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0034 QUISSET ROAD
3f�Q�;ss�7- � �... TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel '` T i--;1 ," QTApp,Cication #9 0 Health Division 1 Date`Issued Conservation Division Application Fee t� Planning Dept. • Permit Fee l yZ -0 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village 4 cv, ee Owner --braeAley 1�. a� Icy Address Telephone O$Y C1 n+«v 1 I e M A- oat 3 1- Permit Request r,5�mk1 SD\or- \S bt); a ex r Si L_A l�L'-Apl�eablL c6s c,tteel b-m PE �,� l)tS�s►n �c7 be �r1�crGcrnreG WM\ h�m� �`eG�Cu.I Su S�t.w.. �•D � �W l � n�\5 Square feet: 1 st floor: existing — proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation '*ad,Opp.o 0 Construction Type Lot Size Grandfathered: If yes, attach supporting documentation. Dwelling Type: Single Family 1L Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes' 1�fNo On Old King's Highway: ❑Yes &No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) N/i- Basement Unfinished Area (sq.ft) � Number of Baths: Full: existinng� _ new Half: existing new Number of Bedrooms: N # existing _new Total Room Count (not including baths): existing r new _ First Floor Room Count "— Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other A4 Central Air: ❑-Yes---E1-No Fireplaces: /Es / _ �s�--New 4 Existing wood/coal stove: ❑� o� Detached garage: ❑ existing ❑ new size N�Pool: ❑ existing ❑ new size/vt Barn: ❑ existing ❑ new size6 Attached garage: ❑ existing ❑ new size,shed: ❑ existing ❑ new size Wither: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes D.No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 7�I `3 I b • "7`� - Name \� \,-,C, Ceto. Telephone Number 6�• 31 Address U a Gre, \\%J License # CS I 0 76 d 3 `7y�l�n �cyynlS �lb� cJi� �c� Home Improvement Contractor# Email C°q t-ue.4'sS�-e (E c&Yvv Worker's Compensation # IA 76G b046 a4,5-n2y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO G.Guam p�k, I�Q n 5� I tY\rlts. SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED r` MAP/PARCEL NO. ADDRESS VILLAGE - OWNER DATE OF INSPECTION: FOUNDATION FRAME .y r INSULATION FIREPLACE F ELECTRICAL: ROUGH FINAL-- PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i l?"I%s DATE CLOSED OUT ASSOCIATION PLAN NO. �$oeSolarCity. - 3055 Clearview Way,San Mateo,CA 94402 ' S�lar�eaSe T (888)SOL-CITY F(650)660-6460 SOLARCITY.COM SUMMARY 1 y Date: zu Customer Name and Address jCustomer Name Installation Location Contractor license Bradley J.Bailey 34 Quisset Rd MA HIC 1685721EL-1136M 34 Quisset Rd PO Box 325 Barnstable,MA 02632 Centerville,MA 02632 Estimated Solar Energy Production ' First Year Annual Production: 1,005 kWh Initial Term Total Production: 133,647 kWh Payment Terms Amount Due at Contract Signing: $0 Amount Due when Installation Begins: $0.00 Amount Due hollowing Bldg.Inspection; $0.00 Estimated Price per kWh First Year r $0.2023 Annual Increase: 0.00°� First Year Monthly SolarCtty Bill: $118.08 Lease Term 20 Years i SolarCityr's Promises to You: Your Prepayment and Transfer Choices During the Terrn: • SolarCity will insure,maintain,and repair the System(including . r r f you move, may transfer this agreement to the purchases of the,inverter)at no additional cost to you'as specified in the Home agreement. /� as specked in the agreement /• If you move,you may prepay the remaining payments('If any)at a SolarCity will provide 2417 web-enabled monitoring at no additional discount. cost to you,as specified in the agreement v + SolarCity will provide a money-back production guarantee,as `_ YourChoices at the End of the Initial Term: specified in the agreement. � a``��� . SolarCity will remove the System at no additional cost to you, • SolarCity will warranty your roof against Ie iks,and` rJre-your y roof at the end of the agreement as specified in the agreement. : ' You can upgrade to a new System with the latest solar . The pricing in this Lease is valid for 30 days after 4/4/2015. If technology under a new contract you don't sign this Lease and return it to us on or prior to 30 days. • You may renew your agreement for up to ten(10)years in two(2) after 4/4/2015,SolarCity reserves the right to reject this Lease five(5)year increments. unless you agree to our then current pricing. • Otherwise,the agreement will automatically renew for'en • We are confident that we deliver_excellent value and customer additional one(1)year term at 10%less than the then-current service.AS A RESULT,YOU ARE FREE TO CANCEL ANYTIME `: average rate charged by your local utility. AT NO CHARGE PRIOR TO CONSTRUCTION ON YOUR HOME. SolarLease,version 6.8.3,March 16th,2015 . 671646 0SAPC/SEFA Compliant Document Generated on 4/4/2015:'-', ■ I 22. PRIVACYIPUBLICITY I have read this Lease and the Exhibits in their entirety and I acknowledge that I have received a complete copy of this Lease. You grant SolarCity the right to publicly use,display,share,and advertise the photographic images,Project details,prig and any other non-personally identifying information of your Project Customer's Nam • adley J.Bailey SolarCity shall not knowingly release any personally identifiable ' information about you or any data associating you with the Project location.You may opt-out of these publicity rights by giving us Signature: written notice and mailing it to:SolarCity Corporation,Attention: Publicity Opt Out,3055 Clearview Way,San Mateo,CA 94402. Date: 23. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO Customer's Name: MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS LEASE.SEE EXHIBIT 1.THE ATTACHED Signature: NOTICE OF CANCELLATION FORM,FOR AN EXPLANATION ` OF THIS RIGHT. Date: 24. ADDITIONAL RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS LEASE UNDER SECTIONS 6 AND 23,YOU MAY ALSO o6 5olarCity., CANCEL THIS LEASE AT NO COST AT ANY TIME PRIOR TO ,. , COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. SolarLease 25. arising SOLARCITY APPROVED The pricing in this Lease is valid for 30 days after 414/2015.'if you" , don't sign this Lease and return it to us on or prior to 30 days after 4/412015,SolarCity reserves the right to reject this Lease un�s Signature: you agree to our then current pricing." - F LYNOON RIVE,CEO SolarLease , saiarc" Date: 414/2015 SolarLease,version 6.8.3,March 16th,2015 671646 UPCAFFA rmmnlinnt SolarCity OWNER AUTHORIZATION Joh ID: Location: •3 4 Qu I55ef O' aCrn5 02 as Owner of the subject property hereby authorize SolarCity Caro—HIC 1685721 MA Lic 1136 MR to act on my behalf., in all matters relative work authorized by this building perinit application and signed eontrac r , S' at a of Owner: Date: r 01 .J" Fi.`. SOLARCITY.COIt1 A.'<:..: ..r.:;, ..=a:'M:'•t ;.�i:,7.•. i' W. .,• a,.a:.•: t1:rlW: .:.•.t=,,.'I''.iia ioo.:,r:.s..:L•,�:.I L• i "r'ir.:;,. ,:. ^f:L B.?*•:'.. AM1:-..:=e"�it>': lI, ( lltt //�'Ilf?I7. �12 f �A.�6f"!.!1'r llJ!`fIlei Office ol'C.onsumer Affairs and Business R la � n cgu t o 4 y 10 Park Plaza Suite'5170 Boston, Massachusetts 02116 ..Flome Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration; 3/6/2017 CRAIG ELLS 3055 CLEARVIEW WAY SAN MATEO, CA 94402 ltpdote Address and return card:%Iark reason for change. Address Renewal Employment Lost Card r /�. P+iiW Mrt•�s�r.r/!� t� 1t/.eA�tt/�s�fj ; } Otttce nt Consumer Affairs&Business k ladian �i � License or vela!for individ�il use only y`{� ' ql ,, HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: t! ' Ofte of Consumer affairs and Business Regulation Registration: 168572 Typo: 10 Park l lam-Suite 5170 Expiration: 316t2017 Supplement Card Boston.NIA 02116 SOLAR CITY CORPORATION CRAIG ELLS {"t 24 ST MARTIN STREET BLD 2UN1 ITAAALBOROUGH.MA 01752 Undersecretary Not valid without signature - R�S "�1.+n�at i�IrHtrpl �lt:ir i .,�.�� •�.rti! • y•1i��rt • - • .. , 3tt,t�1 of dotmi#tq Ott ixw,�pipaa i,.t'5t tta i iter , CS-107663 CRAIG ELIS 206 BAKER SrUN.T Kccne NH 03431 - .2 � �: t • is Office of Consumer Affairs nd Business Regulation 10 Park Plaza` Suite 5170 Boston Massachusetts 02116 Home ImprovementXontractor Registration • Registration: 168572 -Type: Supplement Card SOLAR CITY CORPORATION ' f t Expiration: 3i812017 CHERYL GRUENSTERN 24 ST MARTIN STREET BLD 2UNIT>11 - MARLBOROUGH, MA 01752 ,, x � Update Address and return card.Mark reason for change. SCA 1 s 20M-05m _ Address Renewal Employment !-' Lost Card o frice of Consumer Affairs&Business Regulation License or registration valid for individul use only w '¢ expiration date. If found return to: 1 WE IMPROVEMENT CONTRACTOR before the Office of Consumer Affairs and Business Regulation ,,,*./Registration` 16: 572 Type: 10 Park Plaza=Suite r=` Expiration 3/8/2017 Supplement Card 5170 PP Boston,MA 02116 •_ _ - - SOLAR CITY CORPORATION' CHERYL.,GRUENSTERN 3055 CLEARVIEW WAY'' t - ----------- =�—SAN MATED,CA 94402 Undersecretary Not valid without signature The.. ._ Comm onwealth o M a .f ass chuseft Department of 1ndkWHdAcciden& 1 Congress Street,Suite 100 Boston,MA 02114-2017 a www massgov/dia Workers'Compensation insurance Affidavit:Handers/Contenders/Flectri&nwPlumbers. TO BE FILED WrrH THE PMtlV FrMNO AUTHORITY. informatio Please Edat Leelbiv Name(Businessiorgnnirationandividua!): SolarCily Corporation Address: 3055 Clearvsew Way City/statelzip: San Mateo;CA 94402 Phan Y: 888-765-2489 Are van an emr7 Cdetk the arpr oprtate hnc: Type of project(rapir•ed). LM lam a wiployer with 9000 a nr1oycc,troll and/or parWima).• .7. ❑blow construction I am a sole pmprietoror partnership and have no employees working For the in 8. Remodeling any capacity.[No workers'comp:insurance required.] ❑ Iromeu .ruing aU work myseir No wG&OW c , 9. ❑Dernolition { cm*.insuranceregaircd.] 4.Q I a n a hmneowner and wit!be hiriea Mti.etcrs ro conduct a1!work on key fig-sty- i sill 10❑Buildi ng aM—,uon ensure the!all conhactort tinier have workat'mmpeautiun imumnce or are sole l!.❑Electrical repairs tie additions P��uritlt no 12.Q Plumbing repairs or additions 50 l turn a general contractor and I havo hired ibc suU-eoraractors listed on the ahached sheet- Thcsosub s�rttr�tms have=0%,ss and hVe worlmm'"mT.iastumml i 3.QRoof rVairs 6.[:J We att a corporation and its orfieen have a muted tltar right of eacmptior per MGL c. 14,❑X Othec solar bane s 152.E 1(4j and we bavo no employee,[No workers`cmnp•insurance tequhrAl 'Any appliceon Iluat clocks boot ter must also fill out the sodion below showing then workers'eoapawlion oicy inrormmiG& H4MUMMMS who soW*tlrb atrrdavit h%lnWUUM tlw7 arc doing all work and then hire outside coatractms must Submit a now affidavit indtcadna sack. lContractom d►at check this lox mast anaelmd on additional dLm stowing tbo name oribe sub-conumciors and state whether or not those teethes Lave emple"n. If the sub-coahaztort have employees,they nM provide:their Workers'comp•policy nwnber. I am an emplew that is propwAg workers'compensation invarasce for my employees Sdow is Aepolley andJob she (rrjormation. - lnsurance Company Name: Libe Mutual Insurance Company Policy h or Self-ills.i.ie.#: WA766DO66265024. Expiration gate 9I01/2015 kola Site Aildrese• 34 Quisset Road Centerville,MA 02632 ity!StatJ��p; Attach a copy of the workers'coragetssatbu policy declaration Page(showing the policy number and expiration date). Faihue to recur-e eovtutago as required under MGL c. 152,§25A is a criminal violation punisbable by a fine up to$1,51010Afl and/or one year itvptisownent,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$2.50.00 a . day against the violator.A c of this statenunt be forwarded t copy �Y o the Office of]nvostigations of the I)iA for insurancb coverage vezification. I do kereby c"fy tanAw t'ho mains asrd peuuJkes ofperjury that the iafartnadosprtivided abort'is b'ut:and correxL Signature: / -� � Date:' May 7,2015 P one#• 781.