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Home My WebLink About0147 WILLOW STREET l y'7 w ; 11 o w S4 . 0 uu ago UPC 12543 Now , HASTINGS. UN a 7 1 i 7 { f =9 !n� a V 1 i o a 1 i j I :1 I t ]t 3 yj+ f r� i 1 1 5� Al, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION '; c Map Parcel b\D Application# Health Division Date Issued Conservation Division Application Fee S d Planning Dept. Permit Fee /,3 0 - Sn Date Definitive Plan Approved by Planning Board tfG Historic - OKH _ Preservation/ Hyannis R' Project Street Address KID Village Owner IP_Ati_Q_-qV -NA i n Address Telephone d-A-1a. 4 C o Permit Request �ns,fa Xk ,4( r L w f cs_� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed.. Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ,(X`1 Construction Type �< Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: 6dYes ❑ No On Old King's Highway: U,<es ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing o-'d/coal stove: Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn`.)® existing- ❑ new size_ Attached garage: ❑ existing ❑ new size —Shed: ❑ existing ❑ new size _ Other-: :1: cn Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# rn Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name SbU_c— Telephone Number Address License # I(�3(031 A . M 14 Da 5A..P Home Improvement Contractor# ) Email �G.t rj.L. � � �,t-�,So&rKe C"s Worker's Compensation # SWiaCC clu.)(AS CPI ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECpT WILL BE TAKEN TO q SIGNATURE DATE `2I I FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ? FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH- FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING -DATE CLOSED OUT ASSOCIATION PLAN NO. a ACORN 7TJE (MMIODIYYYY) `� CERTIFICATE OF LIABILITY INSURANCE /2/201s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Barbara Hayden NAME: Y DITTMAR AGENCY PHONENo, (732)462-2343 AX No; (732)780-8414 AJIL 78 Court Street EDDRESS: y AD DR baha den@ dittmarinsurance.com P.O. BOX 1180 INSURERS AFFORDING COVERAGE NAIC# Freehold NJ 07728 INSURER A:HDI-Gerling America Insurance Co. INSURED INSURERB:Llo d'S London Trinity Heating & Air Inc., DBA: Trinity Solar INSURERC:North River Insureance Co. BPTP Future Holdings, LLC INSURERD: 2211 Allenwood Road INSURER E: Wall Twp NJ 07719 INSURERF: COVERAGES CERTIFICATE NUMBER:2015-16 Liab Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD MMIDD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 A CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED 500,000 PREMISES Ea occurrence $ EGGCC000065615 11/1/2015 11/1/2016 MED EXP(Any one person) S PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 X POLICY❑JET LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: Employee Benefits S 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 2,000,000 Ea accident A X ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED EAGCC00006571S 11/1/2015 11/1/2016 BODILY INJURY(Per accident) S AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident PIP-Extended S 8,000 A UMBRELLA LIAB OCCUR EXAGC000065615 11/1/2015 11/1/2016 EACH OCCURRENCE S 3,000,000 C EXCESS LIAB CLAIMSMADE AGGREGATE $ 3,000,000 DED I I RETENTION S 5227985133 11/1/2015 11/1/2016 Limit of$3,000,000 $ 21,000,000 WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) EWGCC000056515 11/1/2015 11/1/2016 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT S 1,000,000 B Errors & Otnissions PGIARK0201403 5/30/2015 5/30/2016 Per Occurrence $2,000,000 Pollution Liability Aggregate $2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Trinity Heating & Air, Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 20 Patterson Brook Road ACCORDANCE WITH THE POLICY PROVISIONS. Wareham, MA 02571 AUTHORIZED REPRESENTATIVE Barbara Havden/B-AH — ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) [ N The Commonwealth of iNassachuselts r Department of IndustrialAccidents a I Congress Street,Suite 100 Roston,AIA 02114-2017 wwminass.gov/difr Workers'Compensation insurance Affidavit:Builders/C.ontractors/Electricinns/Pluutbers, TO BE FILED R'lTH TiTF,[uourrm MTHORITY. Applicant lnformatton Yleasc Print Lceihly Name(Busirtess/Orgunizattoiulndividual): Trinity Solar Address: 2211 Allenwood Road City/State/Zip: Wall, NJ 07719 Phone#: 732-780-3779 Are you au employer?Check the appropriate box: Type of project(required): LVI am a employer wwilh 300 employees(full and/or part-time). 7. ❑New construction 2.E]1 am a sole proprietor or partnership and have no employees working for are bt $- Remodeling any capacity.[No workers'comp.insurance required.l 9. Demolition I am a homeowner doing all work myseLt[No workers'comp.insurance required.]t ❑ 10 Q Building addition 4.❑1 am a homeowner and will be hiring contractors to conduct at)work on my property. twill ensure that all contractors either have workers'compensation insurance or are sole I t VElectrical repairs or additions puoprietors with no employees. lZ.E]Plumbing repairs or additions 5.Q i am a general contractor and 1 have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These subcontractors have employees and have workers'comp.insurance.= 6.Q we are a corporation and its officers have exercised their right of exemption per NIGL C. 14.Q Other 152,§I(4),and two have no employees,fNo workers'comp.insurance required.) *Any applicant that checks box p I must also fill out the section below showing[heir workers'compensation policy information. t Homeowners who subatit this affidavit indicating they are doing all work and then hire outside contractors must submit a new allidavil indicating such. lContractors that check this box oust attached an additional sheet showing the name of the subcontractors and slate whether or not those entities have employees_ if the subcontractors have employees,[hey most provide their workers'comp.policy number. I ant an employer that Is providing workers'compensation insarance for my employees. Below is the policy and job site ` information. Insurance Company Nawe:_The Dittmar Agency Policy h or Self-ins,Lie,#: FVVC,( ('0( nn6.561.5 Expiration Date: 1 1/1/1 6 Job Site Address: City/State/Zip: _ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required tinder MGL c. 152,§25A is a criminal violation Punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of investigations of the DiA for insurance coverage verification. I do hereby certi y under the pains andpenallies of pgrjury.that the information provided above is true and correct. Immure: _ Date: Phone#: Official use only. Do not write In this area,to be completed by city or town official. City or Town: Permit/License 6 Issuing Authority(circle one): I.Board of Health 2.Building Department 3.Cityfl'own Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: T-r. li G' � 'G t✓"�•�c�CRJ/'flll�jP( � Office of Consumer Affairs 4d Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 170355 Type: Supplement Card TRINITY HEATING & AIR, INC. Expiration: 10/12/2017 GREGG. LAGASSE 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM, MA 02576 Update Address and return card.Ntark reason for change. SCA 1 <; 20M-05n 1 j� Address J Renewal 0 Employment Lost Card �Tonr,.maruoexi/./�o�'d Cluauc/rtsello #R,e e of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation gistration: 170355 Type: 10 Park Plaza-Suite 5170 Expiration: 10/12/2017 Supplement Card Boston,MA 02116 TRINITY HEATING&AIR,INC. GREGG LACASSE 20 PAlTERSON BROOK ROAD U --- ��5��WAREHAM,MA 02576 undersecretary N va tth" tit si attire r I i AL Massachusetts Department of Public Safety o- Board of Building Regulations and Standards License: CS-103631 Construction Supervisor GREGG LACASSE- 14 PINE ISLAND RDA MATTAPMETT MA,s 3 ( ; >Expiratioii: Co,mrrii"ss�onen W3.612017 Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: 10/31/15 I, Kenneth Agin ,do hereby grant Trinity Solar the right to sign on (Homeowners ome) my behalf in all matters regarding the permit applications through the township of West Barnstable for the installation of solar panels and all other (Municipality) related work on my property at 147 WHIOw Street . Please accept this (Street Address) document,with full signature,in place of all application signatures. Furthermore,should there be any issues or discrepancies with the paperwork, please contact Danielle Devito at Trinity Solar, 732-780-3779 ext. 9044 or danielle.devito@trinitysolarsystems.com. Sincerely, 147 Willow Street Homeowner's_Signature,) Street Address Kenneth Agin W. Barnstable MA 02668 Print name City,State,Zip Code 508-362-4845 Phone Number I r Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President November 18,2015 West Barnstable Building Department West Barnstable, MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing is true 2x6 at 24" o.c.with V-10"span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load(modules plus all mounting hardware) • 18 psf snow live load(30 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Kenneth Agin, 147 Willow St.West Barnstable, MA This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/ IRC 2009,2011 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64"o.c.span along the rail between mounting brackets and secured using 5116"x 3%" length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more.Slide the 3,8-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering Co., LLC H OF A4q S Richard ,,,Gordon�P.E. �� S1O Massachusetts P.Ep License No.49993 �° N MECHANICAL ENGINEERING RICHARD B. o GORDON CIVIL ENGINEERING U MECHANICAL. Cn ELECTRICAL ENGINEERING NO.49993 0 �O TER�v �2 NAL ENG INSTALLATION OF NEW ROOF MOUNTED WILLOW STREET. 