.6-11s'�1 ExL Pressure Coefficient Down 0.45 I Fig.6- Design Wind Pressure P P=q.( ) Equation 6-22 Wind Pressure Up. P -19.6 psf Wind Pressure Down P rdowni 10.1 Psf ALLOWABLE STANDOFF SPACINGS X-Direction I Y-Direction (Max Allowable Standoff Sparing Landscape _-. ... _.� �� _ __ __. 3T -_. __� __. _ �_._. .� _ f Max Allowable Cantilever �� - Landscape- 24" NA Standoff Configuration Landscape Staggered (Max Standoff Tributary Ate_ __ w __S�+b _._ Y _. - - M 17 sf PV Assemrbfy mead Load _ W-Pv �. _._ �. 3 psf �p aal etWindlilt Wf � 308 Ibs, Uplift Capacity of Standoff - T-allow 500 Ibs Standoff Demand Ca 61.7%�' X-Direction I Y-Direction I Max Allowable Standoff§,pacing Pbrbrait 48" 64" Max Allowable Cantilever Portrait 20" NA Standoff Co uration Portrait Staggered (Max Standoff Tributa Area: Trib 21 sf rY. � . PV Assemrbly mad Load W-PV _ _- _ 3 Net Wind Upirft at Standoff ____T-ar�a9 y 386 las UpTi Capacity of Siaradoff T-allow Soo ibs fiandoflF Deroeand Ca cl DCR 77.2% "EUI MUST BE Asses:or's-rr4.jp E 9- lot rnumber ....:...�f... ... i �, 1 E . F DIN COMPLIANCE WITHI ARTICLE II STATE r r {' SANITARY CODE AND TOWN t Sewage'Permitt,number .r ��t................................J. . `. .....0 REGULATIONS : •4 *THE r TOWN ' OF BARNSTABLE 61 ARX.STAMLE. r l: " 9 RtU1=LQJNG ' INSPIECTOR �F0 MPY a' ``° r APPLICATIONvFOR(PERMIT TOy .... G li .......... ............................................. •TYPE OF 'CONSTRUCTION ...: t....... .. r' .......................................................................... G TO THE INSPECTOR OF 'BUILDINGS: The undersigned hpf5jzy applies for a p6rrmiit according to the/following information: Location ....... ...... ....�Z...... 1 ...... / fr.... ............................... ... ............................ " ........... ...............:.............:....................................Proposed Use ...... � s t Zoning District ....... .0....................................................Fire District .....:1!:!:�.. .....l.,lx........... .................... ........ Name of Owner ...`���� �...........:......Address ...:. .... `!rL r '�.:...../1;.. ..� ..... y ...................... `` Name of Builder .......................Address ......................................................................�.........,.. e It Nameof Architect ................................... ..............................Address ....d............................................................................. Number of Rooms ' ...:Foundation, /a • Exterior ......... .........`.... ................................::Roofing ...... ..... . ................... .................................... x /i Floors ....Interior Z ........ .......... .. ....................................................... .............................................. .. ................................... l.G� L%�i`" ......Plumbing .........z..................................................................... Heating //%/� .......... .................... Fireplace /...: .....................................................Approximate Cost ..... 21.�..�........:.............:..............,.. Definitive Plan Approved by Planning Board-_-;____ _ _____ ____________19 7 _. Area .....`. ...............................:... Diagram of Lot and Building with Dimensions ✓`� ' Fee ............. .....................:......... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barn bl egarding the above construction. Nam ......................................... .................................... Capewide Development 18326 one story, No ...... .. Perriif or, ............................... r ....single..................................... ..............£amily dwelling ...... + Locbtion : ........Warwickz flay........ Centerville ......................................................... .................. Owner .............Capewide Development .................. _. f rame- HY Type of Construction ..... ............................................................... .................. Plot ... ................. .. Lot ............. ............. , Apr 1 20 76 Permit Granted ............... ........................19 L -'bate of Inspection �-b � .......19 Date Completed ..la.. l�.l...�............... .19 PERMIT REFUSED ......................4 .. 