-816-7489 Offie l asp only. Do not write in this area,to he completed by city or town offlcivL City or Town: i'ermit/Licegsc# Issuing Authority(drde one): I.Board of Health Z.Building Departrgegt 3,City/Town Clerk 4.Electrical Inspector 5.gibing Inspector 6.Other Contact person: Phone#: y CERTIFICATE OF LIABILITY INSURANCE `""" "' THIS CERTIFICATE 13 133UED AS A NATTER OP WORMATION ONLY AND COMERS NO MGM UPON THE CERI WATE HOLDER.TIflS CFRIIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMM. EX7PAIp OR ALTER THE COVERAGE AFFORDED I3Y TWE POLICIES 9ELOW. it to CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE NINANG iNSURM(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE BOLDER. INSTANT: If tho cWdfkab hoMw is an AIDURK)NAL INSURED,the PofiaY(bQ must be alndwwd if SUBROGATION iS WAIVED,stilbled to the tta>;ra and concildium OF the powy,cortatat po!icNe nay require an endorsement. A aka6amat#an @ds eerh1 atta doaaa not confer rights to the owlif elmr ha*dar In Neu of such crmlww norgp MAM Rom(&INSURANCE EERVICIM NAME 345 C4 FORMA STREET;WM 13N Pl1 a AA CALF0FKA NO.0437153 - - . SAN FWXCMCO CA 94104 �A 1Gt..... AC NAIC0 • 1-57HDlf-i4"15. A:L�ttYAl�fFwtrtsa�aoeCoany 1�86 (ri5�9635100. IaBtfRISRB: COEp0I8f100 04 3056CWay " moo, WA -SanUft CA 944Q1 00SURER e- lX3UR a F COVERAGES CERTIFICATE NUMBER: $FA4IM44W&M REVISION NUMBERA THIS IS TO CERTWY THAT THE POLK�IES OF INSURANCE LISTED BELOW HAVE OEM ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD aINDICATED. NOTiNk NSTANUM ANY REQUIREMENT TERMOR CONDITION OF ANY CONTRACT OR OTHER DOCU11ENT WfiH RESPECT TO VMCH THIS R'ITFICAITE MAY iE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIf4 IS SLIBNECT TO ALL THE TERMS, EKCLUSLONS AND CONDITIONS OF SUCH POLICIES.LiMtTS SHOV*4 MAY RAVE BMN REDUCED BY PAW CLAMS. oLTm w TYCE of INSURI ymPmJClf an PoLwymummm EFF POLICY In= A aENRaL tumnY EACH OCCURRENCE $ K COMMERCIAL GENERAL LIABUM MMS s 101)= X OCCUR t�oaa��� s i0,00a 094HRALAGGIEGATE S 2,�Q000 GGICLAf"tELIMITAPPLIESPOt- PRODUCT`S-f rOPnGG S 2,M= X Pomy X PRO- LOC UEoactr7re $ A miromomE mmirY -ffil- 144 O1DiR014 motrAs E uwI Lc —�� : ;. ANYAUTG aD01LY D1lURV(Parpa�vr� S � BODILYMARY}Peramwem $, X HIRMAUr08 HNON-ovow PRDPER7YOAMAGE X Rim mmup compilm DF,a S $tA00 f S1.t100 aaUMMMlA LIA9 OCCUR F�iCMs> r[ce S EXC938LLA8 HCLhffi4S-MADE I AGGREGATE S i aEbWTMMS 3 & 9E0 O AilOI/ lWA74WaE2ff 5 WC57ATLL OTH A14DEMPLOYERS!Ll49NM YIN ij ANYPIZ rt>RlPARN4E GUnyE W�7BBt 4(WiI} 09P01/10M OE3�UZUIS EACHACIIDENT S 1� iT OFExCtUOro7 � n!A E1. fn B 'WC DEDUCT&E: N grow. Xff EL olsEA.sE-EA E iAQ,E00 wanoNOF t ootl a�tA i .�EL otsFasE-PouCtr ulan•. s TlCNOF0PEBaTmNS/IACARw6IVORCLES{AtLtdaACOMW1,A R=ffft Sftmk ,BemOgkwla LvlGettce�Insurerra o CERTIFICATE HOLDER GANGEf1ATACIIi 30 ClaattiewVluy S"DULDANYOFTHEABOVE DESIMM POIGMBECAt9CM=BEFBIE TIN EXPIRATION DATE TFERIEOF, NOYCE T4tAl. BE DEL1WERM IN Sala Mft CA 9W ACCOP AW2 SIM TIN POLMY PROW10M AUTaa0111M HRATt11E 61stag+Rhkah 3antpb Ct> ft MalRKW G" -- 0 19BB-2040 ACORD CORPORATION. AN rIgMe resetv#A ACORD 25{2p1i11i vio The ACORD nom and to"am registetad mado of ACORD IHE'O�1' The Town of Barnstable BARSTAHLE. MASS , Department of Health Safety and Environmental Services M . Q 9�A f 63 9. �00 IE10) Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection YJ Location no L S � Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: A 4\o '� 6 LTOE In � o ug- I Please call: 508-862-4038 for re-inspection. Inspected by Date % 2 ti io $. y ti L o T 37 •��• D.�Lti3 0 l a. N � Pampo a�.o L r rq•,4.5 , O � �%� ' r 'rouw DATroti1 �Er TrFICdTIG W i 37 NJOOADOC Foab GeiI MOVILLF, i AFZQ4TA0Le MA On the basis ' f'illy kndwledgep information and belisf, x certify ,to Th�w.4 a �1� . r that' as a rosult of.-A survey made e on ;the around uJ M• A. WA f2 w IG,K � A.-6 14.4 0n '' Z , I find. thats:. �. . l�D� N M tl o, �A� vuTN.,MAsS. ,, 'she . st oturR(a) are 1ocated',,,0n the site as shown.ln Copy//srlc� Wi��i.�iFiet �sw� Zon•� '�Y- v1 `The title linefl� and dines, of occupation of the *%ig Of40 M '.site are as. shown .here ort,, ` �.• �o��� WIIUAM • The site';is situatecd 'in.Flood..:LOne &»- M �., Pane No, 2 l Date: WARWICK M co*unity ., ..-� Dates 7 LL •`.r;' 1 r. 14��^ tr1 ]', L;^1 dy' '`1•IM.F•"'MY �. Na siok pILLS �RVA. ` i `I f Q � 7 QJ ' (.\o 1 _�� ���-�- � � � � � � i l� `� � i �\ .� lam-.. �T�-. �_- u � ssca,: j TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Z7 9 Permit# Health Division 3 4� l Date Issued y Conservation Division b�`I�L� Application Fee Tax Collector /C ��% � � Permit Fee i/ SEPTIC SYSTEM MUST BE Treasurer INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE ANLT®VW4 REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address �U sj�j e,a�•� Village @ e_" a I Owner — 2 "3 rzA�t � rya ,�.� Address max 3 zt ��1, ,,Q 1Z Telephone Sob 7 7.S o 8sti Permit Request_ i6 .K Zy A z�.a ,r-,o Al CAP_ G A kAQ %9P_a,f � &..P4- � r ' Square feet: 1st floor: existing she) proposed 3941 2nd floor: existing 6cy!> proposed a�'? Total new 6s3 Zoning District Flood Plain Groundwater Overlay Project Valuation _6 Construction Type k.lo=A 151 A k Lot Size J-o 493 sF Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family B" Two Family ❑ Multi-Family(#units) Age of Existing Structure 1 2 IV A k-S Historic House: ❑Yes 4 No On Old King's Highway: ❑Yes XNo Basement Type: ❑Full N Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) A(oAlrx Basement Unfinished Area(sq.ft) Number of Baths: Full: existing A new o Half:existing to new 6 Number of Bedrooms: existing 3 new d Total Room Count(not including baths): existing new First Floor Room Count Ex 1.57744 : �f Heat Type and Fuel: ❑Gas JCS Oil ❑ Electric ❑Other Central Air: �Ves ❑No Fireplaces: Existing 1 New O Existing wood/coal stove: ❑Yes ;4No Detached garage:❑existing ;❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing X new size .6 x 3o Shed:❑existing ❑new size Other:1�4F-1,LL&w Aev 6 x /Z f Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes )91 No If yes, site plan review# Current Use S,,u&,L a t_ f�� �!s Proposed Use SAs4.a BUILDER INFORMATION Name A—�te- 4k_,t) Telephone Number ,Sa9-- 77 Address you z z yF License# oa -09 3 Z_ 4YAPAh,Z BA o Z6.0 I Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �► ��,t,S �� ��, �_ SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT NO. DATEISSUED MAP/PA.RCEL.NO. r 'ADDRESS? VILLAGE • •I _OWNER-,-, DATE OF-INSPECTION:,' FOUNDATION , FRAME IP, - I-U 2 QVIf t , INSULATION _� � It) `'Z3 ' Z-c r� 1 FIREPLACE ; Ii ELECTRICAL: ROUGH FINAL } ' PLUMBING: ROUGH' '_ FINAL k_ GAS: ROUGH6 FINAL ` r FINAL BUILDING R DATE CLOSED OUT ASSOCIATION PLAN NO. g J { y 1 I �oFIME r Town of Barnstable 0 � Regulatory Services '* �^B Thomas F.Geiler,Director y ntnss. $ �ArEDMA'��',0 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 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: Estimated Cost Address of Work: 3y &Pie i s s 9_Z— T -Q y,,L L'r Owner's Name: _j� /q/L Date of Application: L1a 3/d Z. I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law ❑Job Under$1,000 OBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the w5a er: � b3 OZ fZtcEf�+�A /Q�'�c.vS%2vs° fddb •%' Date Contr ctor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav The Commonwealth of Massachusetts n =- - Department of Industrial Accidents oxce Ofinyestigatinns . t 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name location: city phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole pr7rietor and have no one worlds in an ca achy ❑ I am an employer providing workers' compensation for my employees working on this job. aildre city Q�I am a sole propriet general contractor, homeown�(cirflell'one) and have hired the contractors listed below who have the following workers' compensation polices: I comdanv name:; ... .............. .:.....::. ... y ':.>;::::;.::$:2:.2:;:.:.: :::i. {;:{::f;::::.:`.:;:::2$::`.:x•`::::.::`:,`:::r :.:.::::: >?::::2::::5.:5.<%;.:;<:.:i:. :`;:;::<:::;;:<:;:::;;::;<::::$.:.: .:;. .:.:.:;.:.Y:::.:::::.zR':::°>?' ;:;<::a: :r::u;:<:: ri Jnsnrance:ca<::»;>" �,. - ' '. '.,��s_:: -::.:;::.;:.;:.:,.w�- ���, o ::.::::.:::::::::..:........ 01� .#......... ...� . . .. .....�.....�.............:. ................ ..... :::..•.Y...:•':' '.''. .i!?:•'•.:':5..::.f::::?L:i::i::.'::;!::::is�' :�U:::;si::`:.;: ?i j::::::::: ':��::'.::'+:':?::::�<i'j�.!;::`:`:: i}`:: <Y`::?::"S�$ji`':i:;w: i::ti:::!i:}v::v?iii:iiiii:v:^::S.:Y:•ii:4i atldr ::.;:..; :: ::::»:; olio tlaurance:co�,<.>;.;:;:<:. .Z. .ea'.".:;; ::::..:::.:.:::.: . •? ._ . _--.........------------ �/. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIAL for coverage verification. I do hereby certify u �renalties of perjury that the information provided above is true and correct Signature Date _ Print name Phone# a9-- 7-7 1-jV0 7e official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑checkif immediate response is required ❑Selechnen's Office ❑Health Department contact person: phone#; ❑Other Oevised 9195 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a . . dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,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 have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date 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 you have any questions regarding the"law"or if you are required to obtain'a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the perniit/lic ens e number which will be used as a reference nunibei r. The affidavits may be returned k, 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_guestions. please do not hesitate to give us a call. The 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 phone#: (617) 727-4900 east. 406, 409 or 375 RESIDENTIAL BUILDING PERWr FEES .* APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE G*3 square feet x$96/sq.foot= 6 JS6& x.0031= 40 plus from below(if applicable) ALTERATIONSIRENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot plus from below(if applicable) ACCESSORY STRUCTURE>12.0 sq. , >120 sf-500 sf S 35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf. — g rz ate,' 75.00 >1000 sf- 1500 sf .100.00 >1500 sf-Same as new building permit: square feet x$961sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool . $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee 3 ZS Z6 projcost oF1HE rti Thel Town of Barnstable BARNSTA ASS. E. Department of Health Safety and Environmental Services y Hnss. w , ,- 0:59. �0 �p�Fo MPS Building Division` - 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038' Fax: 508-790-6230 PLAN REVIEW Owner: �J 1 \ 1 �� Map/Parcel: f �53 Project Address: l) C �Builder: CT��s��1 1rl✓U 1 ` The following items were noted on reviewing: P Reviewed by: �� ' Date: q:building:forms:review pre an scriptive Pseiu;a for ana d Two$smilf RaidaauialBasiWlap Rated with good Fads MAXIMUM hfumUM Glazing . Glazing Ceiling .Will Flow Haa®eot dab �II EM� Area!('/•) U-value' R-value' R-value' Rrvawwlwall ) r' Parlraa_e STOI to 6500 Htat{a;Danes*D&W Normal 13 19 10 6 12...• 0.40 38 Q Normal • R 12% OS2 30 19, 19 10 6 99 AFVE 3 12!4 . OSO 38 13 19 IO 6 T 15% 036 . 38 13 23 WA WA Normal U 15% 0.46 38 19 19 10 6 Normal V I S K 0.44 38 13 23 WA NIA 95 AFUE w 15% OS2 30, 19 19 10 6 WAFZIE X 18% 032 38 . 13 23 WA NfA Normal Y 19% 0.42 38 19 2S NIA ?#A Normal Z 180% 0:42 38 13 19 10 6 90AFUF- AA 18% OSO 30 19 19 !0 6 90AFVE T. ADDRESS OF.PROPERTY: .3`� �" s3°,�' Z.9b eAV—/7f V'i 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 91Z' 3. SQUARE FOOTAGE OF ALL GLAZING: z 9 o DIVIDED Sr��e 4. /o GLAZING AREA #3 DIVID ) 5: SELECT PACKAGE(Q—AA-see chart above): NOTE. OTHER MORE INVOLVED METHODS-OF Uhl ERNfINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: - NO: q-farms-080303a Footnotes to Table J5.2.1b: GIazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skyliehts, dnd basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area. expressed as a percentage. Up to 1%of the total glazing area may be excluded.from the U-value requirement. For example;3 ft'of decorative glass may be excluded from a building design with.300 fie of glaring area- After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken-from Table 11.