5.46 kW PV SYSTEM "'"V 147 WILLOW STREET WEST BARNSTABLE, MA 02668 S` `\ Issued/RevisioITS EVICINITY MAP SITE .0. JRDF.SCRIPIION DATE SCALE:NTS Project Title: AGIN.KENNETH TRINITY ACCT P:2015.70071 Pro AddAddross 147 WILLOW STREET WEST BARNSTABLE,MA 02668 GENERAL NOTES GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED ASHRE`AALIONSCONTINUED SHEET INDEX lB JUNCTION BOA PV-1 COVER SHEET W!SITE INFO&NOTES Drar7iD TIIIB: 1.HTH tSPNSTp.LLE FOR COTALLIN ALL 0, THEOC VOLTAGE SEN AT THHEPPNELS IS 14, BJ CURRECOMPANY SPEC FICATIO UTILITY ACMfl. THOUSANDC1 OULAP.MILS COUlt't ENTA DFOLLIALLING ALL DISCONNECT ENCLOSURE THE N COMEEAFE SFECIFICATIONS. AVA KILUVULTPMPERE PROPOSED 5.4GKW DWI>MENT AND FNG111U NONS DISCONNECTENCLOSUREANDTIIEW IS SET oRDS,AND REQUIREMENTS My itIL0WAT PV-Z ROOF PLAN W!MODULE LOCATIONS DIRECTIONS AND INSTRUCIh]NS GAtlU HI OFTHEDNPERSO DURIt1G IS MIS SET OF FLPJIS HAVE BEEN IIVH I(ILL1LVATI HOUR PV-3 ELEVATION SOLAR SYSTEM CONIAINED IN THE DRAWING 1•AI.HAi:E ANU DAYUGH'I NOVPS.ALI.PERSONS PREPARED FOR THE PURPOSE OF L LINE INFORATATION RECER'ED'Rom TRINHY. WORKING ON OR INVOLVED WITH THE MUNICIPALANDA06ACY REVIEW AND Mali MAIN NIkI'AIIT BI:SANER 2.'I HE E4STALLAI'ION CNITkACTUP.IU PFpTOVOLTAIC SYSTEM ARE WARNED APFROVAL.MIS SET'OF PWIS SH.^LL MUI• MAIN DISTP.IF•IlnrrN PANEL PV-4 PANEL LOCATION OMWIn Information RrSPONSISLE FOR IC";TALLING ALL THAT THE SOLAR MOOULESAPE IMISEUTILCEDA.SCONSTRUCTION NLO MAIN)l"RNLY G URA.vING nAT[: ]J25/2016 EQUIPMENT AND F,LU—NI;ALL EIIERc4ZEDYVHEHEVM THEY ARE OrUWINIGS UNTIL REVISED TO INDICATE MIU MiIIINTED PV-5 ELECTRICAL 3 LINE DIAGRAM OIRECTIOH9 ANN IN!JTN'JIII.TMNJ 1:11MAlNEV EAPOSED TO LIGHT, 'ISSUED FOR CONSTRUCTION. MII All IIIIrEv OHAWN UT K IN IHE IJ IMITEIE I•IANLIAL. 11. .ALL PORTIONS OF THIS s0LAP IS ALLINFORMATC4 SIIOW7I I.IU:.T FIE BCl45EDBYl UA10. 1.THE INSTALLATIN,;ONTACTC,R IS. PIIOIO`JOLTAIC SYSTEM SHALL Be CER'I IFIEO PRIOP TO USE FOR N IT`A RE:.:FYJ.W-IBLE FOP.KEACRNG.AND MARRED CLEARLY IN ACCORDANCE W'ml CONSTRUCTION ACTIVITIES. NET: IN Ni`TIONAL ELEL`TWCAL CODE TIN UNUEF:;:1'AJILIINII ALL OKAI'lINNS, TIIE N'Al K7N.At ELECTRIC CAGE ARTICLE NIU IMIJT:— NIIR NIIMDER System lnformatiom I:,ILth PENT ANDIM'DRTER MMIIIAL'J 590. NT.I NOI T7 sl.'LLE TOTAL SYSTEM SIZE. 5.46LW PRII riI NIIN;:TALIATIi�N.TII:IN:.TALLATIUN 11,, PRIOR TO THE INSTALLATION OF THIS ADBRENATptl9 CGNIP`.TOR I::ALSb REvIJIREU TO HAVE RHO I OVOLTAM SYST EM,THEh. rIVER':IIHRENI PIt!nEC[ION TOTAL MODULE COUNTI 2T A AMPERE ALL S TIo ANU FUSESF FIEVEV I IEY',FF INSTALLATION CONTULTIORfi MEETING AC ALTERNATING WRPEM F {j LL IAnWLCS USED' TIARA 260 T SITIUNANII—I R LI FUIE F•F:EAREG ATTEND REVIEW INSTALLATION PB F ILLHUK THE INSTALLLI12W IF ALL FU`.E'.SEMUN(, FOR THE REVID'N OF THE MSTALUNOI ALUMINUM PVC HH41:E IMIWLCOMPAN T1At•CILIKE5.03 sVSTEMCI'JMFUNENP. PROCEDURES,SCHEDULES.SAFE IY AND N' It.FRAME NW vOWE;;INYL,;HLC,RI:IE CONGUT UIUTI LOMPAMI 1451EVElIB15 UEC N'F ABOVE FINISHED WADS P'l1R I ULVDR <.UNGE TIIE PMOICIYOLTPI,.MUWLE.:ARE COOPDINATIOJ. KU ABOVE FINISHED GRADE UT'r, UTLIIV ACCfq IASt i15 W]6 ILgNTI l Y CONT ISO,IR SHOU.ALLATIUN 11. P INSTALLATION SYSTEM STAR SHA THE C, CONDUIT(GE E RICTIE SOS A:IGID I:ALVAIZEO:;TLEI DEAL AIEE: tlI ]lULA1) ONE ELECTRIC.- HASATTINIUEll f.{. INSTALL AIPERFOMING TOR S HALL C CONDUIT(G[NEkIC TERM OF ONE F,LECTRICIAN lLT1U 11A5 ATTFNDEIIA G895I IN PERFORMING ALL INIIKL J5 511,I C,*,UARAL DEAL TYPE: ORE SULAR PHOIOV LTA!CUNSTALLATt011 HARDA•ARE ONECKSALDCC WIRINLl RPCEIVAV,PROVIDE AS JSWBD SWITCXI:UAKII •:Vl1k5E Utl SIZE. CONDUCTMIIY CHECKS. -PECIFIEW TYP TYPICAL b.FOR WIFTY',IT IS RECONAIENDED BY TIE 1.. FOR TIE PROPER MAII1tNC.NCE AND OB COMUIIT Be. II.O.1. WEARUNLIESSOTHERNT;>E INDICATED DOF MMNUFPCLIIRETHAI TIIE INSTALI./,IICN ISOLATIONOFTHE'-CRTS REFER TO CY.1' CIRCUS \VP TF.kN&ER ER CRE\1'ALtS•A'ISH4VD A MINIAIUMOFTYlU IHEISOLATIOII IpOCEOIAESINIHE CT CUPPENT TR.WuFORMEH -71 M UNTGRMER .. PERSONS IAl RKIA'G T+]OETHER ANC,THAT OF:PAIION MANUAL OL CREPT •T.' 0 ABOVE, BOVE FINISHED FLOOR RcY.No. Sh001 EACH OF THE INSTALLATION CREW 13. THE LOLAIIUN OF PROPUSCOELECINIC a' DIRECT CURRENT OF ABO✓<FINISNEU FLOOR OR MCIASER.S BE TRAINED III FIRGTAIDAND .AND TELEPHONE U TIUTIESARE SUBJECT' 0110 DISCONNECT SIYITCII GRADE CPR, TO FINAL APPROVAL OF THE OS'IG ELECTDRAWIRICAL ER 0.TH15 SOLAR PHOTOVOLTAIC SYSTEM IS TO APPROPRIATE UTTLRT COMPANIES me EC ELECTRICAL SYSTEM TUUI G HE INSTAI.LED FOILO'.CTNG TIE OANERS. FAIT ELECTRICAL METALLIC TU0ING CC M ENTONS OF THE NATIONAL ELECTP.K' IA. ALL LIATEFULS,WORK,ALA.NSHIP AND F$ FUSIBLESNIICH CODE..AFIY LOCH.COVE WTII,.H MAY CONSTRUCTION FOR THE SHE FU FUSE SUPERSEDE 111F.NEC SHALL L'i,VERN. IMPPOL'EMENTS SHOWN HEREIN SHALL ON GROUND 7.ALL SYSTEM COMPONENTS TO PE BE I N ACCORDANCE WI I H: Girl GROUND FAULT(CYCLES RER INS'PALLED A I I H THIU`YSTEM.AE T,I BE 0 CURP.ENTRPEV.MUN MVNICIFAL 112 SECFR OND) (CYCLES PER 'UL'LISTED.ALL I'll II-I:NT NILLBENEMA ANO'OPCOUNIY SPECIFIFA TIONS, SECONW 9H QUTDOOH fU.IED IINLE':IINIUV IK'•. STANDARDS AND REQUIREMENTS tip a GENERAL NUIES '$0 , IF.till IEDUR.AWIW:IN MARXEDWIM NEVI:Al-N-ARACTEP OTHER I HAN'A',PLEASF:SCA.OVISEDTHAI FINALEOUIPMENT'ANDAGI: STEM I;IIAkAt'.tEItI::TL:v AF:E!;U JE-:TTO-3HANI:E DUE TOAVAIIASUTY OF EOUIPMENT, 2ZI.Al—d Rntd R7179119TR lx.Jl NeV'InleyOnly ++.w lnnnySVla,.tam .7'•2' NEW RV 60LAR 1.DONE T YPICAL PANEL OLAM ::�H—let,FLARM E NUT ' I.REFER TO ECICI-ENT SCHEDULE iyFtv�c+nl[analerAa:a HEX MIT FOR SRECB AND QUANTITIES, w+uia NEW AIpUNTINGFOO—FTACHLIENT sGUk1.PiDULE ::l'A.N:Nt'AAILE Pp NTB.TYVI.AL (REFERTO ENC)NEERNG LETTER FOR GPACING -ID DETAILS, 'I-HEAD f:AP.SCRE'N NEW TOP 9LIOER,TYPICAL CLAMP ME TnP�:LRIERT (REFEPTOTHEQUICNRACr. 6�ITfa:IKAWRAI TuniR++AS •T's f:e..:wL+r.;n PPTxnc \; I:OOECOLIPLIRNLINSTALUT!ON QBL(K:IE GUOER iJl'El lVE1c.-11 4LTSHINGLE6 ' t:1AIlUAL FOR 6PECS AND 0ETA1L5) ra+.4nr4a .,¢u ualn,m rpi yryp u a4+FN4 SHIND AMA:SEALANT NEW END CUP,TYPIeAI s+' KIxrtS •vs�NW (PEFEP.TO THE DUCK RACK /? 1.00E-CO!.IPLIANT IIJSTA.LIATGN UAHUAL FOR SPECS AND DETAILED :{jIAP,MOULILES SHALL NOT �A' ,•\ NEW MOcuP,TYRCA EXCEED PEAT:HEIGHT. (REFER TO THE OUICN RACE CODE-CONRIUNT INSTALLM ION EXISTING RAFTER MANUAL FORSPECS AND DETAILS ATTACHMENT 8 CIJP DETAIL V MOOULEAATTACHMENT ON ASPHALT SHINGLE ROOF EIGHT FROM GROUND LEVEL TO PEAK OF ROOF BGLEI n0T'TO SCALE CALF.NOT TO SCALE 'rCN.E.TTOT TO SCALE FRONT Issued/Rovisions Ep M No, DESCRI-CIN DATE c - D Project Tide: w P AGIN.KI:NNET'H Z - TRINITY ACCT 0:2DI5-70071 DC J Ar Pra oct AddrOss" F.— 147 WILLOW STREET N - WEST BARNSTABLE,MA 02668 W a Drawing TBIB: O ® PROPOSED SABKW a ® .SOLAR SYSTEM Orewln Inferm&tion ' �C�'uSdaxi31� . . REVISED Bv: I DIAP System InfN orm IOTAL315TOA fEM orm CD 5AlV fi1 1014E MDDUIE EDDNf: 21 kt AIODIAESV5EDI ;`RNA 1w `{ Ell MODULE SPEC4I i%Llwp.5.w kkt UR1ITYCOMPAN1: EVEFs.0cE ® "[E VIl11I AFFI.ccl. 1.N 1500i0 UIIIJTY MITED 4: - 21010.1> TIDIEST DI:ALTYPF ORE I.I ALL EQUIPMENI SIFALL BE INSTALLED IIJ ACC•)ROANCE WITH THE MA.OUTDO R EU F`uE LLATIOPJ INSTRUCTIONS, BACK /1 1/ RCV.NO. SHUCI 11 ALLLOCA WN ARE APPRQYJtAFE ANDREOUI EFIEL VERIFICATION. NELFATION.:HATI2J0. H�3 {uf H•(V•-K ;.)ALL LOCATIONS ARE APPROXIMATE AND REOUIPE FIELD t'EPoFICAIIOu, 4) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY W ILL NOT EXTEND BEYOND THE EXISTING.BUILDING ENVELOPE (')\ — ARRAY SCHEDULE SYMBOLLEGENp PLUMBING SCHEDULE EOUIPMEN I SCHEDULE h V RI NEW Etlo CLIP,T....:L(i;EFEP IO THE UNIPAQ CITY SPECa AFF—FEENTATCOn•3N2• ® E,GlQATUS ROOFOESIGNATION.REFERTO INUIUTI:B NEW UTILITY pLGCONIIEGr IO BE CODEC01dPLLVIT Rl;:TALIAl1pTAW1UN. !AD ME PITCH.AS' ARF:AY:4DIEDULE FOP NORE I!TFORAUTION UD INSTALLEDOUTSIOE O SECTION!S.T.MR SP6:S AND DETAILS) 21 TRINA.60(TSM-260 PUD5.05) R2 IHDICAIEGNEWPVBOLARMODULE REGAIODULEB IF LW CRT CLIP.i';PPSAL(REFEk TO THE UNIRAC 1 SE500aA•US ARMY OROTTATIOH•232' I M 1 INHII-Cl—SICJG MIEN LOC4T10N INDICATE PMELS THAT USE MICRO INVERTERS © G+Q3E4:i IAUAN11N::TAI_lPHCNIAANUAL I4oOVUPTECN•2V LJ FILTER TO EQUIPMENT SCHEDULE FOR SPECS. ,^.E+:TInN _FGN nl llif AND MTAILSD OTHER OBSTRUCTIONS R3 NE1411WPJV':RNL,I YT•I.'.LL ARMTONENrArlo-281' EP IN WATE;ENSIINGELECTRICAIFANEL INDICATES NEW PRODUCTION METER TO BE tREFLHTI+THE I INIRAt::ADE•COMRL4N1 CAOOUIE PITCH-2T UM:ATNIN'INSASEMOTr INSTN.LEDOVTSIOE' IN:,TNIATPDtl AUNT IAL FCV2 SPECS AND GRAILS! ODlHL4:ATESNEWI.MINDISCOIIIJECTTOBE ITJDICPIEB NEt'l INVEfl BR 10lY NES'JNC1CInTINt:FUI•NATIACIIAIENTPOIIJT6, 2211:LIIRIAwod R ..ww.InRd IC7717-2911 ® INSTALLEOMITSIUE. ♦ TVPIQ (REFER TO ENCiINF.EWIJG LETTER FOR H: ,l _RED 111TH MAIN PA IIEL Tr.JL Neu'IHwy Oa]tY rini+y$PIAA4Pm REFER TO EOUIPAIENT SCHEDULE FJJR tWEI:.'.. ::PAI:ItIC:.AARGETAIL I i ATTIC TOP OF PEAK:30' NEW PV SOLAR MODULES NEW PV SOLAR MGDULES NEW Pv S LAR MODULES I 2ND FL. A a !r f Issued(Revisions ISTFL. _ —_ — —— —————— ——— — — ———— ——_ — — —— __—_—_ ( I10. UISCPIPTIONI�N DATE F Projocl Title: OAGIN.KENNEfH APPROX.GRADE TRINITY ACCT P:2015-70071 PTD'oe,Addmss' 147 WILLOW STREET SLAa'GU I,IV E LALEVATION WEST BARNSTABLE,MA 02668 LE'pTTn SLE Drawing Title: PROPOSED 5.46kW SOLAR SYSTEM Omwlnq Information DRAWING DATE, 1(29l26r6 r U0.AWN D11 IC xEVISC..': DMA System Informatiom 10TALSISTEMSig1. 5.465\V IOIAL MODUIECOUNT: 21 S10DULESVSEDI TRINA 26U MODULE SPEC III TSSL2APwS.49 UrIuN'O...': EVEPS—a ullu Y CCTx 1N52:2S 016 .ILIIY M[TEe 4: 2201 Wl- OEALTYPEI ORE Rev,No. Sh�rl R2 PV - 3 • 22r1:NIT:mmdxn.d n)zJ9)-29)N wAf Neu'P'y01219 oww.lrinnySulaLrom Issued/Revisions r!U DEti(:FIVTTGh BAIL Project Title: AGIN.KENNETH TRI NITV ACCT k:2015-7007: Project Addmss 147 WILLOW STREET WEST BARNSTABLE.MA 02668 Dravrin Title: PROPOSED 5.46kW SOLAR SYSTEM Drawln IDf—r tion ;a<wrr ar, - REVISEUBY- I.MR System InPormabom 1-1 SYSTEM A... S.R6hW � — I—L-111COUNI". _1 MUDULESUSEDI 1RINA It M I)VU SREI AI RMt54 VLi5.�: VTLIT�<UMVANY. fVERSUUR!'