19 r. ............:.........r. . ....... .. ........................,........... ......................................................... ... ............ ............... .. .. .......................... ................. - Y...............• .. .'�..... .................................... ......... Approved ................................................ 19 ............................................................................ . ............................................................................... t Assessor's map art lot number ...... Sewage Permit number :.. 1..... G— 73 .............................. T"ET°�y - TOWN , OF BARNSTABLE •89HA9TA13LE, "6 9 BUILDING. ASPECTOR APPLICATION FOR PERMIT TO ............... TYPE OF CONSTRUCTION .....r% TiC .... -fir...,:...................... ...........C�.rr�[.................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....... r.:.................................:.:. ............................................... .....,.. ...................................................................... ProposedUse ........................ ,/° r' %isq::!!" ....... x- C......f;: ,;.......................................................................... Zoning District .......................................................................:Fire District 4-!.. < / :.... . . ..................................0 Name of Owner 1 �" �4�i% %1 . U�i �' .'- t�� �' � 'f I Address ...................... ........��............................ / ....................!i Name of Builder .................. ...........................Address ........................... Name of Architect .................. Address........................................... ... .......................................................................... .......................................................................... Number of Rooms ...................Foundation ..... ..... ................................................. lri t ............................Roofing ......�.�"!J ` G�/'c Exierior .................:..............................:....... `.......................... ........................................ Floors /i 1.r ..........................Interior ..........— Heating ..... / � .Plumbing Z \\ Fireplace ................ Approximate C. ost.................. �.... ...:. .�� - 14. _ ; Definitive Plan Approved by Planning Board � ___ ............................/.............. Diagram of Lot and Building with Dimensions Fee f SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Bar nstable4egarding the above construction. / J Name' ........................................ .................................... Capewide Development A=148-114 No18326 Permit for .. one story, ................. .................................. single family dwelling ............................................................................... Warwick Way 1-6cr'ion .............. . Centerville......................................................................... Owner ...........Capid��P5 .............................41opment ................ fme Type of Construction ...........ra ............................... ....................................................I........ ..................... #34 Plot ............................. Lot ............................. Ap it 20..........19 76 Permit Granted ............: Date of Inspection .........Date Completed ............ 99 PERMIT.,,REFUSED FUSED \D ... ....... ......................... ............. ............ 19 C� .............. ................................................... ............. . ..... ......... .. ............................................................................... V ............................................................................... Approved ................................................ 19 ............................................................................... ................. ............................... :.E.................. .... ... '� trJ. �t �Y� i•'"''�-+.n + Sx a � � ���. � �,� Zip.�•.w LL ' FJ 4 bt l'.. 3 L 9 ` }Fe'�' 1�i•� F( 'HIU -t �'�yl i T411 i i k 04r�,,• t' 4 tq3 r F { 4 r, / yw If a T i �CFI S r. ��1 L }`. 1 g ,�.. F!` l;s -i6,� ti..�``y !�•�f t� '��s� CA 51 ti"r.^ � 't Q ° /LO/if/, k ,^ r.'C s ," k r a! A��o #• � '�,'7'�.