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. 3 The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness.over the exterior walls without compression, R 30 insulation may be substituted for R-3 8 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall For example,as R.19 requirement could be met EITHER by R-19 cavity insulation.OR R-13 cavity insulation plus R-6 insulating sheathing. wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. ' TFe entire opaque portion of any individual basement wall with an average depth less than 50%below grade must me_t the same R-value requirement as above-grade wails. Windows and sliding glass.doors of conditioned br.'ements must be included with the other glazing. Basement doors must meet the door U-value requirement d-scribed in Note b. The R-value requirements are for unheated slabs.Add an additional R 2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3;4, or S. If you plan to install more than one piece of heating equipment or.more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J52.Ia NOTES: a) Glazing areas and U-values.are maximum acceptable.levels.Insulation R re values a minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in.accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(Le.,may have a U-value greater than 0.35). c) If a ceiling,.wall,floor me ,_basent wah,.slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component.complies if the area weighted averago R valve is greater than or equal to the R-value requirement for that component Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). . 43 BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number ,CS 004632 :.. Birthdate: 11/07/1944 Expires: 11/07/2003 Tr.no: 8894 Restricted: 00 f RICHARD D ARENSTRUP _ PO BOX 2248 . HYANNIS, MA 02601 Administrator 3 s Board of Building Regulations and Standards a One Ashburton Place - Roam 1301 Boston , Massachusetts 02108 s Home Improvement Contractor Registration Registration: 100064 Expiration: 6/8/02 tl Type: Private Corporation. HOME IMPROVEMENT CONTRACTOR Registration: 100064 CASTLE POINTE ASSOCIATES , INC . /. Expiration: 6/8/02 Richard Arenstrup Type: Private Corporatio PO Box 2248/1S6 Main St Hyannis MA 02601 CASTLE POINTE ASSOCIATES, # - � Richard Arenstrup PO 8ox 2248 ADMINISTRATOR Hyannis MA 02601 PROJECT ^ NAME: � (� Y'Yl 1 14 1(- ADDRESS: �3 H y PERMIT# �( -�, 0 f LQ,' PERMIT DATE: g g� M/P: �5'C) / c� LARGE PLANS ARE FILED IN: ` BANKERS BOX FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX PROJECT NAME: ADDRESS: LI Q Ct i S S P4 IV . \1 cXv,\ V-\ 'N PERMIT# cC3 (42 PERMIT DATE:___ Ln I f �5' M/P: c5 0 / f3 IR LARGE PLANS ARE FILED IN: BANKERS BOX S- FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX PROJECT NAME: ! l C ��� t Gt/1 QrGLv�s •f NU-���C��S ADDRESS: N va Is PERMIT#_gyp/ (g'7 PERMIT DATE: C O R LARGE PLANS ARE FILED IN: BANKERS BOX �j FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSB OX �easor's map and lot number A�5_&)! t •,... r� THE G Sewage Permit number ....�/ r ! 1 '`d }` Q R oMp �, o f .� TITLE � « 90 aa�a t Ee�. ........... �3 � t : � �House number ... ........... ..��... ........ 39 TOWN 0 OF BA�.NSTA. LE BUILDING._ ,11 PECTOR 't APPLICATION :FOR PERMIT TO ..} Z � !��- /...�� i .......G �..�....... ........ TYPE. OF CONSTRUCTION ........... .......... ............................................... ........ !. ...............19d� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to t e following information: Location ..... . . .7/T' .... .i . .. �� .. ,� ��� �//. .............................. Proposed Use ........ . �....J ....... � :(../.�. ZoningDistrict ...................................... .................................Fire District ....................................................... Name of Owner ... ems.. -�tJ /...................Address t Name of Builder f t .. ......!/:�........ .........� �........Address .................................................................................... Name of Architect �rs� 1i. .. ��- /..•..,.,...Address Rr4 . . . ...le'aw' .4 ./ ,/ .......... Number of Rooms ........... ...............................:................Foundation ........re.(JC P Exterior C� 'Ab�.. . r� G��r......Roofing ....�. !//../y/jl!�:......... T P Floors �. ...........................................Interior .....7'. ...................................... Heating �. ....................................Plumbing ..... C" ..... ............. ..:...............:...................:...Approximate Cost ............�.lf'ti`.u.�..... .. ..�..........11. Fireplace - Definitive Plan Approved by Planning Board ----------------------_---------19--------. Area .1.......................1......... Diagram of Lot and Building with Dimensions Fee ....... ................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 6 . lip .4tv,I Irl I hereby agree .to conform to all the Rules and Regulations of the Town of Barnstable r ding the above construction. Name ... ," ... .......................... S Cj/ IX/1 . ' ` . '— ................. Permit-- for .................................... S ' ----... Location 34 ..Road ----.. .. --. ----------- '' -----��� ~u ~ S I, S. TRUST C�vnar -- TRUST--------------.. . I7 - - �, Type of --�a��--------.. '----'��'---------------�---. ^, ~ Plot .'-------.�.. Lot ---.—�—.----� - ' ^~ ' Permit Grant . uore`onz �/7--� '`---'------- - up/e com .' / ~ ^, _ PERMIT REFUSED --.. —. --. .. .. — —..... .. .. . .. —. ...-----. ^lV . .----.----..---------------.— �~_------------.-----------' ----..-----.---~—...—...~..---.- � .. . . . , . . -------.------------------.. ! . lg Approved_ ---------------.. ^ -------------`—^-----'--^--- ' . ............................ *' ` WC, ^ _ jr Assessor's map and lot number ... /.h� af0:.,d :. . . FTHeT c Q , Sewage Permit number ..... ................1. Z BARNSTABLE, i House number MAM 1639. \00 'Ea MAf M1 TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO 1.... / {' .,e,, ,z................ TYPE OF CONSTRUCTION ............../,�!-� ........... 1- ' . Q............ . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according tote fol!owing information: Location ...... ./ 4.1 P .....:�.............. .. /P j l `//1 �.............................. .... ,,.. Proposed Use I c�e / ' ?R o......................................................................... s<�............................................................................... ZoningDistrict ..........`—....../............`..................._... ................Fire District ........................................................l%................. Name of Owner ....,_/..4i .. .�................... Address /l..r .� .... .!�� r .. . / . � , < Name of Builder `-....� � %........Address Name of Architect r�.�f?.�`t`.p�J.•....... ���r........Address !� � .►.r �G .......... .. ....�.,. .o....�... (/ r Number of Rooms .............. ...................................................Foundation .......:. .�.>.. .�.... Exterior .: n ��:...P..-�:G���� . ......Ropfing ... .�?1... �!.........�r�1.1. ..,Ae5 .......... Floors �f� ......................Interior .:.... 1� ...................................... Heating .... .. .....�-...........................................Plumbing ..... r" ... ....... ..... ,f ... �.. Fireplace ..................... ............. ...............................................Approximate Cost .................................................................... Definitive Plan Approved by Planning Board -----------_------_-----------19--------. Area ..... .................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH t � • r ��'t4• f F' j1# I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ' Name ... ( ;. ` ... ', ............in........................ /ag S L S TRUST `� A=250-*:B� 25356 12 Story No ................. Permit for .................................... Single Family Dwelling ............................................................................... Location ...,,Lot 37, 34 Quisset�_Rd. ................................................... ..........................................le..... Owner ..... . ... L S Trust. . . ................................. Type of Construction „Frame ..... . Plot ............................ Lot ................................ Permit Granted ............July.............................19 83 Date of Inspection ....................................19 Date Completed .......................................19 PERMIT REFUSED ................................. �19 ............................................................................... ................................................................................ .............................. .................. r ............................................................................... Approved ......:......................................... 19 ............................................................................... r - F o'Trr TOWN OF BAR,NSTABLE 25356 ofPermit No. ------------------------------ VAUn,ffi, Building Inspector Cash y rua _ ---- ------------ - OCCUPANCY PERMIT Bond _— --g�� � Issued to S L S Trust Address Lot 37, 34 Quisset-Road, Centerville Wiring Inspector ! f Inspection date Plumbing Inspector ! Inspection date Gas Inspector A1414 �r'� _ Inspection date f _- yEngineering Department?,,�," ,� i f f 1 l Inspection date - Board of Health j- � � Inspection date//, THIS PERMIT ,WILI;•'NOT BE VALID, AND THE BUIILDING 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. .. ....1 19` � �r.�t. . Building Ins ectoi 4 �O v II JJ 07 T�� ZZ f is 3 x s IN iA,v70� 38 a N ' L ; 5 ; agouti DATIoN �EgTIF14AT14� ' � •` �, � • � ' t.,o i 3? a�o rs A,D rG�r�. Koh•b 0AtZQ_5 TAP5Le 'MBA GALE On ..tbe o mY knwiecige, information and belief, Fz certify ao Th, .Ct� ;that#a�9 a result of 4 a ,$urvey,mgde ox� the around M. M, WArz W le-W. A5;,,�,' 1►1G t,on Z , -z .z d t}aAt s e4 e ,'•� i ` eOL/,601 do, FA u�u T N , t-A A t 5 t'.�he=4et oturei�s},�are lacaited�t ox,� the;.site as� + �' -- 131'lOwn*//7-aomp* The °t�.t :a ,lines .°egad lin4a of, gcGup�at :on of the H OF ,.:,are :as; ohowa`,,hereon. " ,`the .a1te ;'ins a tuatec ,i;,n Floo&."z=e a�- c' °� wlulAnn `COmmuni.ty "Pane* , DTo• ae H Ag WARWICK Ga MO. 1 771— y i .,P - . `Date i °! ZL 4fiTy' � t{ �r r`"g 5� " - $a r j }v4k 4�' w �; ufFK r R11 s(JRV� iok r j l Assessor's'offioe'(1st floor): �r S� _ ®: /dam.. , Assessor's map. and lot number ...... ...:...... ..........:y... SEPTIC SYSTEM �V f'o`o M Board of Health (3rd floor): r%LED , ��J IN C Sewage Permit number ............ alhar: , lnT PWN t BABd9TGDLE e. _X Engineering' Depart e t (3rd"floor): Z) L r ENVAONlME�� 0� 1. House number a��, ~...:: .� . _ �� ora�°� AF�PL`ICATIONS PROCESSED 8:30�'9:30:A.M. :and •1:00-2:00 P.M.:onlyt TO REQUL.�T10 TOWN, OF :BARNSTAIME - BUILDING INSPECTOR fi I =YL ` APPLIOAbTION FOR 'PERMIT TO ...... ....Q.... . C TYPE OF CONSTRUCTION .....T`CQ�y► !!!. . : ..............................................l�JVf ..... ................................. Y a .. - 9/... ........19_.FiCo TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following. information: Location .. N `v !.�1:�'.�'.�. ! ....:... ...I ....................................... Proposed Use ............... .. .....00HS � . . ..................................................................................................................... Zoning District -..Fir'e District Name of Owner .......... �, �..P.. . S? "Y�.....................Address Name of Builder �LU-A .....................................................Address ..............'