£ UTILITY ACCTn 1J51:�S P]]t UTILITY METERS 21GIAJ' DEAL TYPE; oRl: iEIF 11 1 s I&I ;+,L R2 PV - 4 o SOLAR L i Engineer!License Holder: MOUNTED SOLLIMOOULESMOUn TEUTO ROOF ON 3ARRAYS UNDER SOLAR MODULE ]1-26mv MOOUIES W/1591AR I:OGE P300 PER MODULE NEC 690.34 18.75 AOC MAX PER STRING ]SIRING 0111 MODUI3S IN 6ERIE5-350Ymn. _—_ _—__�_ VU QO%I� _________________________ __________________________________________________________ Y• I STRING OF IO MODU LES IN SERIES-350—1. -- '— •2 STRINGS TO DE TERMINATED W PARALLEL INSIDE INVERTER 1 I Y J I I I 1 1 Issued/Revisions I I I I NO. I�DFSCPIPTIGNIn, PATE I Project Tide: I AGIN.KENNt�H ARRgY CIRCUIT YJIRING NOTES I TRINITY ACCT F:2015-]OOJl Licensbd ElOclrician AASVmcs oll Responsibility far 1 Delerminln9 Onsilc Conditions and EAoculin9 InstallAlibn 1 In Accot4a1—wIM NEC 2011 GFCI RECEPTACLE I Project Addrnss' Ipl5A BREAKER 1 1.)LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON 12ISTING 240V 10 14/2 NM CABLE ASNRAE MINIMUM MEAN EXTREME DRY BULB UTILITY M ]DOA MAIN BREAKER 1 147 WILLOW STREET TEMPERATURE FOR ASNRAE LOCATION MOST SIMILAR TO METER - INSTAJAATION LOCATION. LOWEST EXPECTED AMBIENT 100A BUSBAR r WEST aARNSTAULE,MA U2fi68 TEMP-—WC2.)HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASEDON ASHRAE HIGHEST MONTH 2S DRY BULB LOCKABLE BOA Drawin Title: TEMPERATURE FOR ASHRAE LOCATION MOST 9NILAR 70INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMP _ NNECT FUSED W/ 33'C LASES PROPOSE05.46kW GROUPED W/MAIN 30A UNFUSED PRODUCTION SOLAR SYSTEM 3.)2005 ASHRAE FUNDAMENTALS 23:DESIGN I BREAKER LOAD CENTER DISCONNECT M6fEfi ID TEMPERATURES DO NOT EXCEED 47-C IN THE UNITED 1 240V 240V 0 7g� INYFR TTTi itSTATES(PALM SPRINGS,CA IS 44.1'C} FOR LESS THAN 1 r a Orswln InforMation BWRR 7—CARRYING CONDUCTORS IN A I ___ DRROOF—MOUNTED SUNLIT CONDUIT AT LEAST 0.5'ABDVEROOF AND USING THE OUTDOOR DESIGN TEMPERATURE —OF F DR LESS(ALL UT UNITED STATES). E�4.)PMOTOVOLTAIC POWER SYSTEMS SHALL BE r--- ----PEIadITTED TO OPERATE YATH UNGROUNDED —___ —__f G - - - Pi 1 GIMTI InTOfmadOnl PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER3 ibvovab bTOTAL ASTEenH2o 5A614VNEC690.35 SQUARE D SW ARE D --��J TDIALMDDUIECOUNT: 31 EXISTING MAIN TED LINR LOAD 1 CENTER INSUUIID LINE TAPS PN: D222N D221RB �_--_--__J nlopuLEi usEol rRLvA:6D 5.)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE INSTALIEG ON MAIN FADERS MODULE SPEC AI T In WPWS.W A NEHA 3 RATING. NEC 690.64 UI111iY GDMPAIfY: EVEPSDURCE CALCULATIONS FOR CURRENTCARRYING UI1Ury ACCT. w513150038 CONDUCTORS UI 41Y MINER tl: 1101411 REWIRED CONDUCTOR AMPACITY PER STRING DEAL TYPE, ORE (NEC 690.8(B)fl)j (15.00`1.25)1-18.75A AWG 410,DERATED AMPACITY PVMODULESPECIFICATION5 AMBIENT TEMP: 55C,TEMP BERATING FACTOR: .76 11DNA 16D(TSA4xGU POD5.03) RCv,N0. $hi Ci RACEWAY OERARNG 4 CCC' 0.80 (40•.76)0.80-24.32A 24,324 It I8.750.THEREFORE WIRE SIZE IS VALID Yo'Y 3D6 R2 PV - 5 36.2 A iUTINRi-i GEC TV E%ISnNG GR°VNU acU TOTAL AC REQUIRED CONDUCTOR AMPACITY 23.00A-1.25-26.75A ISc 9 D 3/4"EMTN'/3-410111Wr4-1,1.410THWN-26P.OUrID ANC y1O,GERATED AMPACITY C VI"En1TW/0.utOTiVJN-1,1-tl10TNWfl•1GRCUUD AMBIENT TEMP: 301C.TEMP DERATING: 1.0 INVER TER III-SESO°m.-US RACEWAY DERARNC S 3 CCR N/A pC AE 0 3/4"EMTW/CA101HWN-2.-P IOTNWN4GRUUtR3 y 40A41.0-40A bnD I5.6 Pout 5000 E 3/4'EIAI W/34I0 iINVlI-1.It110IHW142 Gfi0UNU 40A=28.75A 1NEIEFORE AC WIRE SIZE IS VALD r Vmp 310 W., xl FII PVWIRE W/lb BARE COPPER se-TOARPAY bit CALCUtgTION FOR PV OV ERCURRENT PROTECTION Voc SW bnaA 16.]5 F ��0 TO AL INVERTER CURRENT. 23.WA IM 30 Vnom x4D G 3!a"erne W/3+o TNLVNJ,I-ugTNWN-x DRWnD 2100A�1.2 , ikey 5-28.75A -->30A OVERCUBRENT PROTECTION IS VALID x2lt:tllnT.obd Rn.b un-]9].297R Sv,JL Neu'Imey O)JtY +.-inns-So1P+.wm MATERIAL LIST s JOB NAME: AGIN. KENNETH ADDRESS: 147 WILLOW STREET LA WEST BARNSTABLE, MA 02668 2211 Allenwood Road 8 ?97-29i8 Wall,Ne 11e ya-719 Tinin�-Solar. , 38.582 ESTIMATED MAN HOURS 1.61 DAYS(3 1.21 DAYS(4 0.8 DAYS(6 MEN) MEN) MEN) • 21 TRINA 260's(5.46KW) • 3 SEPARATE ARRAYS • 24' PEAK TO GROUND • 21 PORTRAIT&0 LANDSCAPED • NO PIPES OR VENTS BEINGS RELOCATED OR REMOVED • 1 INVERTERS INSTALLED OUTSIDE • NO TRENCH ESTIMATED SENT TO JOB USED ❑ TRINA 260(TSM-260 PD05.08)---P300 SE OPTIMIZERS 21 ❑ SE5000A-US 1 _ ❑ 60A INDOOR FUSED DISCONNECT W/(2)30A FUSES 1 ❑ (ORE)METER AND METER PAN 1 _ ❑ 30A OUTDOOR NON-FUSED DISCONNECT 1 ❑ SOLADECK BOX(ES)& HAYCO CONNECTOR(S) 3 ❑ 14'SECTIONS OF RAIL 12 ❑ INSULATED BUG BITES(LINE TAPS) 2 ❑ FLASHINGS 42 ❑ CASE(S)OF BLACK SPRAY PAINT 1 ❑ CASE(S)OF TAR 1 ❑ TP LINK 1 ❑ PV LEAD WIRE 100' _ ❑ T-BOLTS ❑ MID CLIPS ❑ END CLIPS ❑ SPLICE KITS • GROUND LUGS _ _ _ r Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President November 18,2015 West Barnstable Building Department West Barnstable, MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing is true 2x6 at 24"o.c.with 7'-10"span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loadinq • 4.33 psf dead load(modules plus all mounting hardware) • 18 psf snow live load(30 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Kenneth Agin, 147 Willow St.West Barnstable MA This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all.applicable laws,codes,and ordinances,and specifically, International Residential Code/ IRC 2009,2011 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64" o.c.span along the rail between mounting brackets and secured using 5/16"x 3'/2" length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile,more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more.Slide the 3,8-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering Co., LLC :7�.�, - 4 o Richard B 'Got,d6n, P.E. �LTH opM Massachusetts P.E. License No.49993 MECHANICAL ENGINEERING CIVIL ENGINEERING o Rlc ELECTRICAL ENGINEERING " HARD ti A4�RO0 B. U q CNAn, N m ? P�AIO 4999�A� Gi~ O S C�'TrEREG 5��'AL ENGO'� Snap rack- Solar Mounting Solutions Series 100 Residential Roof Mount System The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appealing, photovoltaic (PV) module installation system. Series 100 UL is listed to the UL 2703 for grounding bonding and fire classification. The System's components provide an adegijate bonding path which has eliminated the need for grounding lugs and wash- ers at each module, and bonding jumpers between splices. In addition to grounding and bonding, the roof mount system, Series 100 UL, is Class A Fire Rated when in- stalled with Type I and Type II Modules. SnapNrack's UL 2703 Certification and Com- pliance ensures that SnapNrack installers can continue to provide the best in class installations in quality, safety and efficiency. • Appealing design with built-in aesthetics • No grounding lugs required for modules • All bonding hardware is fully integrated into the components .� _ • Rail splices bond rails together, no rail jump- - • " ' ` '' ers required r • Proprietary SnapNrack grounding lug snaps in the rail channel "firL vA • No drilling of rail or reaching for other tools required • Class A Fire Rating for Type 1 and 2 modules System Features Include Snap in Single Tool Easy No Cutting j Hardware Installation Leveling or Drilling i Integrated wire Preassembled Integrated bonding UL 2703 Certified Management hardware Resources snapnrack.com/resources Design configure.snapnrack.com Where to Buy snapnrack.com/buy Snap rack- Solar Mounting Solutions SIX,"l Ste91 Saa Nrac 1.tlondinci ^SuapFlrack ftoi Stond,ud Rail S-vniass Bolt.vrh N >oLt Loci;•tvonher 50 it.vaa Split Splice 1❑sert Cork Vrashar SnapNr.(k::ondiny r SnapNrack 4drustoblc End i--SnapNracb Spice Clamp lot) Fondmg Base Mid Clamp P SnapNrack snapNrack Bencilttr) ^SnapN•ack I Bonding Adjustable En:l Stanless .,hduwl Mat ' 2ondn,g � _6o_t 1 .. —Clamp Bottom,__ Stcudxs.NaMwme with.. Loc", _ Split-Lock washers Spit Loct � SnapNrack Bonding Sna ISIZ Sondin a%aslier r Ad(ustable End Clamp p g SnapNrack Bonding Mid Clamp Standard Pall Splice frnapNracl. J umund Lug 12•c 41�i'i J Copper vli"e SnapNrack Ground Lug Assembly (ONE REQUIRED PER ROW OF MODULES) SnapNrack Bonding Universal End Clamp!UEC)wave ,-UEC.Pull Su ap L UECwedye Stainless steel Bolt .vnh Flat Washer IF V SnapNrack Bonding Universal End Clamp SnepNrack'� Bonding Standoff °!'R'7fIWr'7 Clamp Assembly SnapNrack-o� Serrated Stainless —snapwrack SnapNrack Bonding Ribber Steel Flange Nut Bonding hannel Nut Channel Stainless Ram collarrSeraited Staudo" Nut Flange Nut Steel Flange Bolt SnapNrack Stainless sl r,xu 9^W-,, Degree Flange Bolt Standoff' r SnapNrack SnapNrack 411 Purpose Mitt Futiih� L Foot Standoff Bose(I•Hbie- < rack SnapPhack nepNra Metal Foot BesrBho+m) t• MIII Finish Fleuh ng Base Assembly L Foot Base SnapNrack Bondln SnapNrack Metal 9 SnapNrack Bonding Roof Base with Standoff Assembly L Foot Base with Flashing Bonding L Foot I • TECHNICALSERIES 100 DATA -ter - �-6000 Serie,s aluminum r JF f, < Materials • Stainless steel •Galvanized steel and,alumirium flashing • Clear and black anodized aluminum Material Finish • Mill finish on select components L • Listed to UL Standard 2703 for Grounding/Bonding and Fire Classification Calcs.&Certifications • Class A Fire Rating Type 1 and Type 2 modules r • Stamped Structural Engineering Reports for all 50 States •Grounding SnapNrack Grounding Lug (One lug per individual row of modules) • Integrated bonding components Warranty r 10 year limited product warranty; 5 year limited finish warranty 877-732-2860 www.snapnrack.com contact6disnapnrack.com 20',:b,. :r-ipFlrucn -: I<;r P'.; In InCj�:i.: cr°, All,,;,h.,, It1�10.r •... SNAPNRACK SERIES 100 ON FLASHED L-FEET REVISION, FLASHED L-FEET ARE OPTIMIZED FOR QUICK AND ROBUST INSTALLATION ON STANDARD COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED o= rrrmrTr n� SNAPNRACK STANDARD RAIL - -=tom _ ._ -r •- � �� _ ��/�� j•.. }j ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS❑ ROOF SHEATHING,UNDERLAYMENT, AND ROOFING MATERIAL® mixi=iso ru f Ilffir I.1-1 I - I MAINSTREP.M ENERGY CORP, DESIGNER: G McPheetem SCALE: ® PART NUMBER: DESCRIPTION REV Sr� rack ��u�e,wo°;A,� °�°„;°� OR,� SERIES 1000VERV�E�V•OPIFLASHED C il� DRAFTER: Y" S�00 001 r APPROVED BY; DATE: ® L-FEET r " REVISION: SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK STANDARD RAIL I ROOF SHEATHING,UNDERLAYMENT, AND ROOFING MATERIAL® ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF I RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS F i a `-^ MHINSTREAM ENERGY CORP. DESIGNER: G Wpheeters SCALE: ® PART NUMBER: DESCRIPTION: R=V �r ! ,•.a��n'•"'•'"`�'�"� � S100 D0 SER IES RIES 100 OVERVI F I DRAFTER: 1� DATE: EW,ON STANDOFFS LWCMlL7�:4ZY&—W ft'"� ..