�p� i\( w'fva�7k,t 5 ?:;.t 27'Z_ �t•� K Yt t $ � � �T Fyf tt. ¢;-42 OO. lY t,cf - e - .'l - - pl �8 z�'f{{.�. •� -,V,r z. }h- « ,��, k r q 5 t �4 e /-' f p }..•t ik- t7 :�j4^ + �+F x�.. c' -Al,tv4� 4409 t ../ s 4``�5 t 7 � -77 r � -.y ,� • � `' ° e � ! # fie' f� '���', � e�4 ,���'���'�' n e �s „ a a e C'A? 'i0Aof P/T,'.b✓/7-A / �+/ /�✓c1 Pam" 41��?� 8 r /�G GOT ! �' ¢ ,�" r �` 1f ! '..'.,,t i `J F�r 1 t i < L' z L'1-A f�- 7� �:.�. n �' d +�i�..:ap 5�Y ♦i#���• r�y'Y�'����`yEs�� �'I}.y. f }9� ;�5(�, P • ,y�f.I t + +�w,� r .s+ �y " _ y, 4 � !�+{4.1 toy ft' 6• ! pfi�iY®� .���/ ��T T��I II�� ����.��/�6^ 's t } I e ! jf r°r ° F aw ✓ ® ras/6 e?►s.�aa�yi�pA/c��p� ®eq?7/-�ta eav rx,�e �w ` ' rR D', •/'7iii. CO WAW eM(i!-Ii/PJa/01.1 /.ia�."P "WO97 � " - 1� O` ���p f4 9 t.�y���}^Y'�,�+ .,R 1�tC j r,1 044 M W4% 67+i®�i�/��' - °<.^ .�+S',`1. 'J4� i } ,(t.'S.h��' :; ®Q V%Ve 7%2bViV Gam° I�s�'Trd�::� e sy� '; t � r l o p Ai A k K;: a #2634$ •,y�� 'nTmA� �is 3 =J'] V.*4. -OA/0/A/@@.�35 �`- R o .•X +r�'�yy�,3'-d�-e�rt �, �. .tt �p THE Tqr, /res 6/nonr/'sJrom issue dole 00 Regulatory Services Fee 91 BAttNjMl 5S e Thomas F.Geiler,Director rE16,jq-y Building Division Peter F.DiMatteo, Building Commissioner s x R ES r P t,i`„7 367 Main Street, Hyaffiis,MA 02601w Office: 508-862=03S NOV 200" Fax: 508-790-62:0 EXPRESS PERMIT APPLICATION - RESIDENT-YAU OPfU RINISTABLE Not Valid withoru Red X-Prm IxPnw l 1 V .lap:parcel`lumber Property address G`�'�`1 0?�.�Z Q Residential Value of work/1� 06 c1 , Owner's Name& .address S I Wlq W C Tac*ne Numb er V_l Y2e'3°SZ Contractors Name i Home Improvement Contractor license 4(if applicable) 2 L 7 Construction Supervisor's License=(if applicable) 0 QWorkman's Compensation Insurance Check one: Q I am a sole propriesor Q I am the HUII1eoSmer 1 ( I have Workers Compensation Insurance Insurance Cotttpany Name /1 � 9-iy ( ,�✓ ���-�� Workman's Comp-Policy� pe.r_iit Request[caeck box) I Re-roof(stripping old shingles) Q Re- of(not strippin- Going over existing yers ofroof� Q -side Replace t Windows. - alue .44) Q Others pecify) *Where requited: Issuance of this permit does not exempt cott:Qiianee with other town.depa m=t regulations.i.e.Historic.Conser+•arion.::=. Sign:lture Q:Fomu:espmtrs:r:�••+1%06t)I . and Stsndards ►nOVEMENT COONRACTOR 'Board os Bn;�a' : HOMEIMPR aon: t12927 Re9� 0510412003 ExPlra . lnary�dual type• MICHAE�g CA 11ATA err r�""' E:1 EL .CRD AN 132 GR H tdlp`02563 � .�...�'/ee �ommzanueall�i o�il�aasac/ivaelta BOARD OF BUILDING REGULATIONS +' 1 License: CONSTRUCTION SUPERVISOR ' t, Number. CS 056905 { Birthdate: 06/06/1966 r Expires: 06/06/2003 Tr.no: 10322 Restricted To: 00 MICHAEL S CANNATA 132 GT HILL RD SANDWICH, MA 02563 Administrator ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YY) rM PRODUCER (50$)540-4555 FAX 11/09/2001 IIUN ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE DFM INsurance Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Falmouth Mall Unit 33 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. 0. Box 565 Falmouth, MA 02541-0565 INSURERS AFFORDING COVERAGE INSURED Michael S. Cannata INSURER A: National Grange Mutual Ins. 132 Great Hill Road INSURERB: Atlantic Charter Insurance Company Sandwich, MA 02563 INSURERC: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE IN NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/Y." LIMITS GENERAL LIABILITY 4PP28483 09/14/2001 09/14/2002 EACH OCCURRENCE $ 500,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) $ S00,000 CLAIMS MADE D OCCUR MED EXP(Any one person) $ 10,000 A PERSONAL&ADV INJURY $ 500,000 GENERAL AGGREGATE $ 1,000,000 F EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 POLICYF—j PRO- ECT LOC J AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) . $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $(Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION S $ WORKERS COMPENSATION AND X TORY LIMITS ER EMPLOYERS'LIABILITY B WC 000421875 11/06/2001 11/06/2002 E.L.EACH ACCIDENT $ 100,000 E.L.DISEASE-EA EMPLOYEE $ 100,000 OTHER E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Contractor I CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 70_DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, William Hayden BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 151 Warwick Way ANY KIND UPON THE COMPANY,ITS AG REPRESENTATIVES. Centerville, MA 02632 AUTHOR ED REPRESEN IV c ABBREVIATIONS ELECTRICAL, NOTES JURISDICTION NOTE A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANIS MAY BE ENERGIZED IN THE OPEN POSITION. BLDG BUILDING A SIGN WILL BE PROVIDED WIARNINID OF THE. CONC CONCRETE HAZARDS PER ART. 69,0117. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MUL111WIRE BRANCH CI:IRCUIIT WILL BE IDENTIEC® BY (E) EXISTING PHASE AND SYSTEM PER ART 210.5. EMIT ELECTRICAL METALLIC TUBING 3. A NATIONAL Y—RBCOGN9IZE D 11ESTENG ESB Eire Set—Back LABORATORY SHALL LIST ALL EQUEPMIEN 11 IN GALV GALVANIZED COMPLIANCE WITH ART- 1110!3. GEC, GROUNDING EILECTRODE CONDUCTOR 4. CIRCUITS OVER 250V TO GROUND SHALL* GND GROUND COMPLY WITH ART. 250.97. 250_92(B) HHDG HOOT DIPPED GALVANIZED 5. DC CONDUCTORS EITHER DO NOT ENTER CURRENT BUILDING OR ARE RUNI IN METALLIC RACEWAYS OR . Deep CURRENT AT MAX POWER ENCLOSURES TO THE FIRST ACCESSIBLE DC Ise SHORT CIRCUIT CURRENT DISCONNECTING MEANS PER ART. 690.31(E). kVA KILOVOLT AMPERE 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN ti kW- K[LOWATT RELIEF AT ALL ENTRY INTO BODES AS REQUIRED BY LBW LOAD BEARING BAWL UL LISTING. MIN MINIMUM 7. MODULE FRAMES SHALL BE GROUNDED AT THE (N) NEW UL-LISTED LOCATION PROVIDED BY THE NEUT NEUTRAL MANUFACTURER HOSING UL LISTED GROUNDING NTIS NOT TO SCALE - HARDWARE. IOC ON CENTER 8. MODULE FRAME% RAIL, AND POSTS SHALL BE PL' PROPERTY LINE BONDED WITH EQUIPMENT GROUND CONDUCTORS _ POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCHH SCHEDULE _ SS STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY v VOLT - p. Vmp VOLTAGE AT MAX POWER ��V l II �1PINDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3Ra RAINTIGHHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN STRUCTURAL VIEWS PVS UPWET CALCULATIONS LICENSE GEIIVICML NOTES Pv6 THREE LINE DIAGRAM GEN #168572 1. THIS SYSTEM IS GRID—INITERIIED VIA A Cutsheets Attached ELEC 1136 MR UL—LISTED POWER—CONDITIONING INVERTER- 2. THUS SYSTEM HAS NO BATTERIES, NO UPS: 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. _ 4_ ALL WORK TO, BE DONE TO THE 8THH EDITION MODULE GROUNDING METHOD: ZEP SOLAR OF THE MA STATE BUILDING CODE 5. ALL ELECTRICAL WORK SHHAI- ' �MPLY WITH I� BY DATE COMMENTS AHIJ:. Barnstable 5. 2014 NATIONAL ELECTRIC CODE`,G'NCLUDING REvrA 11M PwTE. CaKMEUs MIASSACHIUSETTS AMENDMENTS, UTILITY NSTAR Electric (Cambridge Electric Light) � � � � ,• , , ffOMNEM B-026457 00 ° D�6i1R IEIE N� 9H'A6�NGG4 BE MS® aHuta m amrO a¢� L�A�� n ���o� �A��� ��so���C� g SolarCit Y.KOR SKML Dr BE DOS IN WHME De� t T e C 1511 WARWIICK WAY 10.2 KW PV ARRAYPMTWM�r 0IIM a�E IIK U,9 CE6�IIl ERVIILLE 6M�A 02632 DRGANQ16II01�ffXaEP�If DMA 6:DlaVff�T[aN;VDU >IIK SNE MD�OF BE IAN SOLAR CS6P-255Pk 24 St�D��z.MR 1iu SOLMCRY M O MEEK gat Mff RE wMuMeA Mrs Sim � DAM �_IssaD�����ea�ssoe�o� amx nogerters ����2 � C� � ����� PV 11 8/18/2014 (eagp- -�^r 4rs�24ssD 4F FF 9 A , ' � 9 B d , PTP I I A 9 adcAr • PROPER PLAN YI = �. 0 2w 4W RMM Gym Dam CWIMM auvsnn WTBE uS FM W HAYDEN, JUU1E E HAYDEN RESIDENCE Ldta Noyaga��M ee SQla'r �t �UF e coax NCR WALL ff M O w OR 151 ARWICK WAY 1 Q.2 EEC C�� ARRAY F'Or TO a W ru�tp [�oc�� Type ORUMMM UMPT IN CM4W,M WW CENTERVILL, , IAA 02632 7-4 S Kwtb DrN%mft Z urn rm WE SUE MD UM OF WE REWECME P4O � �� SQL �S&�-2 � a o�� M)me-las sram mAG rmMUMPEURSM OF somuff INC5d'��2 � 55 R 2 2��4 em-ML-m m)fe Inverters PROPERTY PLAN f /' PITCH:25 ARRAY PITCH--25 _mPIl AZIMUTH:234 ARRAY A2IMUTHL 234 MATMAD:Camp Shingle STORY:2 Storties PITCH:25 ARRAY PITCH:25 MP2 AZIMUTH:234 ARRAY AZIMUTH-234 MATERIAL Camnp,Slh n& STORY:2 Stories F0 AC - . LEGEND ui (E) UTILITY METER' & WARNING LABEL ty ILr�� INVERTER fit/ INTEGRATE. DC DISCO EC ® & WARNING LABELS P2 DEC DISCONNECT & WARNING LABELS MpiEEI AC DISCONNECT & WARNING (LABELS e U Front, t' G DC JUNCTION/COMBINER BOX & LABELS no DISTRIBUTION( PANEL & LABELS U LOAD CENTER & WARNING LABELS (E) ®e2IlVAY - m D?EIICCATEI) PV SYSTEM METER " . T• DOFF LOCATIONS d m�� �:',����� .