...................................................................... Name of Architect Q.� ..: ....1.r:F'ak. .!W..........Addres•s I`14w.,??' �. ! .�.Q.."t�g3 ........... " Numberof Rooms ......... ....................................................Foundation ...... ...s ............................................................. Exterior .�L°-. Q ...'..C� �.!�+5 5.........r............................Roofing ...... .35.. .. ! ► .. �+�.ySlt' .................... Floors ... . .............................................................Interior ...L !l�`�c4�.... ?�KI........................................... Heating .. .!.!.....`. . ......................................Plumbing ... ...3 ..........................................:........................ Fireplace ,p ......�"VA .............I..........................Approximate Cost,,.G/tiv.:........................... ...... 1 4 SQ Definitive Plan Approved by-Planning Board __________ �—VI A __ . Area �... , F e ®. Diagram of Lot and Building'.with Dimensions Fee-t..... {. SUBJECT TO APPROVAL OF BOARD OF HEALTH x f OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of thaTow-n Barnstable regarding.the above . construction. '4 1 1 Name .. :................... Construction 'Supervisor's Licensee.. .. .. } BAILEY, BRAD F� y Nq •298Y. Build Addition ... .. ..Permit for k Single„Family Dwelling............... Location � IA.!sk et.. -..Road .......... ............. errt�Z"v'=1le.. Ir Owner ...Brad Bailey................. ....... - �� . .a �• . Frame r a Ty- of Construction , .... _ .�; ti ...................... ......................................................... ..j A n•. } Plot ............................ Lot rr Permit Granted September 2, �`9 86 ;. Date ofllnspectio ...... K1 � t t Date Completed ....... .. ,.......19 E - [R •lgC� ��� �e�' RxY.,' •,i � ' °, ` � " - ,.F - , T S 1 _- '� .y I f� ��H ya, � '�•M - •. a Y, r y �, �".� � .. :E ,t' ..,. ,v- . •. p t� �f r. y Assessor's offioe (1st floor): .yam® _ pFTHE .. TO� Assessor's map and lot number ....... ..................................... Board. of Health (3rd floor): << Sewage Permit number ............. ...............I,. ....... �: ..t { - Z BBHIISTODLE, Engineering Department (3rd floor): 'oo 11& r H&use number s, 3 �e ........................................................L.F........ CEO YPY 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 .......n<em. ....... ...�:'!, C;,�. ..... .................................................................... TYPE OF CONSTRUCTION ...... .d�� k.. .. . .......... .............J. ..... .......................... ........... �1:. �7!•................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......... .��.f.._?w. .C �`' ... ` .� R.... . .:..................................... ProposedUse .......{..:................:........ ,....: . ...................................................................................................................... Zoning District ..... `'...................................................................Fire District ........................+L..Name of Owner ..KAe�. . r`�.....................Address .Sy, urt,� .^ V,1 �c!.�: � _. Nameof Builder .. ....®.(rt/r. ?1 ........................Address .................................................................................... Name of Architect . E). • �....1 .1PI �`.6)..........Address 1 .!`fr,`,•,F.. l:.! r. :�:`�.�� .: f'�. {r ........... Number of Rooms .........I?....................................................Foundation .......N/ Exterior ...................................... Roofing ...... � .. ._. .. .................... Floors l_._,r:.f..: ':5............................ .Interior .r � • : .. 5-'a�t�sIn�........................... :A:...... w ... .... .�_ ................ Heatinge �'- ;. �% N�C:.......................................Plumbing ...1... .............................................................. Fireplace ...... �f.. ...............................................................Approximate Cost 437(9,4-71 _..................................... Definitive Plan Approved by Planning Board 9, Na _ Diagram of Lot and Building with Dimensions Fee "� oa 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 ...... ............................ Construction Supervisor's License ��..y9.7.. .............. e B%-. 67 ,`BRAD A=250-128 No ... Permit for ...Build Addition„ Single Family Dwelling................. ............... Location .......34 Quisset VillageRq�,d...... ........................Centerville............................... Owner .......Brad Bailey.................................... Type of Construction ....IEKMPP........................... ............................................................................... Plot ............................ Lot ................................ Permit Granfed September 2,...,19 86 ..... Date of Inspection ....................................19 Date Completed ......................................19 Version#44.0 ;:;o; SolarCit ® F y April 28, 2015 Project/Job#0261062 RE: CERTIFICATION LETTER Project: Bailey Residence 34 Quisset Rd TEMPORARY PERMIT ' Barnstable, MA 02632 MASSACHUSETTS 2015-004-PE. To Whom It May Concern, f A jobsite survey of the existing framing system was performed by a site survey team from SolarCity.. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= MA Res. Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1A: Roof DL= 13.5 psf, Roof LL/SL= 21 psf(Non-PV Areas),Roof LL/SL=21 psf(PV Areas) - MP1B: Roof DL= 10.5 psf, Roof LL/SL=21 psf(Non-PV Areas), Roof LL/SL 21 psf(PV Areas) - MP1C: Roof DL= 13.5 psf, Roof LL/SL = 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) - MP2: Roof DL= 11 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.19069 < 0.4g and.Seismic Design Category(SDC) _ B < D 5 On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it,has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new.attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Digitally Signed by.Paymon Paymon Eskandanian, P.E. Eskandanian Professional Engineer. 2015.04.28'17:04:08-07'00' T• 714.274.7823 V email peskandanian@solarcitq.eom T °8055 Clearview Way San Mateo,-CA 94402'I.T•(650)638-1028 (888)SOL-CITY F(650)638-1029- solarcity.com' AZ ROC 243771,CA CSL6 888104,GO EC 8041;CT R9 0632778,DC HIC71 I01488,OC HIS 71.tOT48$,HI CT29770,i�A HiC 168872,MO MHICC 128948.W 13VIi06160600,a On COB 180498,PA w7,443,TX OLA 4 TDLR 27006,WAl GCL:S '91907.0'2013 SoladDity..Ali rights reseIrved, ' . a 04.28.2015 \� # c Version#44.0 o,�JOIC�f CIt PV System Structural , �•�� y Design Software PROJECT INFORMATION &TABLE.OF CONTENTS Project Name: --Bailey_Residence �AHJ: -Barnstable Job Number: 0261062 Building Code: MA Res. Code,8th Edition _ _Customer_Name:_X �_wBiiley, Bradley _ Based On:." IRC 2009_/IBC_2009�_ Address: 34 Quisset Rd ASCE Code: AS_CE 7-05 _ _ w __..__ _ City/StateBarnstable, MA : _ —_ Risk Category Zip Code 02632 Upgrades Req .'d? Nc Latitude/ Longitude: ,j- 4!.66137.V - -,z70.325533 'Stamp SC Office: Cape Cod PV Designer: Regina Taurino. v _ Calculations: Connell S arki7 ' . EOR: }� 55 mon Eskandanian, PTE. Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDC) = B < D 1 2-MILE VICINITY MAP Little Point, Jr 14 Vol qr 28 • ,. Dqi�i "Nse, MassGIS,, ornmonwe ith f' assa�thusetts�- - - 90A Farm Service Agency 34 Quisset Rd, Barnstable, MA 02632 Latitude:41.661371,Longitude:-70.325533, Exposure Category: C STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1A Member Properties Summary MP1A Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 11.19 ft Actual D _. 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material ComoRoof San 3 "" _" A 1 `10.88 in.A2 Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathing Yes i,Span 5:e y> I.X v 47.63 in.A4 Board Sheathing None Total Span 12.01 ft TL DefPn Limit 180 Vaulted Ceiling Yes PV.1 Start 3.92 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.33 ft Wood Grade #2 Rafter Sloe 150 � I , "PV 2 Start ;, Fb 875 psi Rafter Spacing 16"O.C. PV 2 End. F. 135 psi Top Lat Bracing Full PV,3 Start .., :. :. y E .: : 1400000 psi =. Bot Lat Bracing Full PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 3 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1'04 14.0 psf 14.0 psf PV Dead Load. PV-DL 3.0 sf m' t' t x 41.04 4� 3.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf psf x 0.7. 1 x 0.7 :� ; f Live/Snow Load LL SLl•2 .30.0- f 21.0 psf 21.0 ps.. Total Load(Governing LC I TL 35.0 psf 1 38.1 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 - CIF Cr D+S 1.15 1.00 1 1.00 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 37 psi 0.8 ft. 155 psi 0.24 Bending + Stress 706 psi 6 5 ft. y R °., 1389 psi" _t-4,0.51 'o (Governs) ,Bending - Stress -15 psi 0.8 ft. -1389 psi 0.01 Total toad Deflection 0.28 in. 499 6.4 ft. 0.77 in. 180 0.36 . LOAD ITEMIZATION - MPIA PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembl Weight(psf) 77" F '.' 77. 7 7 ,`. 7, ,, 0, ,0.5 psf,, PV System Weight 3.0 Psf Roof Dead Load Material Load Roof Category Description MP1A Existing;Roofing_Material . ..__ Comp Roof �(2 Layers_)_. �5.0 psf Re-Roof No Underlayment' _ Roofing Paperer w�� Y _ 0:5 psf' _ Plywood Sheathing Yes 1.5 psf Board Sheathing_,,_ � _-,,,_,_..; _ None Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling' 'Yes '. AJr j'� 3.0.psf Miscellaneous I Miscellaneous Items 1.2 psf Total Roof Dead Load 13.5 psf MP1A 13.5 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load to 20.0 psf Table 4-1 Member TributarynArea At _ _ < 200_sf Roof Slope 3/12 .,._.. � ..-. _.. � _ 1 Tributary.Area,Reduction i- V R,_- s � Section 4.9- Sloped Roof Reduction Rz 1 Section 4.9 mom.-,- Reduced Roof Live Load Lr L ._ �.. r � ._R( ')_(R,)..�.._..., ,®.._.�.._,... �.:� ..y�....._.�—....-_..- l Equation 4-2 Reduced Roof Live Load Lr 20 psf MP1A 20.0 Psf Reduced Ground/Roof Live Snow Loads Code Ground Snow Load P9 30.0 psf ASCE Table 7-1 Snow.Load Reductions Allowed? Yes Effective Roof Slope 150 I Horq 'Distance from Ev_e to Ridge�' W° tt � 12 Snow Importance Factor IS 1.0 _ Table 1.5-2 Ce Snow Exposure Factor' . Fully Exposed' ri 0.9' Table 7-2 Snow Thermal Factor _4 Structures kept just above freezing Table 7-3 Minimum Flat Roof Snow Load(w%— 9 ) Pf-min rC 21.0 psf 7.3.4&7.10 Rain on-Snow Surchar e ' _ k, _ Flat Roof Snow Load Pf pf= 0.7(CJ (Ct)(I) pg; pf>_ pf-min _ Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped RoR Snow Load Over Surrounding Roo Surface Condition of Surrounding Roof Cs_roof All Othei OSurfaces Figure 7-2 Design Roof Snow Load Over Ps-roof=(Cs-roof)Pf ASCE Eq: 7.4-1, Surrounding Roof PS-roof 21.0 Psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_P� Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV PS-PV= (Cs-P„)Pf ASCE Eq: 7.4-1 Modules PS-PV 21.0 psf 70% [CALCULATION OFTDESIGN_WIND LOADS='MP1A Mountin Plane Information Roofing Material Comp Roof PV System Type _ " - SolarCiS eekMountT" - Spanning Vents No Standoff Attachment Hardware T ' ' Comn Mount Type Roof Slope 150 Rafter Spacing 16"O.C. .t Framing Type Direction Y-Y Rafters Purlin Spacing___._.. X-X Purlins Only r NA Tile Reveal Tile Roofs Only_ NA Tile Attachment System j ,Roofs Only y _ _ NA ,Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Methods_ .._ _ _ � � Partially/Fully Enclosed Method - --- n .� _ Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category -- s, t _ Cam« Section 6.5.6.3_ Roof Style _ Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht h -,25 ft. Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt _ 1.00 L Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 .Importance Factor I p -. ._ 1.0 - Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 pslf Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC D 0.45 w. 