—�.:r^ == •;g,Mr. F «,...., APPROVED BY: ® - t SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REVISION NOTES: -STANDARD LAG BOLT SPEC ASSUMES 5/16"LAG BOLTS WITH 2.5" EMBEDMENT IN ROOF STRUCTURAL MEMBERS/RAFTERS A -TORQUE ALL-j"HARDWARE TO THE FOLLOWING: ROOF RAFTERS OR SILVER S.S. 10-16 FT-LBS STRUCTURAL MEMBERS -BLACK S.S.7-9 FT-LBS RAIL CAN MOUNT TO EITHER SIDE OF POST(UPSLOPE DD DOWNSLOPE) -FOR UNEVEN ROOF SURFACES, USE SNAPNRACK MODULE UP TO TWO LEVELING SPACERS PER L MID CLAMPS MODULE OVERHANG FOOT OR STANDOFF.SEE DRAWING (NOT TO EXCEED 300 OR MANUFACTURER'S "STANDARD RAIL LEVELING"FOR DETAILS AND LIMITATIONS RECOMMENDATIONS) f d r MODULE OVERHANG- STANDOFFS ARE BOLTED INTO ROOF RAFTERS OR STRUCTURAL MEMBER "RAIL SPAN" DISTANCE BETWEEN ROOF ATTACHMENTS { i "RAIL END OVERHANG"(NOT TO EXCEED 340/b OF ACCEPTABLE RAIL SPAN) � � �� r MAINSTREAM ENERGY CORP. DESIGNER: C McPhestera SCALE: DNS PART NUMBER: DESCRIPTION, REV DRAFTER: S100 D05 SERIES 100 TYPICAL LAYOUT F D Ryan Fq m a = APPROVED BY: DATE: 120113 -1X SNAPNRACK -2X SNAPNRACK LEVELING REVISION USE CARE DURING LEVELING SPACER ;, SPACER INSTALLATION TO ENSURE �f THAT THE SET SCREW IS -1X A`18 X 1"LONG -2X A`18 X 1"LONG. ROUGHLY CENTERED BETWEEN � SET SCREW �i SETSCREW THE TWO PIECES BEING®INED �1 SI"ANDARD SERIES 100 ATTACHMENTS FEATURE 3"OF ! I. VERTICAL AD(DSTABILTfY ON 1j I y ALL MOUNTING POINTS WITH 1 = PACERS USE OF 1"LEVELING am CmFACERS m ® THE FIRST INCH OF ADIDSTABILITY IS ACCOMPLISHED WITH SLIDING DETAIL AFEATURES BUILT INTO BOTH L SCALE 5:8 FOOT AND STANDOFF CLAMP COMPONENTS t I . RAIL HEIGHT 07.5" =RAIL HEIGHT�.5" RAIL HEIGHT LS" -= RAIL'HEIGH I C10.5" POR AN ADDITIONAL INCH OF =ABOVE ROOF SURFACE ABOVE ROOF SURFACE :; ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADIWS T MENT,ADD 7"STANDOFF j 7"STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE �t PLUS ONE SPACER ' PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 300 OF ATTACHMENT POINTS ON L-FEET OR 10" STANDOFFS. N FOR A SECOND ADDITIONAL_ INCH OF HEIGHT F ADMSTMENT,ADD ANOTHER a BEVELING SPACER. USE OF I0 TWO LEVELING SPACERS NOT TO.EXCEED 100 OF _ ATTACHMENT POINTS ON ' LISD L-FEET OR 10"STANDOFFS. RAIL HEIGHT Q3.0 RAIL HEIGHT DDQ E= RAIL HEIGHT Cb.L7 RAIL HEIGHT 06.0 ABOVE ROOF SURFACE _ABOVE ROOF SURFACE -J ABOVE ROOF SURFACE '=ABOVE ROOF SURFACE ONE L FOOT P ONE L FOOT F ONE L FOOT °' ONE L FOOT PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT r' KAINSTREAM ENEPGY CORP DESIGNER C McPneele,s SCA'E PART NUMBER DESCRIPTION, �if'�,' �VU�,,,'-'�➢U ... ". REV DRAFTERTER ORyan uAIE S100 DOS SERIES 100 RAIL LEVELING F i 1211a ui� _.. . - APrNvvcu BY RFVISION USE TILT KIT OPTION FOR INSTALLATIONS THAT REQUIRE MODULES TO BE TILTED `- ABOVE THE EXISTING ROOF SLOPE a SYSTEM SHOWN IS DESIGNED FOR TILT y t� ANGLES FROM 10 TO C5 DEGREES p ABOVE ROOF SURFACE 1 USE OF ANTI-SEIZE ON TILT HARDWARE MAX LENGTH: �" IS RECOMMENDED(PARTICULARLY FOR STAINLESS TO STAINLESS HARDWARE) WITH STANDARD ; ENGINEERINGA REFER TO 5100 TKT SERIES 170 TILT KIT TOOL ; FOR A SIMPLE TOOL THAT DRAMATICALLY g SIMPLIFIES TILT KIT INSTALLATION BY ` SNAPNRACK SUPPORTING THE UPPER RAIL AHEAD OF 1 RAIL STANDARD ; MODULE INSTALLATION SNAPNRACK } MID CLAMP ASSEMBLY CUT REAR TILT LEG FROM SCRAP OF STANDARD RAIL 4i F ~` SNAPNRACK CHANNEL NUTS, TORQUE TO 10-16 FT-LBS WHEN SNAPNRACK L-FOOT USING WEEBS.WHEN USING t'. ALL-PURPOSE OP. SNAPNRACK BONDING CHANNEL L-FOOT COMPOSITION NOTES: NUTS,TORQUE TO 14-16 FT-LBS. WEEKS ARE NOT REQUIRED WITH • 'i I -TORQUE " HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED: BONDING CHANNEL NUTS. j SILVER S.S. 10-16 FT-LBS +. i - BLACK S.S. 7-9 FT-LBS -REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE TILT y X 1"(OR 1.25")S.S. BOLT ANGLE, WIND SPEED,AND SNOW LOAD WITH SPLIT LOCK WASHER - BACK SUPPORT"LEG"IS FABRICATED FROM A SCRAP OF RAIL, CALCULATE REQUIRED TILT LEG LENGTH. USE WEEB GROUNDING WASHERS AT®INTS BETWEEN L-FEET AND SNAPNRACK STANDARD RAIL SCRAP PIECE FOR LOWER TILT APPLICATIONS SEE"SERIES 100 TILT KIT 0-15 DEG" SNAPNRACK RAIL COVER CAN BE USED TO COVER CHANNEL IN REAR TILT LEG KITS 10-45 �— �Q �A MHIN�TREAM ENERGY CORP DESIGNER G hlcPheeters SCALE DNS PART NUMBER DESCRIPTION REV S S 100 D10 rma `J•I l�lnh ^-»•• -• DRAFTER D Ryen DAie SERIES IOU TILT FOOT MOUNT DEG WITH L C V9 APPROVED BY 120113 Itl)F: USE TILT KIT OPTION FOR INSTALLATIONS _ THAT REQUIRE MODULES TO BE TILTED ABOVE THE EXISTING ROOF SLOPE SYSTEM SHOWN IS DESIGNED FOR TILT ANGLES FROM 10 TO IT)DEGREES ABOVE ROOF SURFACE ON STANDING MAX LENGTH: [8" \. SEAM METAL ROOFS WITH STANDARD SNAPNRACK USE OF ANTI-SEIZE ON TILT HARDWARE ENGINEERING t `. RAIL STANDARD IS RECOMMENDED(PARTICULARLY FOR STAINLESS TO STAINLESS HARDWARE) I •6, REFER TO S100 TKT SERIES 170 TILT KIT TOOL R FOR A SIMPLE TOOL THAT DRAMATICALLY SIMPLIFIES TILT KIT INSTALLATION BY SNAPNRACK CHANNEL NUTS, 4 SUPPORTING THE UPPER RAIL AHEAD OF TORQUE TO 10-16 FT-LBS WHEN SNAPNRACK EL CHANNEL N CH NUT MODULE INSTALLATION USING WEEBS.WHEN USING SNAPNRACK BONDING CHANNEL "X 1"(OR 1.2S")S.S. BOLTS NUTS,TORQUE TO 14-16 Fi-LBS. WITH SPLIT LOCK WASHERS WEEBS ARE NOT REQUIRED WITH BONDING CHANNEL NUTS. CUT REAR TILT LEG FROM SCRAP \e OF STANDARD RAIL NOTES: SNAPNRACK SEAM CLAMP x SNAPNRACK WIDE OR STANDARD BASE TORQUE "HARDWARE TO THE \. o MID CLAMP ASSEMBLY FOLLOWING UNLESS OTHERWISE ' NOTED: - SILVER S.S. 10-16 FT-LBS BLACK S.S. 7-9 FT-LBS - REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE "FLANGE NUT TILT ANGLE,WIND SPEED,AND SNOW LOAD I SNAPNRACK L FOOT ALL-PURPOSE - BACK SUPPORT"LEG"IS OR L FOOT COMPOSITION FABRICATED FROM A SCRAP OF X 1"S.S. BOLT RAIL. CALCULATE REQUIRED TILT r WITH SPLIT LOCK WASHER LEG LENGTH. CUT RAIL AND DRILL TWO J"HOLES AS SHOWN SNAPNRACK SEAM CLAMP - FOR LOWER TILT APPLICATIONS WIDE OR STANDARD BASE SEE"SERIES 100 TILT KIT 0-15 DEG" X 1"(OR 1.25")S.S. BOLT -SNAPNRACK RAIL COVER CAN BE WITH SPLIT LOCK WASHER USED TO COVER CHANNEL IN REAR TILT LEG V �� n MAINSTREAM ENEP.s r•;'ii F.F DESIGNER GMCPneei(+s SFALE DNS PARTNUMBER DESCPIPTIOW RE _ �Tr' (ljSl'fLgd - J - ORAhIEk CRyar S100 D1i SERIES 100 TILT KITS 1045 DEG SEAM s-ti,L-itacftetr,gT,@y13%nm _ APPROVED BY DAIE 120113 CLAMP MOUNT F i NOTES: REVISION. -5/16"LAG BOLTS MUST EMBED 2.5"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT -TORQUE ALL 5/16"HARDWARE TO ON TOP OF FLASHING SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT COMPOSITION L FOOT -SILVER S.S. 10-16 FT-LEIS CAN BE MOUNTED IN S.S. FLANGE NUT -BLACK S.S. 7-9 FT-LBS STEP O ANY ORIENTATION - RAILS CAN MOUNT TO EITHER SIDE T E AND SLIP FLASHING OVER A X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) OF SHINGLES ABOVE DER ROW SNAPNRACK S.S. BOLT AND CHANNEL NUT SPLIT WASHER S.S. LAG SCREW ,tom WITH FLAT WASHER SNAPNRACK 2.5"MINIMUM EMBEDMENT STANDARD RAIL IS STANDARD ` SNAPNRACK COMPOSITION ROOF FLASHING STEP 1: BOLT L FOOT BASE TO ROOF WITH LAG BOLT SNAPNRACK L FOOT BASE ROOF DECKING TYP. ROOF DECKING TYP. FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT RAILS CAN BE LEVELED UP TO 3"USING I UP TO TWO LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP. MAINSTREAM ENERGY CORP. DESIGNER: G McPheeters SCALE DNS PART NUMBER: DESCRIPTION' REV Srno-p—no - .,,.,:.� .., ",.�..,,,, �,..�• PEN DETAIL 01,FLASHED L FOOT TO u v 4 � �° ��•'�•r��°�~ � DRAFTER D RYA 5100 PEN D01 r DATE: RAFTER �91^f8 �'�JdA4 ,'.... W_.„:.....•..- ....:.. - APPROVED BY: 120113 CAMMING SEAM CLAMPS ARE REVISION SPECIFIED WITH A BLACK OXIDE STAINLESS STEEL BOLT. IT IS IMPORTANT TO USE THE PROVIDED BOLT AND TO TIGHTEN TO 16 FT-LBS FOR FULL LOAD CAPABILITY CLAMP CAN 8E USED TO SECURE RAILS OR DIRECTLY SUPPORT SOLAR MODULES TO DETERMINE BOLT SIZE ADD WITH MODULE CLAMPS 1.17"TO THE"STACK"ON TOP OF THE CLAMP(X)AND ROUND UP TO NEAREST lj BOLT SIZE L FOOT OR SIMILAR TILT BRACKETS CAN BE ATTACHED TO THE TOP OF THE CLAMP AND PROVIDE A MOUNTING POINT FOR RAILS OR OTHER 3: BOLT IS STRUCTURAL MEMBERS TIGHTENED, SECURING CLAMP AND L O TORQUE BOLT FOOT AT THE TO 10-16 FT-LBS SAME TIME ..X., SEAM CLAMP BASE (STD BASE SHOWN ' BUT INSTALLATION - OF WIDE BASE IS SEAM — .9 IDENTICAL) CLAMP CAM 2: OPEN l CLAMP GETS 1: INSTALLATION STARTS SEAM LOWERED 5 TYP. WITH CLAMP IN CLAMP ONTO SEAM t OPEN POSITION THREAD WITH BOLT LOOSE INSERT I 1 2 3 a MAINSTREAM ENERGY CORP. DESIGNER: G MCPhBelers SCALE: DNS PART NUMBER: DESCRIPTION' REV ��np! 1rrQ "" • , •"•••...�»� '"„ DRAFTER: DRyan DATE: S100 PEN D04 PEN DETAIL04,SEAM CLAMP F 120113 f}fd.�7U1*6G�f.�'3(�6t7Jd. •�•.• .,._......,,....,,.-.^•^_... APPROVED BY: solar - oar ,� , _� K9 SolarEdge Single Phase Inverters 7 For North America � �'"` `•rat`' ." `' `a`r'. '� Y�;; �,.,,�z SE3000A-US ! SE330OA-US; SE5000A-US / SE6000A-US SE1600A-US / SE10000A-US / SE11400A-US I f •�` waRanrl I ` l I i 1 d +c x ` The best choice for SolarEdge enabled systems Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Superior efficiency(98%) Small,lightweight and easy to install on provided bracket Built-in module-level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 l,`•e\ . CaS,V �; n; ;ou N' v, .S I=3i J-1 tf solar - Single Phase Inverters for North America i • .� SEW(CA-I,S SE380U.4l,S "A5E]C0aCS SE,300,'a-US SE13l;GA US, SE;0000/1-1,S `E,I IOOA-,S �SE3000A-US SE390OA-US SESOOOA-_US SE6000A•US SE760OA-US 1 5E10000A-US SE1140OA-US OUTPUT 19np „`bIK' 'dannnal A(.p,,w.er Uutpul A00 3['Ur SOtpl hr-+,n ?iu0 111110 1010.a {r,. ..Ia....tC!lU[:e. tJ..[pjt 15:1 ri0i d) d sell I)Gi,(. ti450,mL)OV LJrt',U.?."I uv ;t thttpal•.hga,;o•t,40.^lt;nt.M'iA ` 1.8-i 2J8 119 Vlt. At Output Voltap,Mht Nunn.Mar J ✓ ' , J I1-2.10 VA Vac ,k rrrqucnc-,Min,N;'oT.MIX. i9.i r,0 uU.S(N,tf Hl coont v,etting�3' 00 61.5) Hz • [ 24 208V •}R to 20S'J Max Connnoorls Output C�rrvnt 12 5 tG 5 32 :7 S 0. 2-I(1V , ,}2�t4UV GFCI fhr2SIlr1 d 1 A Orility Monitoring,I<landing,lrowt`ion,Lountr-L_onfi t.rahle rhresholtis *5 - ,Ye,_ INPUT Maxinulnl UC Pottini(Sr[.I 40SC 4iJO _- 0150� 8101) 101.50 'i35(A7 - 1S950 IN Transform er-less,ungrounded .