� � 4 . �� N , 5� S CO DUIT RUN ON EXTERIOR ®GWIC�C CONDUIT RUN ON INTERIOR AL GATE/FENCE Q I{EATi PRODUCING VENTS ARE REDS STAMPED & SIGNED �''eo INTERIOR EQUIPMENT IS DASHED FOR STRUCTURAL ONLY — Digitally signed by Andrew White SITE PLAN _ �• Date:20114,08,119110:53:34-@4°00° SeaCe: Iff = V ® Il° 81 ll6° COmrc�SUM roar BE USED FOR:7ffdita Na am waff w =m um"G SfSMk HAYDEN,EiAYDLN �lU�I� L HAYDEN�IAl���l RESIDENCE Yak t� KW ff BE 04 MOLE OR ua Camp Mount Type C 151 WARWICK GRAY 10.2 KW PV ARRAY Q PmT TO®6H�mUPt5W1E BE R�� Ill. ORe MK�K aN wme� maouu�s� CENTERVII�, MA 02632 �SME AND u�OF nm<1131W tlE 40 CANAD)IAN SOLAR CS6P'-255PX 2+s uMkrffimWgk�oW x �u SOLARQ7m'G&G&1�1�i t IE�IT Mfr CIE WRFM KvamR PAZ NIIYW� 9N&&L R� Deep 4 C�1 ��638—IMS MISSION OF souaRama M. Multiple Inverters 5U�42�� 55 SIlfE REAM PV 3 8/118/20l4. Delis)-�-W Q765--ZM) .--dd �-- (E) 2x si si ! (E) LBW (E) IBW SIDE VIEW OF MP1 wS SIDE VIi �'i E OF MP2 NT5 MP1 X SPACING X QANTI EVER `6-SPACING Y-CANTRE4M NOTES IMP'2 Ze spAc .G x-cLUffiIiL�vER y-gpAaNG Y-c6+►, iLEVm NOTES LANDSWE 6C 247 STAGS LANDSCAPE 6V 2C STAGGERED PORtTRMT 4W 19- $ f6�®� ROOF AZII 234 PITCH 25 STfTt2IIt�: � PORTIfAIT 4R" 11 gm LZAETEtt A EBAX AZII 234 MICH 25 m�6 �C ROOF AZF 234 P tTCH 25 2x6 016`!OC Camp Shingte RAFTER � @ ARRAY�I 234 PITCH 25 STORIES: 2 Ci. 2X6 @16" QC Camp Shingle PV MODULE 511C BOLT WITH LOCK INSTALLATION ORDER & FENDED WASHERS LOCATE RAFTER, PAAREf MOLL ZEP LEVELING FOOT LOCATION,: AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. `4) C(2) L PILOT HOLE WITH ZEP COMP MOUNT C FPZOLIYURETHANE SEALANT. r�rW, oC` fF�4 ZEP FLASHING C . (3} 1:3) INSERT FLASHING. VrxlhS'M s V STRF X 0 (E) COMP. SHINGLE 4 PLACE MOUNIT � , (E) ROOF DECKING (2) u 5 INSTALL LAG BOLT WITH a 5/16 DIA STAINLESS (5) I SEALING WASHER- STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH STAMPED & SIGNED WITH SEALING WASHER C(6 BOLT & WASHERS. ONLY m FOR STRUCTURAL N (2-1 2 EMBED MIN (E) RAFTER ���►�DOSE - SeaCe: Il Il�2m= Il° Pfaff �—UE QVM/6MN IBM im Jg-026457 00 °� W ��NOL BE u®FM U HAYDEN JUIJE E HAYDEN EN RESIDENCE Lc>Iu�� N®yc�gac�o � aL E IN OR 0 `mac 151 ARVACK WAY 10.2 K PV ARRAY Comn .6m, Type C �'iv%SollarCity. PWF TO O�TW MODM CENTi ERVILLE EGA 02632 OKGII mlloK UMP4 IN CONNEL"ICM MM s 24 SL MbrrETm mp^awn z%a 111 UE SME AM USE OF Uff REM ME 40 CANADIAN SOLAR # CS6P-255PX PAM Rues um- m "mm a�UE WOM 5084281155 STRUCTURAL MEWS PV 4 8/18/201�4 C�����40j�� � Multiple Inverters U PIL.IIf 11 11 \..A11.CU ILA` TIT S _ ' _ J SEE SEPARATE PACKET FOR STRUCTURAL CALCULAMNS. M1 MaoBMK—M M HMW immm �� eMM mats o mr� Dam CWMW NOT BE u®FM HAYDEN, JDLIE E HAYDEN RESIDENCE O ito NoyaLgam NCR MUL 6G m�IN SMMMOR� Y Comp s� 151 ARWIICK WAY 10�.2 KW PV ARRAY � ��SolarCity PAU TO m'tBM o�W FECWMr�`S Comp Mount hype � W"WATl `maw M MWMON WM CENTERVILILE, IAA 02632 m St-u tk sa U� IW w MD of TM 4D CANADIAN SOLAR CS61P-255PX ���� sana�W��� x�urn�o WF UE a sou �� zib �a am OF s INC Multiple f�tvea�eQs 50��2�1155 11PL� CA��D�ATIIONS IP'@C 5 8/��/2��� C sm z )s�°� — GROUND SPECS M6+oM PANEL SPECS GENBtAL NOTES MN M—nR SEA MODULE SPA EFL BOND) (N) J6 EEC M 1W (N) GROUND PCrd 16M Inv 1: DC Un owded c� -�2s-aD -(40) MIAN S�1� Qom'-2556 X �U jEW572 WDS Alf PANEL� IRREVERSHU Me€w M mber 4 S7532 Inv 2: QC @Pmgeoc�rded I fc�� M V . D o�ZBL� P�!R�adh�f� 2�23��P M BCacfc Fcaae� M04 � Bma6f� Ell-EC 11136 ICiI� UnduTowd Same a Em�Ie eICVfi 0 2 (I��3aaaWo F��,� r ® ad Z&A� �loG 37 4 3D 2 INV 3 fsc AND Imp ARE SHOWN IN THE DC STRINGS®EDIFIER (E 125A MAIN SERVICE PANEL El lQQA/2P MAIN CIRCUIT BREAKER Invert, I SOILEiRE�CARD BRXAM7r (E) WIRING Er,UTLER41A dER METER (I�� I25A � Cenfe TOOA/2P • Dbo mnecf . 6 SOLAREDGE 5'E6QQQA-US-ZIP-U (! LOADS N$ ° �_ 35A/2P Solal�t t5GA/ mi -- �'JAw cavm --- V -�/ �*ur— ° ° ° rw Inverter 2 w jEWGEC - -n ° a SOLAREDGE u ° ° u SE3QQOA-US-ZIP-U ° o u e 2OA/2P 0 ° ° TID'020/24t1V tl tl ° � 1 m $ 3 ° SKME PHASE « MC* GM Dr IUIlL1f111CSERV[1!3r tl ° -- nsim�spa�v�aunmrr$�Vj-------- ul ° tl PHOTO VOLTAIC SYSTDA EQUIPPED TdlH RAPID SH WIDOWN, Vac's = MAX VOC AT MIN 1fI`MP �( Q��e�nm�x—eu� e� err BA E�)' — a €acra2c�� (I) S�rG aumernorn emx, DC �i• Bra 50A 2 .2 Spaces of 60Ao Y4aYa�N.-F.ibE'e:NEM 3RAC S�GS,WtUs1 �R EIS -(2)Q=d[lock 5/Er z C Capper -(T)FkYTNFR DGt �I�+ [ s6 0-I EHTA (40)SaNARE0t� NAW(I) General PV PaasBox ZW 4 DC fo )�C @I2a/24aV.NEMA 3R Saacluaed Modtocfng Syfm -(0 8R235 n (I)Aw-is Said Race Capps Mwkec; 35A V 2 Spaces Rock 5/Er z If Capp (tl)C@IRUER BR22jD 20A 2 Spaces (N) ARRAY GROUND PER 630.47(D). NOTE PR E7C4PZIOIYI N41. 