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 ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever ' Landscape 24" NA- Standoff Configuration Landscape Staggered - Max Standoff Tributary Area _ " _ _Tribt 18-sf° PV Assembly Dead Load_ W-PV 3.0 psf Net Wind.Uplift_et Standoff_ _ A T:actual °_ `' -351'Ibs Uplift Capacityof Standoff_ T-allow 500 Ibs Standoff Demand/Capacity DCR" r., 70.1%' X-Direction Y-Direction Max Allowable Standoff Spacing, Portrait 48" 66 Max Allowable Cantilever Y E Portrait ,.xn 19" _ _ NA 4, E Standoff Confi uration Portrait Staggered Max_Sta ndoff Tributary.Area_- -_•� . �Trb 6 k 22 sf;�'� .�- - ,� _•_ _ _ PV Assembly Dead Load W-PV 3.0 psf Wi nd ind Uplift at Standoff____ T-actual -_ _ 439Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 87.7% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1B Member Properties Summary MP113 Horizontal Member Spans Rafter Pro erties Overhang 10.82 ft Actual W 1.50" Roof System Properties San 1 kN .w,. 10.99 ft, Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 10.88 in.A2 Re-Roof No San 4 S. 13.14 in.A3 PI wood Sheathing �'.Yes San 5 `"" t 1. 47.63 in.A4 Board Sheathing None Total Span 11.81 ft TL Defl'n Limit 120 Vaulted Ceiling' "` No PV 1 Start•" 3.92 fts� Wood Species, SPF . Ceilina Finish 1/2"Gypsum Board PV 1 End 10.33 ft Wood Grade #2 Rafter Slope A tk: �,, 150 PV 2 Start : Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 si Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 3 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.04 10.9 psf 10.9 psf PV Dead Load' ti`: -PV-DL 3.0 sf,, w. x 1.04;,: 3.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load,,.,, ,.. LL SL1,2 30.0 psf x 0.7 1 x 0.7 21.0 psf 21.0 psf Total Load(Governing LC TL 1 31.9 psf 35.0 psf 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 GoverningLoad Comb CD CL + CL - CF Cr D+ S 1.15 1.00 0.53 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 34 psi 0.8 ft. 155 psi 0.22 Bending + Stress 625 psi 6.4 ft. 1389 psi 0.45 Governs Wending - Stress -14 psi 0.8 ft. -737 psi 0.02 Total Load Deflection "' '" """ " A24 in 574 6 3 ft: 1:14 in. I ` 120 0.21 :A LOAD ITEMIZATION - MP1B PV System Load PV Module Weight(psf) _ 2.5 psf Hardware Assemb Wei ht s 0.5 psf PV System Weight 3.0 psf Roof Dead load Material Load Roof Category Description - _ MP1B Existing Roofing Material _ __ _ i w Comp Roof•• (2 Layers) '5.0 psf _ Re-Roof _ _ No Underlayment_ ..• - Roofing Paper ;; -0 y -0.5,psfN Plywood Sheathing Yes 1 5 psf . , Board Sheathing — -- None - Rafter Size and Spacing 2 x 8 @ 16 in..O.C. 2.3 psf Vaulted Ceiling._ _ ___ No, Miscellaneous Miscellaneous Items 1.2 psf _ Total Roof Dead Load 10.5 Psf MPiB 10.5 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Low 20.0 psf Table 4-1 Member Tributary_Area� N 1_' • LL r .;; < 200 sf Roof Slope —3/12 Tributary Area Reduction Y . . .Ri _ . _ -rl � Section 4.9 Sloped Roof Reduction Rz 1 Section 4.9 Reduced Roof Live Load Lr, " " ;. t,=Lo(Rl)(Rz) Equation 4-2 Reduced Roof Live Load Lr 20 psf MP1B 20.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 150 Horiz.,Distanc_e from Eve to Ridge " �' W_ ,. Snow Importance Factor IS 1.0 Table 1.5-2 Fully Expsed " Snow Exposure Factor Ce :. m 10.9 - Table 7,,-2 Snow Thermal Factor Structures kept just 1 above freezing Table 7-3 Minimum Flat Roof Snow Load(w/, Pf-min m „'21.0 psf 7.3.4&7.16 Rain-on-Snow..Surcharge_),, _ - E Flat Roof Snow Load Pf pf= 0.7(Ce) (Q) (I) pg; pf>_ pf-min 'Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roo Surface Condition of Surrounding Roof ,, CS_,oaf All Other Surfaces10 Figure 7-2 Design Roof Snow Load Over PS-roof= (CS-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof PS-roof 21.0 psf 70% ASCE Design Sloped Roof Snow toad Over PV Modules Surface Condition of PV Modules CS-PVUnobstructed Slii0ppery Surfaces Figure 7-2 1. Design Snow Load Over PV PS-PV= (CS-P„)Pf ASCE Eq:7.4-1 Modules PS P" 21.0 psf 70% (CALCULATION OF DESIGN WIND:LOADS MPIB Mounting Plane Information Roofing Material Comp Roof PV System,Type_,. " SolarC_ty SleekMountT" Spanning Vents No Standoff Tvne C , Roof Slope 50 Rafter Spacing _ _ Framing Type Direction Y-Y Rafters Purlin,Spacin X-X Purlins Only_ NA Tile Reveal Tile 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 ASCE 7-05 Wind Design,Method Y� �a _ Partially/Fully Endosed Method �_�'� _ �� e_-_. _ - Basic Wind Speed _ V 110 mph _ Y¢ __ Fig. 6-1 Exposure,Category___°. _ _: � _ � � , CW _Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Me Roof Height -h r 25 ft. '-' Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 _ _ Table 6-3 Topographic or--a _ • Krt ., ., �. ... 1.00' �-_ Section 6.5:7 Wind Directionality Factor Ke� 0.85 Table 6-4 Importance Factor I 1.0.:, , ; " Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 F 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.87 Fig.6-11B/C/D-14A/B Ext.,Pressure,Coefficient Down n GC " ' 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 ALLOWABLE STANDOFF SPACINGS �_ � X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable:Cantilever 3Landscap _ ` ?4 DNA. Standoff Configuration Landscape Staggered Max Standoff Tributa Area Trib "18 sf - rY.-__ - PV Assembly Dead Load W-PV 3.0 psf __ Net Wind Uplift at Standoff- .T-actual Uplift Capacity of Standoff !T-allow 500 Ibs Standoff Demand/Capacity- DCR: .. :, 70.10W " X-Direction Y-Direction Max Allowable Standoff Spacing � Portrait _ 48" 66" Max Allowable,Cantilever Portrait s_ '° 19' NA ' Standoff Configuration Portrait Staggered Max.Standoff_Tributary Area Trib " _ 22 sf, PV Assembly Dead Load W-PV 3.0 psf Ne d,Uphft at Standoff � T actual 439 lbs Uplift Capacity of Standoff T-allow 500 Ibs - - Standoff Demand Ca aci . D R" �7 877% i STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1C Member Properties Summary MPic Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Pro erties "s" S'an 1 11.19 ft Actual D*. 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof , 0 i 4S an 3 y= A '. 10.88 in.A2 Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 I _,__m. _. t 47.63 in.A4 Board Sheathing None Total Span 12.01 ft TL Defl'n Limit 180 Vaulted Ceiling -Yes PV 1 Start 3.92 ft &Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.33 ft Wood Grade #2 Rafter Sloe 15° ` '" 'PV 2 Start Fb _ ,; 875,psi Rafter Spacing 16"O.C. PV 2 End F„, 135 psi rLat BracingFull a PV 3 Start t - �_ .E 1400000 psi r Lat Bracing Full PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 3 12 Initial Pitch Ad'ust Non-PV Areas. PV Areas Roof Dead Load DL 13.5 psf x 1.04 14.0 psf 14.0 psf PV Dead Load PV-DL 3.0 psf .: ,, _ _x 1.04 . :: 31 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL SLI,Z 30.0 psf " x 0.7 '1 x 0.7' "'' 21.0 psf 21.0 psf Total Load(Governing LC TL 35.0 psf 38.1 ncf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf 0.7(Cj(Ct)(IS)p9; Ce=0.9,Ct=1.1,I5=1.0 " Member Design Summary(per NDS Governing Load Comb CD CL + CL - CIF Cr D+S 1.15 1.00 1 1.00 1 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location ,. Capacitv DCR Shear Stress 37 psi 0.8 ft. 155 psi 0.24 Bending +)Stress N g 706 psi 5:5 ft. ;M '1389 si" *0 51 Governs) Bending(-)Stress -15 psi 0.8 ft. -1389 psi 0.01 Total Load Deflection _ r 0.28 in. 499 6.4 ft._. ;.0.77 in. 180 }0.36 , LOAD ITEMIZATION - MP1C PV System Load PV Module Weight(psf)_ 2.5 psf HardwaAssembly Weight s ° 0.5 psf- PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description_ --- Com RMP1C Existing:Roofin .Material er . __ 5.0. sf_ =— Re-Roof No _ Underlayment "Roofing Paper _ +' 0.5 psf _ -- T — — — - - -_.. Plywood Sheathing r i - Yes 1.5 psf Board Sheathing x Rafter Size and Spacing 2 x 8 @ 16 in.O.C. 2.3 psf - Vaulted Ceiling Yes_ 3.0 psf Miscellaneous Miscellaneous Items _ w +1.2 psf Total Roof Dead Load 13.5 psf MP1C 13.5 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf __ w _ Table'4-1 Member.TributaryArea At �a�� < 200 sf" Roof Slope _ _ 3/12 Tributary. R" ^• k 1 a �t -Section 4.9_ w Sloped Roof Reduction Rz i Section 4.9 Lr Reduced Roof Live Load • x •W � f � L=�R �R M�=�.. _ : - ( �) ( z) .. Equation 4-2 Reduced Roof Live Load Lr 20 psf MPIC 20.0 psf Reduced Ground/Roof Live Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 x ._ r Snow Load Reductions Allowed7.'_.` r " x Yes Effective Roof Slope 150 Horiz.,Distance.from.Eve;to.Ridge A, Snow Importance Factor IS 1.0 Table 1.5-2 Fully Exposed' Snow Exposure Factor Ce a$ ;;: , J', 0.9 4 m ° Table 7-2' Snow Thermal Factor Ct Structures kept just above freezing Table 7-3 W Minimum Flat Roof•Snow Load(w// . 2 Rain on Snow Surcharge) Pf-min 1.0 psf 7.3.4&7.10 Flat Roof Snow Load Pf pf= 0.7(C.) (Ct) (I) pg; pf>_ pf-min Eq: 7.3-1 21.0 DSf 700/h ASCE Design Sloped Roof Snow Load Over Surrounding Roo Surface Condition of Surrounding Roof CS-roof All Other Surfaces Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 Surrounding Roof PS'°°f 21.0 psf 70% ASCE Design Slo ed Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slii0ppery Surfaces Figure 7-2 1. Design Snow Load Over PV PS-PV= (Cs-pv)Pf ASCE Eq: 7.4-1 Modules PS-PV 21.0 psf 70% [CA CCU LATION_OF_DESIG WD_LDACDS=,- Mounting Plane Information Roofing Material Comp Roof ._ -- __.—_ _ .,�-P — PV System Type - q �SolarCity_SleekMountT'"'° - � � �'�� Spanning Vents No _ T Standoff Attachment Hardware h Comp Mount Type C ., Roof Slope-_ 150 Rafter_Spacing _ . 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing__ _ _X-X Purlins Oniy, Y `° '° :' NA Tile Reveal Tile Roofs Only DNA r Tile Attachment_System• __Tile Roofs OnN� A NA , Standin Seam/Trap Seam/Trap Spacing SM Seam nly NA Wind Design Criteria Wind Design Code �_ ASCE 7-05 Wind Design Method, Partially/Fully Enclosed Method - Basic Wind Speed V 110 mph .•. Fig. 6-1 Exposure Category r- _ C ,Section 6.5.6.3 - - Roof Style Gable Roof Fig.6-i1B/C/D-14A/B Mean Roof Height h °' ' 25 ft Section 6.2 I Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt� 1.00 _ Section irecti 6.5.7 _ Wind Donality Factor ICd _ 0.85 Table 6-4 .Importance Factor R I �' n-----;- �1 0 "' -Table�e 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I)24.9sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC "" w " ' :0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U ° -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape- 64" 39" Max Allowable Cantilever _Landscape -_ Standoff configuration Landscape Staggered Max Standoff.Tributary Area ` Trib " "" 18 sf " PV Assembly Dead Load W-PV _ 3.0 psf Net_Wind Uplift at Standoff 4 x. t T actual_., _ -351 Ibs -- Uplift Capacity of Standoff T-allow 500 ibs Standoff Demand Ca aci DCR 70.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait. 48" 66 Max_A.Ilowable Cantilever Portrait, Standoff Configuration Portrait Staggered Max Standoff Tribu-tary.Area- 0, Trib_ r M .. _22 sf bly ' PV Assem Dead Load W-PV 3.0 psf Net Wind,Uplift at Standoff T-actual- _ _ _- --439 ibs Uplift Capacity of_Standoff T-allow 500 Ibs _ Standoff Demand/Capacity� DCR 87.7% L STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 j Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties. Overhang 0.82 ft Actual W 1.50" Roof System Properties •.,S an 1 n, .a .,14.37 ft Actual D 9.25".: Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof ' San 3 ` A 13.88 in.A2 Re-Roof No Span 4 S. 21.39 in.A3 Plywood Sheathin Yes _ San 5 �' 'w r " w. I 98.93 in^4 Board Sheathing None Total Span 15.19 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start �1.25 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.92 ft Wood Grade #2 Rafter Sloe 150 ' ', PV 2 Start Fe 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat.Bracing m Full PV.3 Start fin, _ _ f = E> 1400000 psi Bot Lat Bracing At Supports PV 3 End Emig 510000 psi Member Loading mary Roof Pitch 31.12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.04 11.4 psf 11.4 psf PV Dead Load, ,_ 1 W 4' PV=DL° :'~ 3.0 Psf T, " x.1.04 W 3.1 psf Roof Live Load RILL 20.0 psf x 1.00 20.0 psf Live/Snow Load,.