• yes . Max Input Voltage 500 Vdr Nor DC lnpur VoLake is s ra 2UF.V '350(W 240k, VdL rAuaa;nput Current' 915 13 16.5 Aa,208V 18 23 33 _rj)208V 14.5 Acic -5.5!an 240V 30.5 240b Max. opal Short larcwt Current 45 111c Revnr<e Pnlaftt:'Protection yes Ground raalusolahon DeR'ntior ...l 609kg5ensitivfty Mazinnim Inverter Efficiency 4 97 i 98.2 93..3 9t,3 78 98 98 % a7.5 cY)208V' 91 FJ 209V (EL bYelghteu i fhcieacv 975 9R 91a5 r 9:, y 98(�,240V 91.5;�)2.111V rh;hrn;n«•Puwty Cuns.unot_ion i - - <=.5 -" - <4 ADDITIONAL FEATURES Supported CornluniC.ation Inte.rfaceS' - - - RS485,R5232,L'heirlet,l ,Bee(opttoltal) Revenue o'ade Data..AN�I L 12.1 I UptionaP' Papld Shutdown-NEC 2014 690.12 Funcronal ty L nahied',vhen SolarFdf^rapid<haldown lur is installed''" - STANDARD COMPLIANCE _ Safety -!� UL1741,LIL 1G9911 Ut 1911&i CSA 22.2 -�— CIO Coiinplhov Standard% IEEE154I Emissioos FCC parL15 class B _ INSTALLATION SPECIFICATIONS AC output conduit sne/AbV(_7 ranpr _—- 3/4"n[inirrlum/1G-6 AVVG v - 3/4"minimum AvNG- - DC input Condull site/,I of strings r .i i 1-2 string, 3/4 rinimur'/1 J strings/1b-b DWG :'ibV(i ra lie. .� .. 14 6 AW6 C,ilnens;ons with Safety ch 3C..5 x 11S r 10, FIeVVsD(. 36.5 x l2,i x!,2//ii x'i IS x 194. 1 [ 775 K-11,x PAI min Welght.Vu:h iafet4 Stench S1.2/23.2 - S4J i 24a7 39:41/4;).l Ib/kg Catw±[don coming NaT,ra Con':rrtion andlnternal I;ns(u,er ep;aceable) fun(user Nose <2S <s0 IBA Nlin.Max.Ope,atingTeruperaturo r .. .. . , 13 to -140/=2' to- 0 1 40 to r60 version availoble' P Nectirol Rath; NLMA 311 Fn r pi.n', .rh.:^sul.arz ror,t,rr•,.�..,r'r.[..cn;rx•t ... •, . 'Ah gh+r, ✓,tl'1h.r'ansA'L?'+Rk."rtla.n,cr.yt •IIIIMt •L".'_.'nneJtr..,alniti si•'.t,•i ge•"rnua� ar.N iv..vd•!•U<OttiSu;,'tv:fig):'. •u^'te.U';,]t'n !,°4a: .cl<".n}•.r,' is SC:ri^.OR;G a •JV gra.]t°'ri'oV�a+s.a�'V),;IOA `r.•iry,�yV'r:?r'�r,k rSiK-WU)LI:"u•., LAies.Inc.All rots resaftPd.SOLAREDGE. r OPTIMIZED BY SOLAREDGE r r -ar Technologies. Date: S® a RX0o �. �M Q SolarEdge Power Optimizer Module Add-On For North America P300 / P400 / P405 Fall ies '41-avo I a PV power optimization at the module-level - Up to 25%more energy — Superior efficiency(99.5`Yo) — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt - Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety solar=ee SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 t P300 - P400 ! P405 f (for 60-cell modules)_ for 72$96-cell modules torthin film modules INPUT _ Rdted Input DC Power"' —- _ 300 - 400 - - 405 - N7 Ahsulute Maximum Input VOltagr 48 80 l25 Vdr. (Vut.dt lowe51 temperatul(?) Iv1PPTOperating flange S•48 8-80 L2.5• IO5 Vdc Maximum Short C.ucrnt Current((sC) t0 AdC Maximum DC Input Curren; 12.5 r Ads: Maximum Efficiency ' 99.5 % Wef;ht.o Efficien�7 98.8 % Overvoltage Category I II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 — Ad.— Maximum Output Voltage I 60 .85. •Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optirni7er 1 Vdc _ STANDARD COMPLIANCE _ EMI; ( �— FCC Pa!ti5 Class 8,IEC61000-6 2,IEC61000 6 3 �— .. .... ... ... ... .... ... .. 1.. ... . . .. ... ... .... .. . . Saretv. ICCG2109-1(class I1 safety),UL1741 ROI IS ;. Yes INSTALLATION SPECIFICATIONS Maxirnurn Allowed System Voltage 1000 ( Vd_c r Pxxx-2 series l41 x 1 I J x 10.5/ti.55 x R_34 x LS9 ' trim/in Dimensions(WxLxHt 129x152x2-1.5/ 123x152x35/ '128x"152x48/ j Pxxx-5 series ntm/in 5xS.97x1.08 5x5.97x137 5x597x1.89 Weight (including cables) .Pxxx-2 series.. ... . 950 2.1 gr Ib LPxxx-S series 770/ 1..7 930%2. 5 930/)..OS pr/lb Input Connector IviC4 Compatible ... ... ... .. .... ... ... ... Output Wire i'ype/ConneCtor Double Insulated;MC4 Compatible Output Wipe length. 0.95/3.0 1.2/3.9 m)ft Operating Tenrperatu'e Rarge 4U +85/-40 r185 Protection Rating Pxxx-2 se, es IP65 j NEMA4 Pxxx-5 ser,es IP63(NI-MA61) Relative Humidity. ( 0 100 r.. % '(Iwt.:d SAC{owe,�!the nwduie b1 W ule of�p to r5:'.�wcr tnit.anrg.r!nwtA PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER") (Minimum String Length 8 10 18 (Power Optimizers) Maximurn String Length ' 25 50 (Power Optimizers) ( 25 i Maximum Power per Strinr� 5250 8000 12750 W Parallel Strings of Different Lengths {I Yes or Ot iontations It,,not aAawcd t„rm.,P405.nth PS00%P;IX P5G0.?708 m we sinnx- rC E v rIngn,OPTIMIZEDBYSOLAREDGE are trademarks or reginlefed trademarks r..c r r Mono Multi Solutions ---� ®®may®® 1-HE Uni' versal MENUS 60 CELL MUITICRYSTALIINE MODULE ®®®®®® 245-26OW PA05.08 POWER OUTPUT RANGE 15. I /O Our roost versiti'e product Y , • . „ • T . MAXIMUM EFFICIENCY 0 3% ., Ore of the indushy's most trusted modules POWER OUTPUT GUARANTEE ;,-a c'••:'fq^c.-J" _. J :ciono r_y: ,c -an�'oc yr r --- --- Nighty ,eliabie due to sttingent quality control ry rt 4 r t ,., �.,• ertified to withstand challenging environmental c: c'onditions LINEAR PERFORMANCE WARRANTY _ — — 10 Year_ Product Warranty-- 25 Year Linear Power Warranty Irino Solui Limited fro p m r.-,nc.SWnr' N71rrUr,1y Trinasolar 3�, ^yr. f U L SHE Universal MODULE TSth1 -DA0 5 08 DI&IENSIONS Of PV mo0UIE unit:rnm 941 Peck Power Watls-P.,-,(Wp) 245 250 255 260 • Power Output Tolerance-P•ms 1%) 0-+3 _ c �:utisn o Maximum Power Voltage-Vern(V) 29.9 30.3 30.5 30.6 sea - Maximu n Power CVrreit-L.,..(A) 8.20 8.27 8.37 8.50 IYSIU�gII�...- _�mo�.._�. --- \' 1.._.-._ II QpanCircuil voltage- _:IV) 37.3 38.0 38.1 38.2 `ws!"'Ns'art Short Circuit Current-Ise 1A) 8.75 8.79 8.88 9.00 Module Ffficiency ry,1%) 15,0 15.3 15.6 15.9 0 0 tEC:RIC A.D+JA(NOC'i Maximum Pourer-P,., (Wp) 102 166 190 193 Maximum Power Volloge-VWFIV) 27.6 28.0 28.1 28.3 Maximum Power Current-Iran(A) 6.59 6.65 6.74 6.84 •°uomro;a u4u� Open Circuit Voltage-Vo (Vt 35.1 35.2 35.3 35.4 �ic1s Short Circuit Current-I:^(A) 7.07 7.10 7.17 727 8iZ •I lyD :dSC•iA t1:CA,',Are; Sofarcells Mulficrystalline 156v 156mm16inches) Cell orientation 60 cells 16•10) Module dimensions 1650 992 35 min(64.95^39.05�i.37 inches) Weight 18.6kg 141.0lbs) F+ Glass 3.2 mm(0.13lnchesl,High Transmission,AP.Coated Tempered Glass 700/1000 mm Backsheel 'While Frame Black Anodized Aluminiurn Alloy 15 J-Box IP 65 or IP 67 rated Cables Pholovoltaic Technology cable 4.0 mm'10.006Inches2), 700/1000 mm I-VCURVESCF I'll ldCDUIE(245N) Connector MC4 orMC,lCompatible I il,p1 TENIF4RAfl,RE RAMAGS WARRANT( m _ _ •: f(70wrm" - __ Nominal OperatingCell 44'C(32°C) 10yearProduct a 6 p Temperature(NOCT) Workmanship Warranty •`'"'� Temperature Coefficient ofPwx -0.41%/°C 25 year Linear Power Warranty � aM Temperature Coefficient ofVx -0.327./°C I•.•�.--s'a••.r••,n.r•..►••,*•+'••la+nr Temperature Coefficient of Isc 0.05%1*c VolLige(V) -V---..-- N.,AAI'AUV.RAll I GS Operotlonol Temperature -40-485"C MaximumSyslem 600VOClUU Voltage Max Series Fuse Rating 15A C''E11RT FICATICN C X� us .Sp• FA !tA(3 I N G CO N FIG 0 R A 11 e)h 11$TFB M Mod ues per box:30 pieces Modules per 40'conlatner.840 pieces �sxflt •-]tYxM14' .wv�C r 4'.... �r Barnstable Old Kings Highway Historic District Committee 200 Main Street,Hyannis, NIA 02601,TEL: 508-862-4787 Fax 508-862-4784 16.39. n�0� APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made, with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts; .1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for: Check all categories that apply; 1. Building construction: ❑ New ❑ Addition ❑ Alteration 2. Type of Building: ❑ House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting, roof ❑ new roof ❑ color/material change, of trim, siding, window, door 4. Sign : ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ Tennis court ❑ Other 6. Pool ❑ Swimming ❑ Other man-made pool QF Solar panels ❑ Other Type or Print Legibly: Date 2/1/16 NOTE All applications must be signed by the current owner Owner(print): Kenneth Agin Telephone#: 508-362-4846 Address of Proposed Work: 147 Willow Street Village West Barnstable Map Lot# 155/010 Mailing Address(if different) Owner's Signature please see attached Description of Proposed Worn: Give particulars of work.to be done: Install 5.46 kw solar panels on roof.Will not exceed roof panel but will add 6"to roof height.21 total panels on rear side of house Agent or Contractor(print):_Gregg LaCasse/Trinity Solar Telephone#: 508-291-0007 Address: 20 Patterson Brook Road,t. it 1,Wareham,MA 02576 Contractor/Agent'signature: For committe use only. This Certificate is hereby APPROVED/DENIED Date d' i 1016 Members signatures RECEMD GRowTH �AGEME i APPROVED FEB 2 4 2016 Old King's Highway Committee Q\Boards and CominicsionAOld Kings.HigitwayWK11 Applications\OKII DRAFT 2011 Cent Appropriateness DRAFT.dor. l CERTIFICATE OF,APPROPRIATENESS SPEC SHEET Please submit 5 Copies Foundation Type: (Max. 12"exposed)(material-brick/cement,other) NA Siding Type: Clapboard.— shingle— other NA Material: red cedar ._. white cedar other Color: Chimney Material: NA Color: Roof Material: (make&style) asphalt Color: Roof Pitch(s): (7/12 minimum) 37 and 14 (specify on plans for new buildings, ynalor additions) Window and door trim material: wood other material,specify NA Size of cornerboards size of casings(1 X A min.) color Rakes Ist member 2nd member Depth of overhang Window: (make/model) NA material color (Provide window schedule on plait for new buildings, ►mljor additions) Window grills(please check;all that apply_: NA true divided lights exterior olLied grills— .:grills betwce;n.glass _removable interior_ None Door style and make: NA material Color: Garage Door,Style NA Size of opening Material Color ` ' Shutter Type/Style/Material: NA Color: P P R O �/ E Gutter Type/Material: NA Color: FEB 24 2016 Deck material: wood NA other material,specify Color: Town of Barnstable "' '�.i�ZI Miy Committee u Skylight;type/make/model/: NA material Color: RF Size: Sign size: NA Type/Materials: C a or:R�ECEIVED Fence Type(max 6' )Style NA material: . Color: FEB 0 2 "1 b i Retaining wall: Material: NA GROWTH MANAGEMENT Lighting,freestanding NA on building illundnati;ng sign OTHER INFORMATION: THE.ATTACKED CHECK LIST MUST BE COMPLETED AND SUBMITTED Please provide samples of paint colors,.manufacturers brochure of windows,doors,garage door.,fences,lamp posts etc Signed:. (plan preparer) Print Name Gregg LaCasse 2 QABoardrwd ConunissionAold Kinp Higltway�OK11 Applirations14K1!DRAFT 2011 CertAppropriateness DRAFT•dot• Town of Barnstable Geographic Information System February 11, 2016 Aft • • f 4 s , 4 ®► 44 � ♦•' w A t ®® d 41 ♦® s t d s 4 -0jp 3 ee �►. t• �' ♦ . • DISCLAIMERS:This ma is for planning O r:N Parcel: TI N p p g purposes only. It is not adequate for legal p: Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:NORDEN,CURTIS A&AGIN, Total Assessed Value:$358000 �, 1'=100'may not meet established map accuracy standards. The parcel lines on this map _ are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:1.39 acres Abutters w E boundaries and do not represent accurate relationships to physical features on the map Location:147 WILLOW STREET /F� � such as building locations. Buffer /!