20 AQMQIYAE ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION-OF(E) ELECTRODE (I)AWG A THO-Z Bork I)AWG EIS THWN--Z Bb* (I)AWG A UM-Z M=k Vo& 5W VDC Tsc =30 ARC (2)AWC ft0.PV NM Black Vc& -50D VX Lse =15 dD (I)AWS fB.TEW 2.Eked (I)AWG ik TEIYIkD-Z Red E CIF 11 -(I)AWG P.D M'-2.Red �dmp � VDC Lend=20-14 ARC I II Ism-(i)AwG is,Sa*Bore Copper Elm � -� VDC hrp=T0.47 ADC I� �1 �L `J fc�l.. �J II�®II (I)AWC j%TEIWE�E-Z Wt�fEe NWIRAL =240 VAC Imp=375 AAC (I)AWG ft%TE'E lf-Z Whit NWIRAL =24.0,VAC limp=25 AAC _�9 AWG�tOr ifENl�2,.f'teet°._Ems... .-(�)Eutr�fi[ft�_�C���T__.-..... A.?EiYl�t-2g(> o-- /f -(�) .EfR�..3/_4' .......... .......-Q� a9G .?ElBd 2 c .. EQe/c[5�-(u) m,[Q LQIti_Tr 4•Etd4._. ._..._. (IJAWG ftQ.RW4-Z Bmek �l =WD Vm Ise =15 ARe � (2}AWG gin,PV WT.Muck Vc& 500 rse 15 ADC (I AWG it%TEiY1SC 2.Black (I)AWG#I%TEfBd�6-2.Red Vmp =350 VM aTtp=&63 ADC �F J t�(t)AWG j% Sa6d Bze Capper ECG Vnip, 35D VX Imgt 10.07 ARC (I)AWG EVER TtfWl-2<R� E I)A8IG#[0 lf�E- 6 _.BE;c -(V)E aC _3/4E__._. _.__.. v - (I)AWG ft%TE{N�U-Z Wtdbe 681FRAL V-P =240 VAC Imp=T25 AAC .-. (i�AWG#50;PV WRE,� Vee _5a® V`Lse 15 ADC pr(I)AWG#i.SaW Baca Capper EEC ? =350 VM Imp SM ADC ��Illl_-- --__.__...___.-.--...___--___.._...._----._...__._..____..... F2rUfBEN I1AtL-TEfE k�41RIlAT[�f E�fE1N dEe E —�2 E�tm�offat OESQ�IIOlt OFst;E \�`R e CF&IRMM SOU NIDTi BE�RR THE HAYDEN JULIE E HAYDEN RESIDENCE YQg `- t E OF AfWZONE EMT'SON AMW Wa, Ha1ELElfG SYS�it �aI��O I�IO aLGe ��'4 MR SML IL BE MSCLOSED IN 11 OR IN Comp Mount Type C 151 WARWIICK WAY 10.2 KW PV ARRAY PAU TD onM WFWE THE F EEIPIIHH�LT'S r CENTi ERIA LILE A 02632 ORr.Q AI EXCEPT IN COEMEMON Wtl R v Tt1E SANE AEID tJ� TH Off E REMMVE (40) N;ANADIAN�N SOLAR CS6P-255PX � RW- UM zs S€if MR II IVA MrR SOIARG�IYr E4@>rmm.WIW wr THE WI ITM PAW NAIL T:(6W)63EI-t= F(66a)63&-f= IMSEN CF S0NARCEW WC. M�' Nip Ne Inverters 5,08£281155 THREE LINE DIAGRAM PV 6 8/18/20114 QW]�—M-QW P65,24M) So!larCRY S!leeikMountTm Comp SolarCity S!le&MountTm - Comp The Sol'arcity SCeeCcL\tlaurut hardware solution m lbtiCeaes pep Saar h2rrl carer and�D�t7�Biistedl .� "� °„ installation Instructions Is optimized to achieve su.perjor strength and! �.Cornpatabte' "modules �� aesthetics,white rninfrntzingl roof disruption and ' ® Drift Pilot hate of Proper Diameter for e Interlock and gamurodrng dem€ces in system,UL Fastener Sine Per Pt�Section A_t_�2 tab6r.The el:irnination of visible raill ends and Nsted to UL 270 � "' mounting cf i,ps,combined)with the addition 0 Seal pilot haste with roofing sealant of array tarn and a Power profile all)contribute !tntedock and Ground Zep EEL bursted to UL 117� ✓` to a more visual)y appealing system,.SleeWount as °�aouredieag and�oredt Iierrum a` Q insert comp Mount tlastting urtrdler upper utilizes ZepCorn atiblle7eA1 modules with � 1 � layer of shingle ' p Ground pep u�and�R�istea9 to aC0_�867 as strengthened frames that attach directly to grounding device Q Place Camp Mount centered Zep Solar standoffs',effectively/eliminating the need for rail and reducing the number of Painted grahanazed waterproof Eyeing upon Hashing standoffs required.to addiif on,;composition .Anodized components s for corrmsimn resistance Install lad pursuant.to KDS Section 11_11.3 shingles;are not required to be cut for this with seating wrdsheo system,aff Ing;for rninirmall roof disturbance.. `Applic aMe for vent spamEng functions Secure Meting Foot to the Comp Mount using machine Screw Place module Components Q SF116-Machine Screen Leveling Foot m QLag Screw 0 Camp Mount Q Comp Mount Flashing m i CpIMgYj_ �LSoh' i� 2 0a. coll]m Darnuary ®13 ® .Danwary2Dl3 l e CS6P-235/240/245/250/255PX � ir. CanadianSolar Black-framed Electrical Data .,,,. STC CW8 DSP cs8F-24.OP•.MP-245,R CWF-MOP GWP-255W Temperature Characteristics .,< Naminal Mew,um.Power(Finax), 235W.,F 24.11W 245WI 250.W MW» b "' �, Q timumQ operating.Volta a Vm, MEW 299V' 30.OV7 30'.tV% 3A:2V' Pmax- Q,,4.14b/Pc z 1ce. >, Qpti'mumQperatihg,Gurcent(Imfi)� T.90A. &0.3A B..LTA &3AA. 8.43ALTemperatureGae .... Voc -OL34.%rC ff'i nkk_,w3 - '.;. Open:4lrcuitvaltag"e(�L¢c:), 36.gV•» 3TW' 3T.tV' 3T2V' 3Aw T4V 1 0.06516M,Snor.L QrcuitCurren.t(1sc); 8.46A ILSgA 8:T4A ffiBTrA. 