* LL SLl'2 30.0,psf,, _. ,,x 0.7 y,j,x 0.7 - 21.0 psf,-_ 21.0 psf Total Load(Governing LC TL 1 32.4 psf 35.5 nsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Cj(IS)p9; Ce=0.91 Cr=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 0.35 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location -Capacity DCR Shear Stress 35 psi 0.8 ft. 155 psi 0.23 Bending + ;Stress .,1 •b4680 psi 8.0,ft.. a _,,1273 psi r 0.53 Governs . Bending - Stress -9 psi 0.8 ft. -451 psi 0.02 Total Load Deflection 0.35 in. 513 8.0 ft. 1.49 in. 120 0.23 LOAD ITEMIZATION- MP2 PV System Load PV Module Weight(psf)__ 2.5 psf Hardware Assembly Weight s ~ ;E 0:5 psf PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 Existing Roofing Material_ Re-Roof . Now, Underlayment_ �� Roofing Paper 0:5 psf - ..,.�.---- Plywood Sheathing Yes 1.5 psf Board Sheathing 4 ., -; n None , _ --_ Rafter Size and Spacing 2 x 10 @ 16 in. O.C. 2.9 psf - a Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 11 psf MP2 11.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area 200 sf � Roof Slope 3/12 Tributary.Area,Reduction ' Rl 1" _ _ " _ Section 4.9 Sloped Roof Reduction Rz 1 Section 4.9 Reduced Roof Live Load Lr LI l�(Rl)w(R'Z)'- s_ ,Equation 4-2 , Reduced Roof Live Load Lr 20 psf MP2 20.0 sf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 71 Snow Load Reductions Allowed? m � Yes , Effective Roof Slope 150 I Horiz.•Distance,from Eve to RidgeW T = 15.8 Snow Importance Factor Is. 1.0 Table 1.5-2 Snow Exposure Factor a Ce <, 'roFully,Exposed 0 _,:9 � Table`.?-2 Structures.kept just above freezing Snow Thermal Factor - 4` t 1 1 Table 7-3 ---- ulm— _.,,------_..-.,,,_.,._,_ .. _,. Minimum Flat Roof Snow Load,(w/ P R - ,. . r t Rain on-Snow,Surchar e _ pf-""" '21 0 sf 7.3.4&7.10 Flat Roof Snow Load Pf pf= 07(Ce)(Cr) (I) pg; pf y>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow.Load Over Surroun in Roo Surface Condition of Surrounding Roof CS-roofAll Other Surfaces 0 Figure 7-2 a Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof Ps-roof 21.0 psf 70% ASCE Design Slo ed Roof Snow Load Over PV Modules Surface Condition of PV Modules = CS_PI Unobstructed Slippery Surfaces 1.0 Figure 7-2 • Design Snow Load Over PV Ps-PV= (CS-PV)Pf ASCE Eq: 7.4-1 Modules PyD" 21.0 psf 70% (CALCULATION OFbESIGNaWIND LOADS�NIP2 Mounting Plane Information Roofing Material Comp Roof �.. — PV,System Type _'- "'`' "' SolarGity SleekMountT" _ w Spanning Vents No Standoff(Attachment Hardware " Comn Mount-t oe'C� 7 Roof Slope 150 _ �_ 16"O C. Framing Type Direction Y-Y Rafters Purlm Spacing X_X Purlins OnIY� .x NA.r Tile,Reveal Tile Roofs Only NA 7 Tile Attachment,System Tile Roofs Only NA Standin Seam ra S acin SM Seam _nI_y NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design,Method- _ - — Partially/Fully Enclosed Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D 14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.U0 __ _ _.. . _ _-_ Section Wind Directionality Factor ICd 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 -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC[)(Downi 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 ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacinq- Landscape 64" � 39" Max Allowable Cantilever___= -�Landscape ': m <} 24':^, Standoff Confi uration Landscape Staggered Max Standoff Tributary Area Trib 18 sf PV Assembly.Dead Load W-PV 3.0 psf Net Wmd Uplift at Standoff_ ^ Tactual - J, -351 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable.Cantilever^ Portrait, 19'' Standoff Confi uration Portrait Staggered Max Standoff Tributary_Area � ^:,, Trib 22 sf __ _ PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at,Stondoff; .z_ Tactual -439 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci _ DCR ., ;. ,,.._ M. .^,87.7% t •:w - ' r; rr ,, a`+:� r c t �g„ < yr r"..�"y�s ,},ra'1 , � c ,: _ , Ea Y s '4� y �' n' �.f?Ol s 4 r# '�` k. s+ Z '�'tv * x h.`r t ? - r u s Y r,,,.1, r �.s .a .,. °i ys`•�k"t`,� =s F s 'j_,�Y q yr t ' 9 .,u,�;, 4# --k-' ':;+h't'S^*" ' f a s,'-" g'„za ->:q,., .' :�'3" W s a`N, a}v�t �' at '�yg q;Atr 3r p.,;t# IV ,s- a w.s 3 k y<��"� �� + x ti� �t i g„s - � f .s, r• * ,i.•t5� a'u-r # r .mot " x+,k . 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I' '�7 „_. .d- 'T .%Ire t'e•� +�; t' 3 �4.:ay 3t ea r r r1,#. r;.:p %a. x i .' as. s" {a4" z"4, J-d % i - z r3.-�+ 7 3t r i - .� 'z >�1 r - 61 1' � M w ,q/wpfiks/ funs/gehive'/BANKERSBOX� t �' f __ rr a rS "` 54 `� �kk•i sr, _:-Y°'_.:v^"5'9c r ; �� G t d � try ;g4 ry *PM , ,� 1 � ,zf' s r r` FF5 ne r6 r r-' -Y4 r # -r. '=-,r 1 # fir ,� so u 11ti, -' } t A . s .. ['" ';,�,. z' kt•ir :f, c 4' gow um- ,y.�d ` s ...� �.• d r,�. d ,r �,�'�jsy "r ` t i. ,' ,�,.. - _ �'r ya, 3. sass ^,� ._� ,�+ ' :',`'+�'�f,;. z 11�fyt'"4 `G _,<.µ k 5i')�.:E 'N} !< g_.?` ESN` e : �,g t ,� 'n#s s3 `'��' '�`r`*. �s �� .r t +a-• c, a k ra,�°' S.c „_, 'd` ,s t _ tx71 �,a�t.# ^� #A., '.'tz;. r ." -�`.;ri'"� e st' 'v tt i,rar v'c,�,' ,yam+ i �:, 0 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER-CONDITIONING INVERTER. p BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC .CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING i DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN, THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR-OF THE GND GROUND MULTINRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA ' KILOVOLT AMPERE BUILDING OR ARE RUN IN .METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART: 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO:BOXES AS_REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF.INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT _ 3` VICINITY MAP INDEX . , W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS PV5 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV6 THREE LINE DIAGRAM GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. + 2. ALL ELECTRICAL WORK SHALL COMPLY.WITH i THE 2014 NATIONAL ELECTRIC CODE INCLUDING r MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR REV BY DATE COMMENTS AHJ: Barnstable f " ' REV A NAME DATE COMMENTS x x x x x x x x UTILITY: NSTAR Electric (Cambridge Electric Light) 1 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINEDAL-THE INFORMATION HEREIN [INER ER: J B—O26 1 O62 OO ( Fin BENEFIT O ANYO NOTE USED FOR THE BAILEY $RADLEY BAILEY RESIDENCE Regina TaurinoO�a�C�t NORESHALL IIT BE DISCLOSED N WHOLE ORCIN SYS7EM: 34 QUI�SSET RD 8.06 KW P-V ARRAY yPART TO OTHERS OUTSIDE THE RECIPIENTS Mount Type CORGANIZATION, EXCEPT IN CONNECTION WITH BARNSTABLE, MA 02632 + TMK OWNER: Dries,Binding 2 Unit tl THE SALE AND USE OF THE RESPECTIVE, HanWha Q—Cells #Q.PRO G4/SC 260 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ARM: { PAGE NAME: SHEET: REV: DATE T: (65O)638 o1028 F:A(617 638-1029 52 PERMISSION OF SOLARCITY INC" GE SE6000A-USOOOSNR2 (508) 775-0841 PV 1 4 28 2015 COVER• SHEET / / (888)—SOL—CITY(765-2489) www.solarcity.com PITCH: 15 ARRAY PITCH:15 MP1 AZIMUTH: 165 ARRAY AZIMUTH: 165 OFESsj MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 15 ARRAY PITCH:15 MP2 AZIMUTH:215 ARRAY AZIMUTH:215 STAMPED AND SIGNED I MATERIAL: Comp Shingle STORY: 2 Stories ` FOR STRUCTURAL ONLY EXP 'R4 �� IF TEMPORARY PERMIT pG�ss MASSACHUSETTS 2015-004-PE �f {. c x (E)DRIVEWAY Digitally Signed by Paymon Eskandanian 2015.04.28 17:04:30 -07'00' LEGEND 0 (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO Front Of House ins & WARNING LABELS DC DISCONNECT & WARNING LABELS Inv;i D ; M) © AC DISCONNECT & WARNING LABELS L__-L © 0 DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS ® Lc LOAD CENTER& WARNING LABELS . 0 0 r I I O DEDICATED PV SYSTEM METER MP16 mpic 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR A STRUCTURE B STRUCTUR C — GATE/FENCE CHANGE CHANGE O HEAT PRODUCING VENTS ARE RED r� -I INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 3/32" = 1' W 01, 10, 21' CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: E S J —B 0 2 610 6 2 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE BAILEY, BRADLEY BAILEY RESIDENCE Regina Taurino ;So�arCi� , 1; ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 34 QUISSET RD 8.06 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLES BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES. 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (31) HanWha Q—Cells #Q.PRO G4/SC 260 SHEET. REV: DATE Marlborough,MA D1752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. INVFRIER SOLAREDGE SE6000A—US000SNR2 508 775-0841 SITE PLAN PV 3 4/28/2015 (888)-SOT.-CITY(765-2489) wwwsolarcity.com • STAMPED AND SIGNED FOR STRUCTURAL ONLY EXP,' Si S1 � � TEMPORARY PERMIT MASSACHUSETTS 2015-004—PE 11'-2" 0 11, Digitally Signed by Paymon (E) LBW (E) LBW Eskandanian 2015.04.28 7 7:0451 -07'00' SIDE VIEW OF MPIA NTS SIDE VIEW OF MP16 NTS A B MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MPIB X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE ,.64 24„ STAGGERED LANDSCAPE 64 24" STAGGERED • ° PORTRAIT 48" 19'i PORTRAIT 48" 19" RAFTER 2X8 @ 167'OC ROOF AZI 165 PITCH 15 STORIES: 2 RAFTER 2X8 @ 1- OC ROOF AZI 165 PITCH 15 STORIES: 2 ARRAY AZI 165 PITCH 15 ARRAY AZI 165 PITCH 15 Comp Shingle CJ• 2x6 @16" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE S1 ZEP LEVELING.FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY'SKIRT (6) HOLE. SEAL PILOT HOLE WITH (4) C(2)FPOLY URETHANE SEALANT. `ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. 11'-2" (E) COMP. SHINGLE (4) . PLACE MOUNT. (E) LBW (E) ROOF DECKING (2) i INSTALL LAG BOLT WITH SIDE VIEW OF MP1C NTS 5/16" DIA STAINLESS (5) FG(5) SEALING ASHER. C STEEL LAG BOLT LOWEST.MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) MP1C X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN) BOLT & WASHERS. a LANDSCAPE 64 24" STAGGERED (E) RAFTER. T n' , PORTRAIT_ 48" 19" ROOF AZI 165 PITCH 15 1 STANDOFF AI V DOFF I RAFTER 2X8 @ 16" OC ARRAY AZI 165 PITCH 15 STORIES: 2 i Scale: 1 1/2" = 1' Comp Shingle • CONFIDENTIAL- THE J B-0 2 610 6 2 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOTJBERUSED FOR THE ��NUMBER: l Regina TOUFInO �\`�� BAILEY, BRADLEY BAILEY RESIDENCE 9 ow-SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �•� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 34 QUISSET RD 8.06 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES:- BARNSTABLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (31) HOnWha Q—Cells #Q.PRO G4/SC 260 24 St. Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME S41EEL REV: DATE -Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: T: (650)638-1028 R (650)638-1029 soLAREDGE SE600oA—usOoosNR2 (508) 775-0841 STRUCTURAL VIEWS PV 4 4/28/2015 (888)—SOL—CITY(765-2489) www.solarcity.com { STAMPED AND SIGNED � QExp FOR STRUCTURAL ONLY , 4" pF IF 0 14'-4" 01TEMPORARY PERMIT MASSACHUSETTS 2015-004-PE (E) LBW D SIDE VIEW O�F �P2 NTs Digitally Signed by Paymon Eskandanian 2015.04.28 17:05:03 -07'00' MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 191, R ROOF AZI 215 PITCH 15 AFTER 2X10 @ 16" OC STORIES: 2 ARRAY AZI 215 PITCH 15 C.). 2x8 @16"OC Comp Shingle a— J B—0 2 610 6 2 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HERON JOB NUMBER: �\\!� � CONTAINED SHALL NOT BE USED FOR THE BAILEY, BRADLEY BAILEY RESIDENCE Regina Taurino „So�a�C�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: -. 1 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 34 QUISSET RD 8.06 KW PV ARRAY PART TO OTHERS OUTSIDE THE REGPIENTS MODULES- BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (31) Hanwha Q—Cells #Q.PRO G4/SC 260 SHEEP REV: DATE, Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAME T.