/f r INSTALLATION OF NEW ROOF MOUNTED WILLOWSTREET• 5.46kW PV SYSTEM NJl , 147 WILLOW STREET 4 P WEST BARNSTABLE, MA 02668 ®� Issued!ROAM— PQ� I SITE NO OE9FAIPnON DATE C� 2a`�5r`1� a`t SCALf:NTS 1AGIN. 7LE' �,1 KENNETH O��L(�y S�dY�"ee INNY A[CT D:)D]5700)] 0 PrDJed Address: 247 WILLOW STREET OENEML NOTES OENERU NOTFBC Ln'D GENERU NprEe rIONTI1IUED SHEET INDEX WEST BARNSTABLE,MA 02668 A68REVUNCTIOCONTNUEp I.R EI M9TAL1A FOR CO—TO.L9 A. THE AI VpLTADE FROM TIE PgNELR N 1 CURRENT PREVgnMO IITILM R JUNCTION BOX DfSWIT Title: Mu"M NT FORwsTNOAUL ,' PRESENT AT THEOC '' COMFANYSPECIFICATIONS IICMn TIIOU9ANOCRCIlMM0.4 PV-1 COVER SHEET W/SITE INFO&NOTES ECXPMENTAND FOLLOWING ALL OLSWNNECf ENCLOSNIE AND THE OC BTNIpI .AND REOUIgEMENTS Wq Kn0-VOLTAMPERE PV-2 ROOF PLAN W/MODULE LOCATIONS PROPOSED 5.46kW CONTAINED Me wS]RIKTO'S IERNINU80F THE PNERTER CUWNp 18 TDg SETOFP sNAVE BEEN W K0.0WATi ODORANTSIN MEORAWINO PACKAGE AND OAYLIHOURR.AMPEREON9 PREPARED FOR TIgE" PQgEOF MVN KILO-ATTNWR SOLAR SYSTEM INE MATIONrIECENEDRACAITR0 VIMIeNOONORNVOLVEDWfiTITFE MUNICIPUANDAOET2YREVREWMJO L LINE PV-3 ELEVATION 2.RES"SIMEFOR CONTRACTOR 19 PNOTMOLTAIC SYSTEM ARE WARNED AFPROVAL.T1199ETOF PLAH.BWYL MCB MANCNGIMBREAP(ER ,t RESPONSIBLE FOR IN9TULINO UL TNAT THE SOLAR MODULES ME NOT SE UTkMM AB CONETRUCTON MOP MAN DWTFNU)ION PANEL PV-4 PANEL LOCATION ECUIPMEM AND FOLLOWING UL ENERODED WHENEVER MEY ARE DIUWBJOS UM REVISED TO NOICLTR MLO MAN LW ONLY DTBWIT IDkxmelion CRECTIOAND NNRUCTTONNNTANED EXPOSED TO LIOM. '1g9UE0 FOR CON9TRUCTON'. MIO MNNrED PV-5 ELECTRICAL 3 LINE DIAGRAM DMwwa wTE: n9/mtB IN THE CO.MRETE MAIRJAL. p, µL PORTICJ9 OF MIB SOUR IB ALL NFORWCON TRUCno . EE MTe MouN BD J.THE W9TUUTON CONTRACfOTIq PHOTDVOLTAIC 9Y8TEM6NULBE DMVM ev: IC RESPONSIBLE FOR READING AND MARKED CLEMLV IN ACCORDANCE WRH CERTffED PRIOR TO USE FOR N NEUTRAL RFVEFD 8Y: IE UNDERBigNDINp ALL DRAWINGS, ME NATONAL ELECTRIC CODE ARTIttE CONgfgIKIION��'TES• NEC NATIONAL ELECTRICAL CODE CO R'DNENTANDINVERTER MANl1ALg MC NOT RF CONTRACT .M TO INBTUUTON.TILE INSTA'A— 10. Mo TO THE INBTUTATKJN OF MI9 ABBREVYTIONB NO R NUMBER IIt/pITTIBUOn: COMFIACTORI9 ALSO REQUIRED TO NAYE FHOTOVCUTAIC BYBTEM THE NTR NOTTOW-a ALLCONKRIEM8WITCHESIN THE OFF NSTAMATION CONTRACTOR BNALL AW AMPERE COP OVER CURRENT PROTECTION tOfU SY]LEM SW: 9A61W PORTION AND FUSEE REMOVED PRIOR TO ATTEIIDAPRLVN9TALLTpN MEETNO AC MTE—T—CURRENT P FME TOTAL MCWLEFOVM: Fl TIE DISTALLATION OF ALL FUSE.BEMUNO FOR THE REVIEW OF nIE IN9TUUTICN 'u ALUMNUM PB pULL80X BYETEM COMPONENTS. PROCEWRE9,BCNEDULEB.SAFETY AND M AMP.FRAME PNp PKASE MCCUL—ED: 1RwA IW 4,ONCE TNEPNOTOVOLTAICMOCULESARE AFF PVC POLY•VNYL CHLORIDE CONCUR MCWM]PFC R: TSM.]W POOJ.W MOUNTED.THE IN9TALlNAW It. PWOR TO THE SYSTEM START LIP THE AFU ABOVEFNISNEDORApE FLM FOCA'ER UIWTY[DMPAW; EWRSOUNCE ONE CONTRACTOR BHCAO HAVEALIINOW OF INSTALLATION CONTRACTOR SMALL AM CONDUIT IWNE OAUpE OTYROB RKRMI VMMO.TEEL --A—.: tF51]38 W19 SOLAR IOTOR T.IC HAEA-AT—pq ASSIST LN PERFpWMp ALL INRUy O '—A(DETIERK TERM OF SN SOL®NEVTRAL RECEIVED UIIVN METER R: ]301AF) COURSE O TOVOLTAK M9TUlATRJN NARe"ARE CRECK9 M e OC WIRNO RACEWAY.PROVmm AMD SWITCNBOARD OPAL TYPE: ORE COURSE SAFETYFOR 6 IS CONOUCTMTY CHECKS. SPECIFIED) ry 9,MANUFACURE IRRECOM 1.31. To.BY IJ. FOR THE PROFEq MAINTENANCE AND OB COMBNERBOX U.0.1. UT�JLE�99 OMERWBE MOIGTED MANUFACTURE THAT THE INETULATION 190lATION OF'Na INVERTS REFER TO CKT CIRCUIT WP WEAMMOTHER PERSONCRMAS THAT THE AT,OMDANUA`-p1IpE61NME CT CURRENT TRANSFORMER O RER9pN9 WORMND TOOET CRANpTAT OPERATION MANUAL N COOPER -72 TRANSFORMER FEB EACH OF TO:INSTALUTION CREW 1]. ME LOCATION of PROPOSED ELECTRIC OC DIRECT CURRENT 12 MCl]!f 7Z FICHES TO BOTTOM RSV.NO. $hBel MEMSERSSE TgAMED M FIRST AM AND Omc 019CONNFCTgW1TCN OP ABOVEFNISNEDFLOOROR Cam. AND TELEPHONE VTLITIES ARE SUBJECT CWC C�� GRACE 10 iMAL APPUTILD FMB R1 PV — 1 B.YM.SCAR FNOTOVOLTAIC.YSTEM IS TO EC ELECTRICAL SYSTEM IN9TULER BEI LCED FOLLOWINOTHE APPgppRMIE UTLRV COMPANEB ANO EM ELECTRICAL MEYALLIC IVBOIO We.NTON90FCO.E ONµ ELECTTFK IJ, µ�MARTSEFBAC.WORKMWSHNAND FE FUSRLE SVTCN SO RSNY LOCAL ECOE VMICN MAY CONSTRUCTION FOR THE SITE FU FUSE SUPERSEOEiNENECENMLOpVETO BE INACORDANCONNNEJIEINBHML W� GRDIAIC GROWTH MANAGEMENT •)•ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WTIt NSI GROUND FAULiIMERgIJPTEq—USEDWTH MI98 WM ARE TO BE N CURRENT PREVALLINO AIUNICIPU FRECUENCY(CYCLESRER'IA'USTED.UL MO U EIFT WILL BE NEW ANDOR COUNTY BPECFICATON9, geCClq JR CUTpOpR RATED UME891NppCLq. 9TANpgR09 AND REOAREMEM9 rTh' i OENERAI.-TES IF ISSUED DRAWING IS W RKED—A REVISION CHARACTER OTHER M •A AN •PLEASE FINAL ADVISED THAT FL ECUIRMEM AND10R SYSTEM_RM FERMY CB ARE SUBJECT TO CNANOE CUE TO AVAMBUIY OF EOAPMENT. '--SOLAR - ]]MAllem..ad Rend 9)T.A).]9TB WtlLNLr kr+ryW)19 ww.fHNlYSnhr.Lvm RECEIVED F 0 2 LUlb GROWTH MANAGEMENT S'-L' NEW PV SOLM MOOULE,TYPICAL PANEL CLAM, BEIITUTED FLAN HE UT U.0.1. (REF ER ToEOU04/ENi JCNEDUIp HE rrwr un - - fOP 6PEC8 ANO WANn71E9 Pmraarue HEX NUT NEW MWNnNO FOOTI ATTACHMENT 60UW W101AE pIIp m—k TYPIGL(REFER TO SOLAR MO ENOINEERM LETTER FOR 6PACN, AND OETMLS) MIX HEAD CAP SCREW NEW TOP SUDER,TYPICM R—ran DwE Tn taev�MlvlomMR 4 \��I// (RE FEfI TOTNEOUIG RAG b Mea ramnPA r \ 90 /COOE,OOMPUANT wsTALLATgN �RPaE7 mlgaru0q IMR.'e TIA qF}L �6Np�NOLF3 \v' �/ ;/C MANUAL FDR eFEC9 ANp OETAIw MF NEW ENDCL®.TYPICAL �� AROC BPAIAHT (REFERTOTHED I-RACK awR Z N COWALFC SPECS SAND ATKIN \ LMNU4L FOP SPECS AND DETALq NEw MID CLP,TrPKAL SOLAR MODULES SHALL NOT (REFER To THE OUICN RACK EXCEED PEAK HEIGHT. //I oel \\ 001) MRWrtRY9TNUTION IX5EL I wMANUAL FOR SPECS MID DE.M pATTACHMENT 8 CLIP DETAIL nPV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF BGLE:NOTroSGLE BCME:NOT TO SCALE E3tLE FROM GROUND LEVEL TO PEAK OF ROOF BCME:NOT ro SCALE oIssued/Revisions 01•�'•�•� N olw+ow, vvNN _ P No. OESCRIPTON n DATE -_••_-•�•�'+•-�� O`� AGIN.XENNETH to tTRINm0.ttTR;201570071 ez N 9 may Prolect Address: 147 WILLOW STREET OtL' v mm WEST BARNSTABLE,MA 02668 ` Drewin rue: PROPOSED 5.46k W SOLAR SYSTEM Drew) IMonnalien \•�••�• OMWING GIF: 11/}9/}Ol6 \•�` DMWN BY: K REVISEDBY: 1C system Irdurmation: 1,•�^ MYSYSRM 3@: 5.4W W `�•� MOTAI MOOUM COUNT: LI \• OWLFS USEO: lRINA iEO •\�4 MOOULE YEC f: TSMMO PODS.SJ URLOY(OMPAI(Y: fVFRSNR[E •�•�` I1nlRYMCT P: mu"S00}B NOTES: �ti\� UnUTY METE P I: no— \`• DEAL TYPE: ORE 1.1 ALL EMRPMEM SHALL BE IN9TALLE0IN ACCORDANCE WITI(THE �•.�• MANUFACTURER9INSTALIAPON U(SI , }.1 ML oUFDOOR EOUPNEMT SNML lW RNN TIONT WITH MIMMUM A'EAEA Jq PAIINO. LOCAFO AREAPPROJIMAIE AND RE011bp FlEID VEPoFIGiION. •'��.�\ Sheet 4)ROOFTOP SOLAR INSTALLATION ONLY IV ARRAY WILL NOT EXTEND BEYOND THE EXIST_INO_BUILDING ENVELOPE •.` Rev.No. ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEOULE EQUIPMENT SCHEDULE P1 ARPAY ORIEHTATION•]B}• ® PIOIWTE9 ROOF DESgNATKIN.REFER TO INOMATE9 NEW URLm O5fAN1QCTro0E HEW ENDCLIP,IYPKAL(REFER TO THE UNOUC OTY SPECI MOOULEPITCN.45- ARRAYSCNEOUIE FOR MORE INfdIMATK)N UD INSTALLED OI/ISIDS ® COOEf-0LBLMNT PIDTALLATION MAxuu SECTION J.LB FOR 6PECg AND OETAR9 }1 MINA}pp(RM-7W P0p5.08) Ri AA INOKATEB NEW W HOLAR MOWIE.R!D A(OpULES ARRPY01-CH.ON•}B}' I M I OIgGTE9IX19TIN0 METER LOGTION RE,—PANELS THAT USE MICRp M'pHTER9. ® NEw WDG1P,lYP1GLlREFER TOTNE I174RAC 1 5ESW0AL]MOpUIP PRCH.}0' LL�JJ RFFEA To EDUPMEW S IDUE FOr1 SPED. r'a'IRWfI IN9TAllATKIN MANUAL o SECTION]R6 FIXL SPECS ANO OETAA.q OTHER OBSTRUCTIONS ARRAY ORIENfpnON•}BI' EE] INOIGn:9 EAI9nN0 ELECTRICAL PANEL a OmIGTED NEWPRDOIKTIpl METER TO BE (REFER PAIL.'RACCnit MOWIE DNOd•iP LOGTKIN:IN BASEMEN P MSTALLFD OIrIppE --- (REFERroTNe .'RAC Specs ANDu IHSTMawnoN MANUAL FOR sPEDs AND oEruLD �S O L A R INDICATESN[W MMN DISCONNECT TDW INDALU!D EWINVERTE(Iro SE NEW AIOUNruKF FOOTIATTACIU�Ni POINra GROUPED WITH MMN PANEL ® IHSTALLPDOUIROE. a "—IOAL'Mo(REFERroENOMEERINO LETTER TON }111 MNa sad Road S77-T.P-}970 .. RFFEProEOUPARM.6CHEOULE FOR SPECS.-.. SPWWD MID OETA6� WdLN.I.rM707719 ww 111-hySMar.mm RECEIVED 0 2 Zulu GROWTH MANAGEMENT ALTIC TOP OF PEAK:SO'_ Issued I Revisions 2ND FL. — ---------- - NO. OEXRIPIION INtE Project Title: i AGIN.KENNETH O �� TRINm ACC 9:2D15.7=1 Project Address: IST FL. 147 WILLOW STREET .. .. . ................ ..... .... ............ WEST 47 ILLOWSTRA02668 e Drewin Title: PROPOSED 5.46kW OSOLAR SYSTEM I Dr.Mna Infoenetlon - � DMWING DAIS: I1/x9/x016 DE 9T: Re/eED9T I[ Systom Irdormedon: ImAx sTsrtMsoE: s.alikw —Al—o 1muer: u ® us.: TRINA3W MODULE SPECm.: mmou PDD3.09 IrrINYCOMPANY: RR slsA U unury AmE: As1 nsox:E ® Unlm'ME: F, ORE n SOUTHWEST ELEVATgN OEAE TYRE: ORE BOALE NOI TD 6ULE lQ � o% Rev.No. Sheel (o d�G�ttoee • -'SOLAR MIAn.mwee Real sn.)9).rne WdlNwlva)0)T19 w.w.IrINySMar,mm FEB 2 4 Z016 RECEIVED Town of BarnstableWighway f z6 0 2 LU lb Committee GROWTH MANAG EMIT IsauEx7 I Revisions N0. pESCRIPTIONr rDgTE Project T10e: L��:] Project Address: 147 WILLOW STREET WEST BARNSTABLE,MA 02660 L ID—Ing Title: r PROPOSED 5.46kW SOLAR SYSTEM Drawing Information DPA`MNO DATE. 1/M/ZOl6 C.