9.00A a4Qperating,callJ'arnpetatur 451-2`C: v. »�:; � 0 • t ModuleEtTciency 14.61% 14.92% i5.23.1c 45.54% 15.H5% Qperatingremperature _aa°c-+H: Performance at Low Irradiance M.aximumSystem,VtrJtage 1-000,Vi 1EC;/600V/'UC, Industryl'eading performance,at low,irradiation ` . Maximum.Sedes,Fuse.Ra6ng. t5A environment„+95.51%madnleefficiancyfirom:an ApplieationClassification; C1assA irradianteof t000,w/,m'ta2Q0,w[�mz Next Generation Solar Module Power Tol ere nce I 0-e5w UnderStandardTest.Cor,di[ivns(ST,C);of:tnadiartce:cE 1 QOaWIm'„spectrum AM,1.5 and'cell)temparatureof 25'C lyewEdge,,the next generafion module designed for multiple Engineering Drawings NOCT -CS.BF-235P CS6P-24.OR CS6P-24.SF.CSSP-75QF CSfiF-255PX� types of mounting systems,offers customers the added: Nam.inal!Maximum:Power:(Parax), 1!70,W 174W' tTB.W..' tBtW tBS.W' _ value of minimal system costs,,aesthetic seamless Optim.um:operating Voltage(Vmp), 27,'.2-V/ Z7,,,.3V- 27'.4Vi 27'.5V' ZT V' appearance.;auto graundingand theft resistance. Op..bmumQperatingCurreritpmiz}:. - 6.2TA 6.311A 6ASA 6. W e.T1A IIII IIIIIII open Circuit Val tage(Vac),, 33.9V 34.0V' UAV 34.2V 34'.4V - IIII IIIIIII The black-framed:CS&P-PXi:sarobust60cetl!sotarmodul:e Short Circuit Current(Vm) 6.116A 6-96A TGRA 7.1.9A, T.29A IIII II II II incorporating,the groundbreaking Z'ep:compatible.frame;.. Unde rnarmal operating call:Tem4mrawn3;Irradiance cr aao,Mm,%apactrumAM,1.s am Wen ttemperaturezar., I IIII III The.spe.ciallydesigned frame,allows for rail-free fast win l installation with the Industry`s mast reti:able groun.din.g; Meechch anical Data IIII IIIIIII system-The module uses high efflcien.cy poly-crystalline cell Type Par crlstaltine 156x 1:56mm.2 nr 3 ausrars IIII II Key Features silicon cells laminated with a white..back sheetand framed callAnangement 60(6x111) IIII IIIIIII with black anadi2:ed aluminum.The.black-framed GSGP-PX Dimensions 163ax982 x40mm{6a 5x3e.Tx l.Srin) I I I(I II • Quick and easyto Install. - dramatically is the perfect choice for customers who are laokingforahigh, Weight 20,.5kg(45.21es): reduces installation time quality.aesthetic module with!lowest system cost. FinatCaver 3.2mmS,emperedglass ill 117HU Frame Material! Anodizedal:uminium:allay II I • Lower system costs, - can cut rooftop d-aox IPGSSdiades J�.� _ Installation costs in half Best Quality - Cattle 4mm:(IEC)/1.2AWG(U.L),.t000mm • 235 quality control points in module production. Cnnnecinrs Mca or MC4 Comparable • Aestheticseamlessappearance - low profite • EL screen Ingtoeliminate prod uctdefects Standard Packaging(MaauresperFaller) 24pcs with auto,leveling and alignment • Curren.tbi,nni:ng to improve system performance Module Pi:ecespercontainer(4(I�fl..Cuntaibe.r), 672pcs(4:0'ELQ) • Accredited Salt mist resistant Built-in hyper-bandedgroundin.gsystem ifirs I-V CUrV@S(CS6P-255PX) it mounted, Sgrounded Best Warranty Insurance _ • Theft resistant hardware • 25 years worldwide coverage l a e e • 100°lb warranty term coverage sec ftnA-A � • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights T If and grounding system • Non-cancellablemme• Idiatecovera es'i " r ;, a • Industry first comprehensive warranty insurance by 9 „ AM Best rated'leading insurance companies,in the Insured by3•world top:insurance companieswarld Comprehensive Certificates • Industry leading plus only power tolerance_0- 51N! • IEG 61215,IEG 61730, IEC61701 EQ2,UL1703,. • Backward compatibility with all standard'rooftop and CEC Listed,,CE and MGS ground mounting systems • ISO9001.2008:.Quality,Management System I.SOITS1i69.49.2009.The automotive quality SpecificatianSincludedin.thisdatasheetame biAd,tachange:wiumu[prfrncti'ce. • Backed By Our New 10125 Linear Power Warranty management system Plus our added 25 year insurance coverage - 1S014001--2004,Standards for Environmental About Canadian Solar management system. Canadian Solar Inc-is one of thee wartd''s largest solar Canadian Solar was founded in Canada in MA and was taass. . QC080000'H'SPM:The Certification for companies. As a leading vertically-Ln:tegrated successfully listed on NASDAQ Exchange (symbol:: CSIQ). in S Added Val ueFrornyV HaEa[d.nuSSubstan.eesRegul:atians manufacturer afingats',wafers,cells,solarmodulesand November 2006. Canadian Solar has module manufacturing, 90Yn arranty solar systems,. Canadian Solar delivers solar power capacity of2.OSGW and call manufacturing.capacity.of1AGW. • QFISAS 18001._2007 international standards for products of uncompromising quality, to wartdwide sax i occupational health:and safety customers. Canadian Solar`s world class team of ate, professionals works eiosely with our customers to REACH Compliance i prnvidethemwithsnlutiansforallaheirsolarneeds- '� + x -10 year product warranty,on materials and workmanship �®E A-,.