- (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 (508) 775-0841 STRUCTURAL VIEWS PV 4 4/28/2015 (888)-SOL-CITY(765-2489) wwm.solarcity.aam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES' INVERTER SPECS _ MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:Murray Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE ##SE6000A-USOOOSNR LABEL: A -(31)Hanwha Q-Cells Q.PRO G4/SC 260 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43 949 139 Tie-In: Supply Side Connection Inverter; 6000W, 240V; 97.5%; w�Unifed Disco and ZB,RGM,AFCI PV Module; 260W, 236.5W PTC, 40mm, Blk Frame, MC4; ZEP, 600V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.77 Vpmax: 30.46 INV 3 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SolarCity E; 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER Inverter 1 FER .SWITC 6 Disconnect 4 A 1 5 SOLAREDGE DC- - - B 35A SE6000A-USOOOSNR2 Dc MP 2: 1x16 JA L1 2aov ---- ------------ -------- -- EGC------------------ B I L2 I - DC+ I I FROM N OG GENERATOR GND - ----=------="--------------------- _ - - - - EGC/ --- DC+ GEC TN DG �---- C -------MP 1: Ix _*J r----� GND -. EGC ---.----.- --- --- G (1)Conduit"Kit; 3/4` EMT TO 120/240V SINGLE PHASE UTILITY SERVICE TO MSP I I . I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP i OI (2)Ground Rod; 5/8' x 8', Copper B (1)CUTLER-HAMMER #DG222NRB /� A (1)SolarCity 4 STRING JUNCTION BOX, . « DC (2)ILSCO $IPC 4/0-#6 Disconnect; 60A,24OVac, Fusible, NEMA 3R A 2x2 STR�GS, UNFUSED, GROUNDED Insulation Piercing Connector, Main 4/0-4. Tap 6-14 -(1)CUTLER- AMMER /�DG100NB v S Ground leutral I it; 60-100A, General Duty(DG) PV (31)SOLAREDGER300-2NA4AZS SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE )CUTLER-HAMMER #DS16FK PowerBox.uptimIzer, 30OW, H4, DC to DC, ZEP AS SERVICE EQUIPMENT AND.SHALL BE RATED PER NEC. Class R Fuse Kit (1)AWG#s, Solid Bare Copper " -(2)FERRAZ SHAWMUT#TR35R PV BACKFEED OCP, n d Fuse; 35A, 25OV, Class IRKS_ -(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 #6, THWN-2, Black �(1)AWG #8, THWN-2, Black 1)AWG #10, THM-2, Black Voc*- =500 VDC Isc =15 ADC (2);AWG #10, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC © (1)AWG #6, THWN-2, Red _ O ls�(1)AWG #8, THWN-2, Red Ok(j)AWP (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=11 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1)AWG #10, THWN-2. White NEUTRAL Vmp =240 VAC Imp=25 AAC _ . . . . #10; THWN-2,.Green._,EGC . . , . . . . . . . . . . . . , , . . .-(1)AWG #6,,Solid Bare.Copper. GEC. . .-0)Conduit,'Kit;,3/47,EMT, , , , . , , . ,_-,(1)AWG #8,.Ti1WN-2,,Green _ , EGC/GEC {1)Conduit,Kit;,3/4".EMT. . . . . . . . . t (1)AWG#10, THWN-2, Black Voc* 500 VDC Isc =15, ADC (2)AWG #10, PY Wire, 600V, Black Voc* =500 VDC.Isc =15 ADC (1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=11.73 'ADC .O LJ (1)AWG #6,Solid Bare Copper" EGC Vmp =350 VDC Imp=11 ADC . . . . . . . . MAWG#10+TMWN-2,.Green, EGC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 610 6 2 0 0 CONTAINED SHALL NOT BE USED FOR THE BAILEY BRADLEY BAILEY RESIDENCE Regina TourinoT • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ,SO�a�C�t�/ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 34 QUISSET RD 8.06 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS �oouLEP ' BARNSTABLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH + St Martin Drive,Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (31) Hanwha. Q-Cells .#Q.PRO G4/SC 260 PAGE NAME SHEET: REV DATEMarlborough,MA Building Z SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. 650)638-1028 F: (650)638-1029 PERMISSION of soLARaTY INc. sOLAREDGE sEs000A=us000sriR2 (508) 775-0841 fi THREE LINE DIAGRAM PV 6 4/28/2oL-aTY(765-2489) wwwsalarcity.cam Label Location: Label Location: Label Location: (C)(CB) c (AC)(POI) o (DC)(INV) Per Code: _ Per Code: Per Code: o •-io o -e NEC 690.31.G.3 0o 0 0 - • NEC 690.17.E ° •o ° o- •o• '„'® NEC 690.35(F) Label Location: o :o e - o 0 0 • TO BE USED WHEN p p Q (DC) (INV) o•° ° o-• --o o ° -o s ° • .' INVERTERIS D O Per Code: ® UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: - o 0 0 °• -o ° (POI) -o - (DC) (INV) Per Code: Per Code: NEC 690.17.4; NEC 690.54 • •-° °o 0 0 -o - .o ° _ NEC 690.53 :o 0 0•� ° owl ° o- -o 0 0- o- @511am IM70 = A Label Location: @KRIM o (DC) (INV) _ Per Code: NEC 690.5(C) o- -o s ° Label Location: (POI) Per Code: NEC 690.64.B.4 - Label Location: io (DC) (CB) Per Code: MM Label Location: NEC 690.17(4) �QLN (D) (POI) Per Code: °.° a � ; o 0 0 • , IpD°tl,' I-oSCUE o e NEC 690.64.B.4 roya W101 _ ARM 0 00 -o ° o MM Label Location: �J (POI) _ Per Code: ° Label Location: NEC 690.64.B.7 o o• '�O O O �' (AC) (POI) 00 0 - o (AC): AC Disconnect D O Per Code: °° (C): Conduit NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center WROW41M Siguaw9k1ir Per Code: (M): Utility Meter rI NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `��o�j 3055 Clearview way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR MALL IT BE DISCLOSED San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set woo -SOL 0)6 (76S-2 89)w)638d029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE �� S0la I (888)-SOL-CIfY(765-2489)wwwsolarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° o D2909Ma KD 200-60 F Series ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS KHOCERa KD 200 60 P Series lm -Dimensions: 65.43in138.98inf1.8in KD240GX LPB KD245GX-LPB g - s 4 Q lengm/��/�9ht (1662mm)990mmi46mm) 1 Weight: 4631bs(21.Okg) CUTTING EDGE TECHNOLOGY — P 240 245 W As a pioneer with over 35 years in the solar energyMENEM industry,Kyocera demonstrates leadership in the vTD 29.8 29.8 V PACKAGING SPECIFICATIONS development of solar energy products.Kyocera's I 8.06 8 23 A Modules Per pallet 20 Kaizen Philosophy,commitment to continuous _ -^^T. 36.9 �. Pallets per 53'container. 36 improvement,is shown repeatedly achieving 36.9 P by P Y 9 �MENEM MENEM ' _ �____.�__-.__ _..,_ _ �__ �.�_._— `� Pallet box dimensions: 66.54inf39.76ink1724in world record cell efficiencies. — 8.59 8.91 A lengthAvdm/helgnt (1690mmi1010mmi1200mm) 'P. +5/-3 +5/-3 % Pallet box weight 1050lbs(480kg) QUALITY BUILT IN • UV stabilized,aesthetically pleasing blackNONE 0 " anodized frame = 49 - 45 r 8a" a , firs°sj • Supported by major mounting structure P,�,•, 172 176 W manufacturers _ __ . . _� _ 4A s 0.. CABLE W/ Vma ..... 26.7 .®. ..� 26.8 a V CONNECTOR H • Easily accessible grounding points on ,_ all four corners for fast installationNONE I� 6.45 6.58 A eE STABIUZER BAR • Proven junction box technology with 12 AWG v 33.7 33.7 V PV wire to work with transformerless inverters �"`- '--�-s""" .e1 6.95 - ' - 7.21 ~-. A R • Quality locking MC4 plug-in connectors to MENEM FrC 217.3 219.1 W provide safe and quick connections H RELIABLE MENEM (�. _ STABWZE0.BAR MENEM • Proven superior field performance -0.46 _ -OA6 %°C5) 1 Tight power tolerance Viol, .osz -0.52 %/-CILU l Only module manufacturer to pass rigorous / long-term testing performed by TUV Rheinland — � f 7 " V r -0.36 -0.36 F %/°C _ QUALIFICATIONS AND CERTIFICATIONS _ __060 _�T _ _ ._ epee Ling• A0 to+90 AO to+90 °C 1 To Rvl9Qe. UL Listing V` E QIGU.E173074 C E Registered to IS09001-2000o ENEC 2008 Compliant,UL 1703,ISO 9001,and ISO 14001 series Fuse Rating 15 AN .� - _ .. UL1703 Certified and Registered,UL Fire Safety Class C,CEC,FSEC VVIC.1101 Maximum Dc system Voltage 600 V 4 1n g NU Certified IEC61215 Ed 2 IEC61730 by JET , - - - - -�-- -- — �•^° I=I wt t Hailstone impact " l in(25mm)@ 51 mph.(23m/s) ExparMed View of Grounding Holes 'Frame Cross Section Diagrams -s[ n •Subject to simulator measurement uncertainty of+l-3% QUALIFIED FOR BUY AMERICAN KYOCERA reserves the right to moddy these Wc'ficationswithout notice. Manufactured in San Diego, California WARNIIC'.1e th11-11crion Legend NEC 200.8 COMPLIANT anu 6 n Rs z tirety p ror tp Available Upon Request • UL1703LISTED �L 11�/ �'hanGngmtaling8opemt- 6MOUNTINGHOLES 4DRAINAGEHOLES QDGROUNDSYMBOL ' 9. 01 in9Kyo .S larmnAules. .35in(9mm) .35In(9mm). CERTIFIED IEC61215 ED2 IEC61730 BY JET isD9am-2d°d 121511 OUR VALUED PARTNER a W • - !n Next-Level PV Mounting Technology SolarGty ®pSolar Next-Level PV Mounting Technology iSolarCity I ®pSolar Zep System components for composition shingle roofs - ..Up-roof f Ground Zep .. < Interlock (Key side sh x) .. - leveling Foot � - � Zep Compatible PV Module Zep Groove - Roof Attachment Array Skirt _- - - Description = '- ti , r % v PV mounting solution for composition shingle roofs �pCGMpWw Works with all Zep Compatible Modules Rl - • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond V� LISTED Comp Mount Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, - Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 • Designed for pitched roofs Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 .w Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolaccom zepsolaccom Listed to LIL 2703 This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 - 12 22 14 ZS for Comp Shingle Cutsheet Rev02.pdf Page: 2 of 2 t. solar,=oo 1 solar 0 o SolarEdge Power Optimizer Oa C Module Add-On for North America P300 / P350 / P400 ' SolarEdge.Power Optimizer g Module Add-On For North America a P3DD P350 P400 (for 60-cell PV (for 72-cell P1 (for 96-cell PV modules) modules) modules). - )INPUTV; P300 / P350 / P400 Rated Input DC.Power" .. 300 350 400 W - ..... ..... Absolute Mawmum Input Voltage(Voc a[lowest temperature) ..........48........................60... .... Vdc ......... ......... .......... ......,............ ...... .... .'MPPT Operating Range - 8..48 _ 8 60 ,•.. ,8 80..... 'Vdc.,._ .. - Maximum Short Circuit{urrent(is... 10 ... Adc Mawmum DC Input Current 12.6 Adc Maximum EffiaencY, % " '-a.. Weighted Effiaen[y .... ..............9.8.8. ..... ....... %...... Overvoltage Category _ II $OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) t Maximum Output Current ....... 15. ............. .......... Adc ... - .. ,. ................................. ................... ....... ............ .. Mc Maximum Output Voltage 60 Vdc - f [OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) [ - - Safety Output Voltage per Power Optimizer ^ r•.s. ISTANDARD COMPLIANCE FCC Part16 Class B,IEC61000 6 2,IEC61000-6-3 �.,�•"", A' Safety.... .......IEC62309-1.(dass II safety).UL1741................. ........... - RoHS - Yes .[INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage - 1000 Vdc :- - Dimensions(WxLx H) - . 141x 212x40.5/S.SSx8.34x1.59 mm/in- +_ Weight(including cables) 950/2.1 gr./. . - - Input Connector........ ........: ....... ............MC4./Amphenol./.Tyco .... Output Wire Type/Connector ........................................... Double.Insulated;Amphenol - - ' ...................................... ... ...............I........................... ............. ... ........... .. .. .. ' - .Output Wire Length.......... ...95/3.0 .. ...: ... ... ..1.2/3.9.. ... O eratin Tem erature Ran e - 40-+85/-40-+185 .C% Protection Rating........................................................... .......................IP65/,NEMA4...:.......................... ............. .. Relative Humidity 0-100 % "rcd M oo.," —.1—r„p ro"s%o—nom,���c:nowee. . PV SYSTEM DESIGN USING A SOLAREDGE :. THREE PHASE THREE PHASE . INVERTER • . , .„ SINGLE PHASEx »..... 208V .480V °s PV power optimization at the module-level Minimum String Length(Powero timizers .................. .... . ..................................... ............ a 10 is .:..... .... ... :..... ..... .... .... Up to 25%more energy _ Maximum String Length(Power Optimizers) - 25 25 50 ................................ ... Maximum Power per. ring ............................. 5250 6000 12750 W Superior efficiency(99.5%) ......... ..g...... r String...�. ... .. ... ... .. ... ... 