-RY: RENOEDP IC System Information: TAE SYSTEMS 5.46kW TOT AC MODULE COUNT: 11 MODULES USED: TRINA MODULE SPEC R' TSM 2.0 PpOS.DB UTIIILY roMPANY fVEMOURR Iry ACCT 4. 135f 315003R UflLlm MFTEP P: 230144) DEAL TYPE: ORE Rev,No. Sheet R1 PV - 4 nity _ - SOLAR -1 A'k—ROW P)l>9)-29JR WAH. leery O,- .war T W,.1,s j APPROVED RECEIVED FEB 2 4 2016 FF9 0 2 LU io Town of Barnstable Old King's Highway GROWTH MANAGEMENT ERBIR /LImEe HDId.G MOUNTED SOLARMODULESMOUNTEDTOROOPON3ARMY5 UNDER SOLAR NODULE }t.160W MODULES W/150USR EDGE 1300 PER MODULE NBC 600.34 18.75 POE MAX PER'PING I S PINN GOP II MOOVI FS IN SER1E5.350 m o. • • _________________________________________________________________________ISR SINSERIF530m _________GEO/OMODULE •=SRINGSTO8TERMINATEDINPAPAUELINSIDEINVERTER1 F /BOX I S( I 1 I ' 1 I I 1 I I I I 1 1 Issued/ReAsIone I I 1 1 I N0. DESCRIPTION A I 1 Pre ect Title: ARRAY C]RCUR MLq[NO NM n 1 AGIN.KENNETH UtxrlAed Fleclrlcl.A =All R4ADDnelelDlY IAI 1 OotorminbrD OmllA tpnUllonP end e:c—U.B]nAtel101bn 1 "IN"ACCf 1:2015.70071 In A—,XEm.W w NEC RO11 I GFCI RECEPTACLE Pmled Address: AS LOSSES!IUQ'M' TEES AMBIENT TEMPERATURE BASED ON 20/240 IPISA BREAKER 120/I40V NOT 11 I4/2 NM CABLE I ASHRpE MINIMUM MEAN EXTREME DRY BULB 1 TEMPERAURE FOR pSHRAE L0CAn0N MOST SIMILAR TO enure IDDA VAIN BREAKER I 147 WILLOW STREET INSTALLATR LOCATION. LOWEST EXPECTED AMBIENT METER AR 1 WEST147WILLOWS BARNSTABLE,REETMA 8 TEMP a_ETC FJI0ISC.MAIEC I 04 HIGHEST CONTINUOUS MO AMBIENT TEMPERATURE BASED ON ASNRAE MICXESi NONM 2n DRY BULBTEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO {9 LOCKABLE BOA I DmWiR Till.: ,MSTALLAnON LOCATON. HIGHEST CONTINUOUS TEMP T FUSED W/37C "A FUSES I PROPOSED 5.46kW I CROWED W/MAIN 30A UNFUSED PRODUCTION SOLAR SYSTEM TEN2005 URCS 0 FUNDAMENTALS 2n DESIGN I BREAKER LOAD CENTER OISCONNECT _METER TEMPERA]URES 00 NOT EXCEED s]C IN THE UNITED STATES(PALM SPRINGS,CA IS 44.1'C FOR LESS THAN I 1/ )/ INVERTER/I D 9 CURRENT-CAFRTINC CONDUCTOR$iN A / > Drawl IRfonnaliDn ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.$•ABOVE __---""__Jl 6 4� I p�WWNG DATE: ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE T ��,� IllJll I eY: C 1. PHOTO 471C QA LESS(ALL a UNITED STATES). L- D 1�. I RENSEO + _J 4.)PHOTOVOLTAIC POWER SYSTEMS SHALL BE r---[-C7�-- G B m, mrPERNItTED 10 OPERATE YATH UNdIDUNDE0 __ ___I •-'a�"U 0 0 Q0 I S tBm ltdo]me00n: PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER (Y� I NEC 090.33 1 1 IOTN SYSTEM Ste: 5p61w Ex15mEC NNN BREAITER LOAD SQUARE D SDUARE D D 1 ___-__J TOTAL NOOIAECOUAT: ]I $.)ALL EOUIPMENt INSTALLED OUTDOORS SHALL HAVE —1— CENTER INSULATED UNE TAP$ PH:O22ZI O22TR8 —_—__—__J MODUIFS USED. 1MNA i60 A T4EMA 3 RATING. INSTALLEO ON MAIN FEEDERS NBC SOO.E4 MOpUIE SPEC/: ttIwNR POW.Of GLWIAR0M9 FOR CURRENT GmlY1 O unlnY COMPANY: EVERSOURO:MO 0R9 VnIIIY'ACR/: 11513]S W]B (NEC69DA18)WkT(I�pp'0;.ERIB'AIG UfIl11YMFTfPR, ]3MtlT DEALTYPE: ORE PING MB/ID,DEW:35 pM YEW D DV MODULE SMCIFICATIONS AMBIENT TEMP:ING IENP OERATNG FACtOR:.76 RACEWAY DERATNG l CCC:0.60 TRINp I6p 1T5M}60PWS,pej (40•.76)0.80-24.32A Imo 3 Rev.ND. SEE It18.75A.THEREFORE LIRE SIZE IS VALID VMP p.s TOTAL REQUIRED C MP AC RE CONDUCTOR AAdTY 23.00 = 1.2$ IRED UC P FB TNWN]GECTO U(OTNG GRWMO ROD I.3W W/1—TNWN1,1A101NWN]GPOUND AWG/10,DERATEO AMPACITY B ' AMBIENT TEMP: "'C.TEMP OERAIINC: 1.0 1',, ER1,5F50DAU; C VA•EMtw/AatO TIM'X],IiIO iNWN)OROunD RACEWAY DERATNG 1 3 CCC:N/A 40A-1.0 40A OCm • •40A!28.7SA THEREFORE AC WWE SIZE 15 VAUD IMPO �g__Q��QQyy��RWRRBNT PROTBCROpfO0PEl1 BOHO tO MMY i I [URREIT: 23.00pu F �.VOLAR 23.00A-1.2$�28.71A G MI'FNC W/L46 TNWN].tn TM1Vl4]GIIOUND J-- 30A OSEROURRENT PROTECTION IS VAUD - _- - 2311 AIIemDA6Ro+d e77.]97.}970 Wdl Ntw Nnry01,19 ww.Tmaly.5p6r.Fom RECEIVED --- Mono Multi Solutions - GROWTH MANAGEMENT ®� 10 THE niversal MODULE i � 60 CELL APP�®vE I ®® ®® I MULTICRYSTALLINEMQDULE t FEB 2 4 2016 ble PA05.08 Town of BahwaY Old K1ng' Hig POWER OUTPUT RANGE Committee I Our most vet product with a • Compatible wth all major BOS components and system F designs MAXIMUM EFFICIENCY I t One of the industry's most trusted modules POWER OUTPUT GUARANTEE "�� • Field proven performance i As a leading global mcnufccturer of next generation photovoltaic products we believe close - `� cooperation with our partners • Highly reliable due to stringent quality control is critical to success. with local • Over 30 in-house tests (UV,TC.HF,and many more) presence orouro the globe,Trino is -` • Irt house Testing goes well beyond certification reyuirenjenjs able to provide exceptional service PID resistant to each cuslomer in each market and supplement our innovative. reliable products with the backing of Trna as a strong.oankoble Certified to withstand challenging environmental pertner,We are committea conditions to builaing strategic mutually • 2400 Po wind load oereficial coll000rolion nitn 5400 Pe srovr load instoliers,developers.distributors �•> and other portners as the bCCKoone of our shored success ir. dnving Smart Energy Togetner LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year linear Power Warranty Trino Solar Limited ♦.v.adnf•OY.laf r_On'i y p0� 0 AadBfonolvoluelrom v0 a TiFno Sot Rt ylinear 0 0 - ry s"orr4rtTy y olar080, Smart Energy Together 'teas 5 rp 15 25 l3Tnnastonj.r:r 11Uu•b•�il j`J�•y Cf OF THE Tp� Town.of Barnstable *Permit Expires 6 ue date Regulatory Services Fee IMP'L. snaxsTnar.E. '�' Richard V.Scali,Director � t'� Building Division . Tom Perry,CBO,-Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY ` Not Valid without Red X-Press Imprint Map/parcel Number Property Address &Residential Value of Work$ �y�� Minimum fee of$3S.00 for work under$6000.00 Owner's Name&Address ✓�� Contractor's Name CJ /� Telephone Number CJ 3 77-G s P—)-- Home Improvement Contractor License#(if applicable) 5 3 1 Id— Email: Construction Supervisor's License#(if applicable) 10 4tto 7— [ilWorkman's Compensation Insurance Check one: [9� I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name .��"" Workman's Comp.Policy# U/C C�l v?0 04o0 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ,Q Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to—Am I ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. `Separate Electrical&Fire Permits required. 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: Q:\WPFiLESkORMS\b g permit forms\EXPRESS.doc Revised 061 �' •r A. * snarrsr"LK Town of Barnstable Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, R , as Owner of the subject property hereby authorize. O��" to act on my behalf, 67 in all matters relative to work authorized by this building permit application for: ow 5 T, Uid Ac (Address of Job) eN Sign o Owner Dat At ( 0 Print ame If Property Owner is applying for ermi lease complete the Homeowners License Exemption Form on the P h' permit, P P reverse side. QAWPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 Town of Barnstable Regulatory Services R P�oFIKE Totyy Richard V.Scali,Director Building Division * BARNSraBcs Tom Perry,Building Commissioner Mass. 9$ i639• 200 Main Street, Hyannis,MA 02601 prFD �a www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides.or intends to reside, on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. _ The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner t Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section (Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor: The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a formlcertification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doe Revised 061313 r DATE(MM/DDNYYY) A�a CERTIFICATE OF LIABILITY INSURANCE 7/8/2014 THY', CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTANAME.,CT Berkley Assigned Risk Services Leonard Insurance Agency Inc 683 Main St B AICo.No.Ext: (800)634-4589 FAX No.):. 866 215-8118 Osterville, MA 02655 ADDRESS:I PolicyServices@berkleyrisk.com INSURERS AFFORDING COVERAGE NAIC# INSURER A: Acadia Insurance Co. 31325 INSURED INSURER B: Carlos Figueiroa dba: C N F Remodeling INSURER C:INSURER D: 20 Captain Noyes Rd INSURER E: South Yarmouth, MA 02664 INSURER F: COVERAGES' 'CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO'WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL UBR POLICY NUMBER POLICY EF POLICY EX LIMITS LTR INSR WVD MM/DD/YYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ PREMISES Ea occurrence ❑ CLAIMS-MADE ❑ OCCUR ❑ ❑ MED EXP(Any oneperson) $ PERSONAL 8 ADV INJURY $ GE NERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS—COMP/OP AGG $ PRO- POLICY ❑ ECT ❑ LOC $ AUTOMOBILE LIABILITY ❑ ❑ COMBINED SINGLE LIMIT ANY AUTO Ea accident $ALL OWNED BODILY INJURY Per erson $ ' ❑SCHEDULED AUTOS $ AUTOS BODILY INJURY Per accident HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ ❑ $ UMBRELLA LIAB ❑OCCUR ❑ ❑ EACH OCCURRENCE $ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ DED ❑ RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ❑ ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $ SOO,000 A OFFICE/MEMBER EXCLUDED? N/A ❑ WC-20-20-000092-07 05/01/2014 05/01/2015 (Mandatory in NH) 500,OD0 If yes,describe under E.L.DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500-000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Election Category Election Status Name All Entities/Insureds: Sole Proprietor Include Carlos Figueiroa 'Figueiroa CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED-BEFORE Barnstable Town Hall THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Signature: I ACORD 25 (2010/05) BRAC 3139 Massachusetts - DepartMent of Public Safety i -;a1V,,U2is ono;�� .... • 4t!n+p!ten;oN _ Board of Building Regulations and Standards I Construction Supervisor License: CS-104107 CARLOS•H FIGUEYRO i 20 CAPTAIN NOY S�2D� _ 9I1t0..v I uo;sog SOUTH YARMOUTH �!2" 4 �► 0CTS.a�!�S-eze!.d lijej 01: uoge!nDag ssau!sng p: ¢Sa!e33d�awnsuoD;.lo ao!f30` `� :o;'urn;aa puno3`!I''alep uo!leaidxa ail;alo3a .. J..�...+ Expiration n,cn asn Inp!n!pu� to;pgen uoi;e�;si�al.�o�si�aa�7'' Commissioner` 08/25/2015 e. ar�iir�aoa?coert`/�o,�� apt�icJel� Office of Consumergffairs&•'Business Itevulatio�,.. f _ ME IMPROVEMEidT CONTRACTOR"':' i • ,egistratiion;. 