$ l v� °r*' x x� : 25year linear pow:e.routput warranty � r� www.canadiansolar.com x,4.,y7s',a . ea-R�„ta_enco�[renro zatacanadlm..�er.iem "s }.�; x solar=oc [J solar 00 SelarEdge Power optimizer ^11 Madute dtdd-@au for Mecrtt6u America p P300/ P350 I K00 SolarEdge Power Optimizer - p 1400 11350 P4010 Modurlle Add-On For North America (iorfim¢eWm (,farr7/z—mpv (fnr4Ned1IPt0 madmf-P =Jfu es>) mad'unmlll C INPUT P300P350 P400 ftaie 1 In .mrlF¢wedn � O pur ,A'6�IUL�IkTaxfmurminfn-t---tag-------¢a3------c-ttanp�r�'+ 1) 4.ffi fim SLb Vfi¢ MRP$QpelaLn�Ran�,-__ >£-4R _ fi4D !$-8m Vdk - ------- _._..._.._•.....__..._.. .... . _- _ RAaxrmunn 5haritmiaurt Cuna(Lydi 'tm . Inrnkf1 �'tl2nrmulm 411CInpuGeu+'reit4 71Z� ! 1" - i Rdaxamwnn Efl%menm// - 4--- .,...,. .. . 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Q� _, a - '` IhpuIIlConneetmr _ ---. _MffG/-----hwoEUTy�----------------- _._... - - ...._.. ---•-- . OutputwmzTyp�/,r�iannectmr •----_..........,_..__Qau.. ...... ltmp-----------1. . OutputtVr[iretlargtln ...__Qt2 .m 6. .4 _._. r L r __ . • - - \ _�iulanng;T�nperffiure HOng� -4- «88/-4m:a-85 ._-_-__-_•.-- _. ..... - . - Rrate¢aoniRffirr� - IP6;a//NH&1R4 • Wurrtidityi m-T(lm _..... ____ _ .-.,_-__.-__.._._. ....__._._ _.._---.__---_.-.._.__.........._._..__._._--•-..--__..--_._.._._---...__-..__-____---.- . °IIWuli9Lbxii°tuPtln�ma4JL N11vhJL•aPiwhn_:vWrrumaYtlbanztllmvui. PV'SILSTEIVII DESK:N'USINGASQflAREOQE THREE PHASE THR�EEPH .E . - INVERQER - - SIN'GllE PHASE2D&V 4Rav . P'V power optimization at-the modUfe4evel a - Su per iareffieien¢yr(19�.5;%�� - •_-RI-_nd-ea_r_-xxa-ii-il-rpa-1u-1•5r mLn Snrgm<sn�g;LDerrffrg eSprinMeGnrtFiaU weenrgjQt pLmmiQ�nnesn))tatiixns _ ------_ _-_-' -�---..r-N.. ---_._g UntoZW&more energy! 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OroundFEault lsalatuan Detecnarn 6rlQkrt.Sens,UvitYi - _--_' MeximumivevtLrEffraeacg _____ _ _--------------___________________________4_8_Z____ � I4 38 , I �47�SCEWei Effven � 9T5 48 WKS C _________ -___- s�Z4 _-__ ______________ _ - -_{__-__----_--__..._-°_/m_' -_-__ e,RanerCansumptian <4 W/g ADDIMONAL FEATURES. . •.,_... _ •1.:. SuApartedCammurriarnlnfetfaees F4&S.R $EtBreLRteL.Lgffee(fnp6orraljl ;u�[trade fT M ANSI CPZ11 apttanall 6 STANDARD COMPLEANCE .. Safety U IZ 1,ULtfi39.�ll 1 _--__. 4 CSA.ZZ.B----------------•----•••••••.__•__ - On- ----e-----Standards ------ -------- ----�'4---- --------------------•----•----------•---------- ---------- - 3 � Emisstmns, FCC parti,5 d'ass 8. 6NSTALLLATiou spEaFtcmaus output 15 nd2 size/r ALIN v Range 3/4 mrm...../�Z4-G AW.G .... mrmmum/43...... OC.nputcondwtsae//*afstn-ngs// 3/Qt rtumtttium//t ZstRi;rtgs/24-6 aYRGO 3/,4•m,mm.�umi//1 Zstnngs/,n4-E AY.uCv " .. Etii�iLG Range - . r, - Dm ensians with AC/DC Safety, 3Jt,S z 7�z 7/r 3C@5 x 1Z'.5 x 7.5; rrt M5xl'71 P.s/'77sx3lSxZEG -_-775z315,ie1T8 - TFsx3LS x1 3i______ ................................... ___________. .. -.. • -: - NZeigrti�ttFnAC/DCSafiNyS+xttdt ....SLZ//A3.Z .•S4'-7//Z4'-_F 88.4•/r4a_L�� ______- thH�._ { C''ao.l,rrg -•----•----•-----•--_Natural,Canvectran _--,___._-Fans((userrepiaeeaEteli _ .............._.............._---_ ._-___--------_----------------.________- _ <� ___.--____..__. s Naise <25, The best choice for SotarEd a enabled systems. -'--•_-_•-_..__•_-•••• ..............................................G ......•---_---•••__--- -• . - ......••••--— .F�..C. Integrated arc fault protection,(Tape 1)for NEC 2011640r_11 compliance _ ^ ----------------------- Superior efficaency(99'YQ, FrvtectanRatng __________________ Fe-mherrago��a�gsW'�m�,raa:sdar. mp o Srnall�Ilightweiglstand!easy to in"[on provided!bracket r�de a i�mrm mangy:,n m n m is a w;�a��, roa�n ar w®sa�-fde,ar Hush in madute-fevell man.itoring E ,n.M#—a —�bm�mer�t w+num trarmwt� rode CAN P/•6L.areellgitile•jthtl mrwia RT,-and m2RT( i—RT t .SEt14 Nj, Enternet connection:through Ethernet or Wireless Outdoor andl[ndber instal[atian y a — Fixed voltage inverter DC/,AC conversion only Pre-assembledl ACJDC Safety Svvitch for faster installatiavn Optional—revenue grade data,ANSI C12-1 USA-GERMANY-ITAILY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERL/•NDS-ISRA€L 1eFSww.solaredge.us W. I _