000 ......750....... . ....... Parallel S.trin s of Different Len hs or Orientations Yes Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading "" "' """' """"' """" "' """""""""""""""""""""" "'"' "'" "' """"""' Flexible system design for maximum space utilization - - - Fast installation with a single bolt • - - - 7. W, Next generation maintenance with module-level monitoring - - Module-level voltage shutdown for installer and firefighter safety - - - USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA wwW.SOlaredge.us �, solar=oo Single Phase Inverters for North America O Ie O O Q SE3000A-US/SE3800A-US/SE5nnnA-US/SEfinnnA-IIS/ u�`..� SE7600A-US/SE10000A-US/SE11400A US �,.. . SE3000A-US SE380OA-US I SESOOOA-US I SE6000A-US SE760OA-US I SE10000A-US I SE1140OA-US OUTPUT Inverters 9980 @ 208V Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA SOIarEdge Single Phase 199°°@29V ' - 5400 @ 208V 10800 @ 208V • Max.AC Power Output 3300 4150 6000 _ 8350 12000 VA ForNorth America ........................................... ................ . 545o@z40Y.................. .................io9so@zaov. ............................. AC Output Voltage Min:Nom:Max.* _ SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ACOutp8 Voltage .. ........ AC Output Voltage Min:Nom:Max.* SE760OA-US/SE1000OA-US/SE1140OA-US 211-24°-264Va AC Frequency Min._Nom:Max:*....... ................ ...............593,.60,_60:5(withHl country setting5760 60:5).:............ .....................H?_..,. - p za @ zosv as @ 2oav . . . . ....... ...... . ......I...... ......I I 2 @ 240VI 47.5 AMax Continuous Output Current 125 16 25 32 421@ 240V I ... . ...... . ..... .... _ 1 .............................. ..A..... Utility Monitoring,Islanding Protection,Country Configurable Yes . INPUT Recommended Max.DC Power** d E 4ests - 3750 4750 6250 7500 9500 12400 14250 IN 3��WaRantY�; (src1.................................... .............................................. .................................. .... ......... .... ..... Transformer less,Ungrounded ...Yes................:................ ..... ..... :.w....- w:r:•.«•, �allah�\,a • . . ...................................... ..................... .. 500 Vdc ............................. ...................:.................................................................................................................. f � Nom DC Input Voltage 325 @ 208V/350 @ 240V Vdc ...................................... ...............Y ................................ ......... 4 - 16.5 @ 208V 33 @ 208V - - Max.Input Current*** 9.5 13 18 23 34.5 Adc 15.5 @ 240V 30.5 @ 240V I............ .. ..........L ... .... ..... . . . .... .. .L....... ....... . ................ ........... Max.Input Short Circuit Current 30 45 Adc .... :.In........q. ir uill:C............. ..................... .............I.................. ................................................................. e g - Reverse Polarity Protection Yes Ground.F#!Isolation Detection 600knSensitivity ,. Maximum InverterEffitiency ..,.97.7. ,,.98.2.., ..983, •..983._. ....98..... .....98...... .....98_..... °k._,.. .......................... .......... . ..... .. ..... .. ... ... .. —- -" - 7 5 @ 208V 97 @ 208V I� CEC Weighted Efficiency 97.5 ( 98 98 @ 240V 97.5 97.5 .. ...97.5 @ 240V,.......97.5. % - ........................................... ................ ......:........9.............................. .. ..... ...... ................. Nighttime Power Consumption <2.5 - <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485 RS232 Ethernet,ZigBee(optional) - • . . ........................................ ............................................ ................... ..... .. ......... . . .... .... .... R _ - Optional Revenue Grade Data,ANSI C12.1 1 I STANDARD COMPLIANCE _ _ i• "� _y.,w.^'_ �t �`` � - - - SafetY.,. � UL3741 UL16998 UL3998,CSA 22.2 - �.t Grid Connection Standards IEEE1547 - - �. ...rid C-nn-ec.-onS..................... ................... ......... .................................. ...... ............ ..................... -' _ - Emissions - FCC part15 class B - ( y INSTALLATION SPECIFICATIONS output conduit size/AWG range 3/4".minimum/24 6 AWG ..........3/4"minimum/83 AWG........... ......... -- -'•"` DC input conduit size/N of strings/ AWG ran a 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG ...........&.............................. ........................... • _ - :_:_.. ._ ? Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ 30.5 x 12.5 x 10.5/775 x 315 x 260 In/ - , Switch(HxWxD 775 x 315 x 172 775 x 315 x 191 min Weight with AC/DC Safety Switch...... ..........51.2/.23?..................... ........... ....................1 8.4/40.1......................Ili/.kg... . . Cooling Natural Convection er Fans usre laceable The best choice for SolarEd a enabled systems "O15e " 25 _.,...__<so....................... deA.... . ..................:....... ........................... g y - Min.Max.OperatingTemperature ,*** Integrated arc.fault protection(Type 1)for NEC 2011 690.11 compliance Range -13to+140/ 25to+60(CAN version -40to+60) F/'c .......................... ................................................................................. ............. Superior efficiency(98%) Protection Rating NEMA 3R ...settings.................... Su............................................................................................. -For other regional seMngs please contact SolarEdge pport. — Small,lightweight and easy to install on provided bracket --Limited to 125%for locations where the yeartyaverage high temperature is above77'F/25•C and to 135%for locations where it is below 77'F/25'C. For detailed information,refer to htto//wwwsolaredeeus/files/odfs/inverter do oversizing colde.odf — BUilt-in module-level monitoring - _ - - - •.•Ahgher current source may be used;the inverter will limit its input current to the values stated. ••CAN P/Ns are eligible for the Ontario FIT and m cmFIT(microFIT exc 5E11400A-US-CAN). Internet connection through Ethernet or Wireless f Outdoor and indoor installation — Fixed voltage inverter,OC/AC conversion only j Pre-assembled AC/DC Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 I d slmscsc USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us r Format 65.7 in x 39.4 in x 1.57 in(including frame) 0670 mm x 1000 mm x 40 mm) e ) Weight 44.09 lb(20.0 kg) _ Frord Cover 0 13 m(3.2 mm)thermally pre-stressed glass with anti-reflection technology Back Cover Composite film Frame Black anodized 7_EP compatible frame _,.....- ••"A�.-r"'�� .°, ,� Cell 6 x 10 polycrystalline solar cells ` Junction box Protection class IP67,with bypass diodes =�.w•.,ort.,.a °""' Cable 4 coma Solar cable;(+)a47.24 in(1200 mm),(-)a47.24 in 0200 mm) .n,�� - o„•a, ((.�,�F .,_...-•-� .Connector MC4 UP 68)or H4(IP68) _. ,M:v,.m I'© Iw'�•^^' i PERFORMANCE AT STANDARD TEST CONDITIONS(STC:.1000 W/m',25•C,AM 1.5G SPECTRUM)' POWER CLASS(+5W/-0W) IWl 255 260 265 Nominal Power Pf°° [W] 255 - 260 265 ' • 1 II / • ' ' Short Circuit Current I,r - [A) 9.07 - 9.15 9.23 . Wq Dpen Circuit Voltage V,, fill -37.54 37.77 38.01 Current at P_ I„w [A] 8.45 8.53 8.62 , . . _ Voltage at P_ V_ IV] 30.18 30.46 30.75 ' The new Q,PRO•G4/5C is the reliable evergreen for all applications,with Efficiency -- - - . iency(Nominal Power) 9 [%1 :z 15.3 a 15:6 a 15.9 r a black Zep Compatiblelm frame .design for improved aesthetics, opti- PERFORMANCE AT NORMAL OPERATINGCELL TEMPERATURE(NOCT 600 W/m245 i3C AM 1.5G SPECTRUM)2 ,:w.. 'x - I CLA POWER SS(+SW/-0W) [Wl 255 260 265°. mized material usage and increased safety:The 4Ih solar module genera- __ _ tion from Q CELLS has been optimised across the board: improved output Nominal Power P_ [W) 188.3 192.0 195.7 P p Short Circuit Current I,r [A] 7.31 7.38 7.44 yield,higher operating reliability and durability,quicker installation and Open circuit Voltage V°� IV] 34.95 35.16 35.38; mare:intelligentdesign. Current I .._ _.w _ _ [A] 6.61 6.68 6.75 -- ` Voltage at P,v, _ V_ _ fill - 28.48 28.75 29.01 . 'Measurement tolerances STC:x3%(Pm„);t 10%(Ix,VQ,I_V_) 'Mea_suremenLlolerantes NOCL x 5%(Pm„);x 10%(I Vim,Iq�,Vim) t INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY O CELLS PERFORMANCE WARRANTY -, y' PERFORMANCE AT LAW IRRADIANCE •Maximum yields with excellent.low-light •Reduction of light reflection by 50%, F X n At least 97%of nominal power during K �'^''^w°^"° first year.Thereafter max.0.6%de ra- and temperature behaviour. plus long-term corrosion resistance due s W „„,.. �m r g - -- - � - t IY�>: --- - ----------- cation per year. ' i - •Certified fully resistant to level 5.salt fog to hightlLiality (� At least 92%of nominal power after a __ •Sol Gel roller coating processing. t--m 10 vedfS' ENDURING HIGH PERfORMANCE. At least 83%of nominal power after c.w 25 years. - •Long-term Yield Security due to Anti EXTENDED WARRANTIES .` All data within measurement tolerances. m ,aa em mn .o00 I Full warranties in accordance with the PID Technology',Hat-Spot Protect, •Investment security due to 12-year a warranty terms of the 0CELLS sales ImuouecElw/m9 organisation of your respective country. and Traceable Quality Tra.Q7N. product warranty and 25-year linear �+ The typical change in module efficiency at an irradiance of 200 W/m2 in relation • •Long-term stability due to VDE Quality performance warrantyz.� •..,,, ="'tia sa... •' se Am - to 1000 W/m2(both at 25"C and AM 1.5G spectrum)is-2%(relative). 4 I, Tested-the strictest test program. _ TEMPERATURE COEFFICIENTS(AT 1000W/M,25-C,AM t.56 SPECTRUM) ," „�, '• - ' ,_J •' - `ocats _ Temperature Coefficient of 15G a. [%/K]� +0.04 Temperature CoeMicient of V.- p [%/K] - - -0.30 a - SAFE ELECTRONICS `TOP BRAha PV Temperature Coefficient of P1eP Y [q/K] -0.41 NOCT [°FJ 113 s 5.4r(45 t 3°C) •Protection against short circuits and thermally induced power losses due to 2014 r3 Maximum system voltage V,,, IV] 1000 II EC)/600(uu safety class n d breathable junction box and welded Maximum Series Fuse Rating [A DC] 20 Fire Rating C/TYPE 1 e I Max Load(ULY [Ibs/ft21 50(2400 Pa) Permitted module temperature -40°F up to+185`F cables. on continuous duty (-40°C up to+85°C) • O, Phnlnn, ! Load Rating(ULY [Ibs/ft2l 50(2400 Pa) 2 see installation manual _ Quality Teotdtl orxus ! 1 1 •' 1 1 , r^ 9 z .. o s�a...w'+an -.WxrrooOid�2dt3 - UL 1703;VDE Quality Tested;CC-complianh, Number OI Modules per Pallet 25 . IEC 61215(Ed.2);EC 61730(Ed.1)application class A Number of Pallets per 53'Contahler 32 - THE•.IDEAL SOLUTION FOR: to,40032587 �Q%Pxr, _ W °�„ Number of Pallets per 40'Container 26 Roaltop arrays on �/ l/Ae ®residential buildings - - GpM 0 D E C 'C• ,cVus •OW Pallet Dimensions(L x W x H) 68.5 in x 44.Sin x 46.0 in - N� �� eow,vn� (1740 x 1130x 1170 mm) • / Pallet Weight. •. 1254 lb(569 kg) o ' 3 ' APT test conditions:Fells at•lOgOV dill5t Oundrd,with conductive metal toil covered module surface. Fq 0v NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of - 25°C.168h K°OMPP� I. this product.Warranty void if non-LEP-certified hardware is attached to groove in module frame. ' See data sheet on may for further information. - Hanwha B CELLS USA Corp. 8001 Irvine Center Drive,suite 1250,Irvine CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL q-cells-usa®q-cells.com I WEB www.q-cells.us OCELLS - OCELLS Engineered in Germany Engineered in Germany ^� _. Y ,/� ' .. �6J\ _ `J `— J :� � .. s w .w... d i - 1 I 1 f � i � l I _ _ � i _ 4 is I r- - 1 , t LJ w. _ - -- - - _- 4 F--kO-NT---E L 1-0-T-10-N ASPHALT_ 'I� I.fit y j-�-5---- - - J 1 L_ 47— / ` @ I - x -1 jr- _ _Y J I I L —r-r--r _�_-r-1 - i - L �A4 T. KEk ELEVATION -1- VA A E-Ez-cv-A-y-- F .I � { r + ✓ :T I i-T r Y � AL t }.T-1 711- t ! f 1 —T CI > I f f .t r T I t -47- C � L EF _ A LE V. : n� � - I tf, V _-�01-rlON TO r OF �iR• & r� s 1?�KkbLEY '. 5A\i LEY APPROVED BY: / DRAWN BY SCALE: r z.E•--Cl ?� DATE: Z&AIP#, al E LE V NT 10 N S DRAWING NUMBER 71 �, _ Gh iwtrtip- I1 I + Cq,siwit r eh-AtWET o - 4 X Iq Q I - CcRb f,, t, f �l ! 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