5�792 .: i , ` xpiracmn w 1/8/2015 TYPe• ' .1 D6A . :C&F REMODELINGt� CARLOS FIGUEIROAs`•:d °=z;{'`- - 20 CAPTAIN S. YARMOUTH; MA 02604't -- ' v Undersecretary. v 27te CommoymmUh of Massachus Deparanent aflid-espial Accidents Office-Of rtn�st 90 ions 600 Waskington meet Boston,MA 02111 wmv.mass.govfdia Workers' Compensation Insurance davit:Builders/Contractnrs/MectricianMumbers Applicant Information Please Print:LeLribly Name Ukmines Ownizalion/fn&?idnaq:�� ` —V O Address: � t 91,2 City/StatrlZip: "� Oz x-A Phone 4-7Sag 3 S Are you a>t employer?Chatke appropriate box: T of . 4. I sot s contractor and Z -- 3� Pa'°3�(r��> - 1.❑ I am a employer with ❑ 1 6- ❑New c omstrtu tioa employees(fall and/or part-time)-* ha-,re hired the subcontractors' 2_Z I am a sole proprietor or partner- listed on the attached sheet; 7. ❑Remodeling strip and have no employees 'These sab-cagtractors have g- ❑Drmolitioa w for me-in an c ci r employees and have workers' �� Y � t5 $ 9_ ❑Building addition [No,Alorkftis'camp.-insurance comp-insurance` req°ired-] 5..❑ We area corporation audits 10_0 Electrical repairs or additions officers have exercised 11-❑Plumbing airs or additions 3-❑ I am a homsou�n�er doing all work h id thew g mP . myself [No workers'gyp- right:of exemption per MGL 12_❑Roof repairs insrrnnre required,]t c.152,§1(4} and we haze no employees_[NQworkers' 13_❑odLes comp_insurance requtred:J, 'Amy applicwt that checks boa nl-rmst also fill out the section below shoring rhea wo&ess r 'compensation policy infnmatio T Homeowners vrho submit this aftidavif irw r E they are doing all v mik fiod dlen hire offside contracmrs mast subs anew afbdwit mdirstmg sorts_ ;Contiscturs that rhxY this bar,mast sttac}ted an additional sheet shotciag the name of the sob-conr3ctos=d cute ubetfker ocnm those mAities have employees. If the mla-contactors have employes,they must Provide their workers'comp.policy ntmzber_ I am art employer that is prmdding morkers'corrrpensation irtsrtrarice for ray empLayem BeIaty is thepp£icy and job site information. Insurance Company Name: A= a I� v Policy 9 or Self-ins-Lic-4 1 A j' 'L aG 'a-ci 0 odo'qa -0 piration Date: s Job Site Address: 1 V 7 W /!!TA,-, S'r •w• 6,Q2 iv( 4(off CityfSt,t Zip- ,(.L /� q,e pt—wt-�/, /F Attach a copy of the workers'compensation policy declaration page-(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A o€MGL t- 152 can lead to the imposition ofrriminal penalties of a fine up to$1,50U.00 and/or tine year impri as well as civil penalties i a the form of a STOP WORK ORDER and a fine ofup.to$250.00 a.Clay against the violator-. Be advised that a copy of this statement maybe forwarded to the Office of Im estigations of 13te DIA for insurance coverage verfficahon. I do hereby certify rr tkepimis and penalties ofperjury thatthe information pratu&d above is bus and correct S.iEmatum: c Date: Phone - 30£i 93 7 f S Qfj`icial use only. Da not write in this area,to be completed by city or town officiaL City or Town: PerndtUcense# Essu ng Authority(circle one): 1.Board of Health 2.Building Department &CitylT,own Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: 6 f Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,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, §25C(6)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,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the per iormance 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 out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their cerb-ficate(s)of insurance. Limited Liability Companies CLLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit 1'lie 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. Sell insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials 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 is the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/licease number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations In (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for fugue permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number The Comm.ozmealth of Massachusetts Departmeut of Industrial Accidents office of lavestiga,tiom 600 WasWVaa Street Rostou,MA 02111 Tel.1L617-727-4-M Qxt 406 or 1-9 MA SSAFE Revised 4-24-07 Fax## 617-727-7749 v ==—go-Wdla DATE(MM/DD/YYYY) A�.& CERTIFICATE OF LIABILITY INSURANCE F7/8/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY Fi�1,?>)�I_�N - A t PON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, E OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN Ty ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy to a b8 endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NTACT Leonard Insurance Agency Inc NAME: Berkley Assigned Risk Services 683 Main St B A/C.N 00 ('A/c.No.): 866 215-8118 t-MAOsterville, MA 02655 Ao RIL fl. SeiNii es berkle risk.com INSURERS AFFORDING COVERAGE NAIC# INSURER A: Acadia Insurance Co. 31325 INSURED INSURER B: Carlos Figueiroa INSURER C: dba: C N F Remodeling INSURER D: 20 Captain Noyes Rd - INSURER E: South Yarmouth, MA 02664 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE A DL SUBRIPOLICY NUMBER POLICY POLICY EXP LIMITS LTR INSR WVD MM/DD/YYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGES(RENTED $ PREMISES Ea or ❑ CLAIMS-MADE ❑ OCCUR ❑ ❑ MED EXP(Any oneperson) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY ❑JECOT ❑ LOC $ AUTOMOBILE LIABILITY ❑ ❑ CEaOMac Ecident N L LIMIT $ ANY AUTO $ BODILY INJURY Per person) ALL OWNED ❑SCHEDULED AUTOS AUTOS BODILY INJURY Per accident $ HIRED AUTOS ❑NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident ❑ $ UMBRELLA LIAB ❑OCCUR ❑ ❑ EACH OCCURRENCE $ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ DIED ❑ RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ❑ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $ 500,000 A OFFICE/MEMBER EXCLUDED? IT N/A ❑ WC-20-20-000092-07 05/01/2014 05/01/2015 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 ❑ ❑ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Election Category Election Status Name All Entities/Insureds: Sole Proprietor Include Carlos Figueiroa Figueiroa CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Barnstable Town Hall THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Signature: I ACORD 25 (2010/05) BRAC 3139 Assessor's map and lot number .~.o............ O 7/ /7 3 SEPTIC SYSTEM MUST BE . INSTALLED IN COMPLIANCE Sewage Permit number , -P WITH ARTICLE II STATE TOWN OF BARNSTXWE. AND TOWN y�FTilEtO i BJBH3TOBL& 0 b q"" BUILDING INSPECTOR APPLICATION FOR PERMIT TO .........KIZ ............. �y�- _ TYPE OF CONSTRUCTION ................ .i........................................................................I.................. ................................................19........ TO THE INSPECTOR OF. BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ................ ............. :?a' .:'�` `'!3it/� � .:... '�"� �f �r. ............ . ...:...... ProposedUse .............z/.cl�H ....... .............................................................................................................. ZoningDistrict ........................................................................Fire Distritt .............................................................................. Name of Owner` :' ......J.G.`.. D« ............Cddress ..........:! d.��.............................................. ............................................ e Name of Builder �r �~I� �-.............. ddress ...lf'' ?�� Name of Architect ®.s -� 1�. " .`............` ..... ...... ddress .............. Number of Rooms Foundation ..... OG ...................... ......................................... ....... Exierior ?C�iv! ...Roofing .............................. Floors �'� O��' ..................................................................Interior ..........:......:.�T�....... ........................................ Heating ...ep.r..:... 'T..1�" ._...........................Plumbing Fireplace ..... ........ ...................................................................Approximate Cost .... ,`.......- ............................. .. Definitive Plan Approved by Planning Board ------------__-__-_____ ��® S. 19 ---. Area ............ .... .... ... Diagram of Lot and Building with Dimensions Fee / SUBJECT TO APPROVAL OF.BOARD OF HEALTH wILL-aw _ -:E ,- ! I hereby agree to conform to all the Is and Regulations of the Town of Barnstable regarding the above construction. U; 0 Name .. ........ ............. ram_ Petz, . J. A. & C. Edward Jeffress No ... Permit for ......add to' si. ................... ...... amily weing ............f..............all ................... ..... .................. V 67 C LocaU0 `1....Will.,o-,w'.-'Stree.......... e .. ........ .... . .......... West Barnstable ............................................................................... Owner .........J........A.......P..e..tz..&...C....Edward...Jef f rds s .... .. ... ............. ....... ... .. .......... ....... 4 Type of Construction .................frame.............. ................................................................................ r: Plot ............................ Lot ................................ 3 J 2 Permit Granted ..............uly. ...... ....19 73 1 • Date of Inspection .... . ...... ......... ..Tpu Date Completed ..... 3.....19 PERMIT REFUSED ................................................................. 19 ............................................................................... ................................................................................ ............................................................................... .............................. ....... Appred .............. ................................... 19 C .�v ..................................................................... ...............................................................